HomeMy WebLinkAboutDesign Certification for Wind Load Compliance----'--•• aoI 46n 1448
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St. Lucie County
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
561-462-1553
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 re buildingapermits involving the consvuction 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
tetrovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor building
Permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2 t 72
a.eruucatlon 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.
Iksien Parameters and Assumntfons Used- (please check or complete the appropriate box.)
I. Florida Building Code 2001 Edition _ t/ ASCE 7-98
2. Building Design is (check one) Enclosed ZC_ Partially Enclosed X Open Building
3. Building Height: /SI$l/ 4, Wind Speed Used in Building Design: /f`O ;second
i` & Wind Exposure Classification (refer tdea ,p gust
tables in Building Code identified in Line RI):
J.
6. Average ?Wind Velocity Pressure on Exterior Faces of structurepgF
7. Peak Wigd Velocity Pressure on Exterior Faces of Structure PSF
& Importarice/USe Factor (obtain from Building Code):
9. Loads: Floor _L _ PSF Roof/dead /l.0 PSF RooUlive _&—PSF
10. Were Shear Walls Considered for Structure (check one): Yes X No if No, attach explanation)
11. Is a Continuous Load Path Provided (check one): Yes X No _ (if No, attach explanation)
12, Are Component and Cladding Detail Provided (check one): Yes X No _(tf No, allacb explanation)
13. Minimum Sott Bearing Pressure: 2f7'Ot9 PSF
As witnessed by m eal,1 hereby certify that the information included with this certification is true and
correct, to the m Kn e and belief. «<<ti ( I tt,, ,
Name: .',
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Design Firm: Date:
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