HomeMy WebLinkAboutWIND LOAD COMPLIANCE-sldCity of Fort Pierce Building Department
�� 100 N. US 1, Ft. Pierce, FL 34950
(772) 467-3529 or 467-3724 (fax) (772) 467-3849
SUiYRIS�
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 Strltetures requiring a building permit, and any nonresidential structure. This Certification shall not
apply to interior renovations (provided that tto structural walls, columns or similar component are being affected) or
certain other minor permits.
Project Name & Address Office use only this side
Petvnit #
Ayefiae,r
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 structuralportion 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 farces
specified by current code provisions.
Design Parameters and Assumptions Used: (please check or complete the appropriate box)
[ ] Building Code Edition used (rear) 412 FBC OSCE 7-10 Fi Other
[ ] Building Design is (ctreckone) Enclosed Partially Enclosed Open Building
[ ] Mean Roof Height: /h Ft. Roof Angle: , y E Degrees Wind Speed Used in Design: 4' J MPi I
[ ] 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 Zg PSF
[ ] Wind Velocity Pressure on Exterior Faces of Structure: Minimum — 10 PSF ---and Pear j PSF
[ ] Importance / Use Factor (Obtain Rona FBC Table 1604.5):
[ ] Height and Exposure Adjustment Coefficient (FBC Table 1609.6.2(2)):
[ ] Applicable Internal Pressure Coefficients (Table 6-7 ASCE 7): Al— Icy
[ ] Loads: Floor: PSF Roof/Dead: _&.1_SF Roof/Live: ZO PSF
[ ] Were Shear Walls Considered for Structure? (Cheek one) XYes No (If No attach explanation)
[ ] Is a Continuous Load Path Provided? (cheek one) YYes �No (If No attach explanation)
[ ] Are Component and Cladding Details Provided? (cheek one) Yes �No (If No, attach explanation)
[ ] Minimum Soil Bearing Pressure: PSF
Design Professional Certification:
As witnessed kit my seal, I herebt, certify that the information included with this certification is true and accurate, to the best of'nry
knowledge and belief.
Narne _
(check one)
Design Firnt
] Architect [ ] Engineer
Certification No.
Date
[SEAL HERE]
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