HomeMy WebLinkAboutAPPROVED Engineering Submittal-DigiCert, Powers, 6.16.21 (2)G:\Private\Building\Forms\windloadupdate.doc
City of Fort Pierce Building Department
100 N. US 1, Ft. Pierce, FL 34950
(772)467-3529 or 467-3724 (fax) (772) 467-3849
Design Certification for Wind Load Compliance
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with
all applications for building permit(s) involving the construction of new residences (single or multi-family), residential
additions, accessory structures requiring a building permit, and any nonresidential structure. This Certification shall not
apply to interior renovations (provided that no structural walls, columns or similar component are being affected) or
certain other minor permits.
Project Name & Address Office use only this side
Permit #
Occ. Type
Const. 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 the City of Ft. Pierce. 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)
[ ]Building Code Edition used (year) __________ FBC ASCE 7-10 Other ____________
[ ]Building Design is (check one) ________Enclosed ________Partially Enclosed _______Open Building
[ ]Mean Roof Height:______Ft. Roof Angle:______ Degrees Wind Speed Used in Design:______MPH
[ ]Wind Exposure Classification (Refer to Exposure Tables in ASCE 7): _____________
[ ]Wind Velocity Pressure (Refer to FBC Tables 1609.4 A,B,C): ______PSF Components and Cladding ______PSF
[ ]Wind Velocity Pressure on Exterior Faces of Structure: Minimum _______PSF ~and~ Peak ______PSF
[ ]Importance / Use Factor (Obtain from FBC Table 1604.5): _____________
[ ]Height and Exposure Adjustment Coefficient (FBC Table 1609.6.2(2)): _____________
[ ]Applicable Internal Pressure Coefficients (Table 6-7 ASCE 7): ________________________
[ ]Loads: Floor: _____PSF Roof/Dead: _____PSF Roof/Live: _____PSF
[ ]Were Shear Walls Considered for Structure? (Check one) ___Yes ___No (If No, attach explanation)
[ ]Is a Continuous Load Path Provided? (Check one) ___Yes ___No (If No, attach explanation)
[ ]Are Component and Cladding Details Provided? (Check one) ___Yes ___No (If No, attach explanation)
[ ]Minimum Soil Bearing Pressure: __________PSF
Design Professional Certification:
As witnessed by my seal, I hereby certify that the information included with this certification is true and accurate, to the best of my
knowledge and belief.
Name ____________________________________________Certification No.______________
(check one) [ ] Architect [ ] Engineer
[SEAL HERE]
Design Firm________________________________________Date____6/16/21_______________
Powers
911 Jackson Way
Fort Pierce, FL
2020 X X5'N/A 170D45.6 54.939.5 68.7II1.03N/A40N/A N/AXXXN/A
70878Bowdoin G Hutchinson P.E
X
Benchmark Eng. TC
6