HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCESt. Lucie County
Building and Zoning Department
2300 Virginia Avenue SCANNED
Fort Pierce, FL 34982 St. Lucie County
772-462-1553
Design Certification for grind Load Compliar This Cent cation is ce
to be completed by the project design architect or engineer. Thu Cettiitcation must be submitted with all
applications for building permits involving the construction of ne;%, re5idcncs gle or mule,- family) residential additien, any
accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior
renovations (provided that no structural walls, columns or other similar compone n is being zffected) and ceain other minor building
permits. For further assistance, please contact the Building lnspe' 6cr, Office at 46^4 53 or 462.21^2.
t,..errincation 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 5t. 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 Assumotioas Used (Please check or complete the appropriate box.)
1. Florida Building Code 2004 Edition X. ASCE 7-98 x
2. Building Design is (check one) Enclosed X Partially Enclosed Open Building
3, Building Height: 9 ; K ) 4. Wand Speed Used in Building Design: 140 3 sccood gust
5- Wind Exposure Classification (refer to exposure tables in Building Code identified in Line 91): u
6_ Average Wind Velocity Pressure on Exterior Faces of Structure 34.01 PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure 36. 59 PSF
8. Importance/Use Factor (obtain from Building Code): Tvoe 2I B __
9. Loads: Floor vso PSF Roof/dead a PSF Roof/live 12 PSF
10. Were Shear Wails Considered for Structure (check one): yes x No it �( No, attach explanation)
I I, Is a Continuous Load Path .Provided (check one): yes ram•- No (if No, attach ea -planation)
12. Are Component and Cladding Detail Provided (check one): yes No T(if Yo, attach explanation)
13. Minimum Soil Bearing Pressure: 2000 PSF
As witnessed by my seal, I hereby certify that the information, included with tbi certireatin,tt is true
correct, to the best of my knowledge and belief. and
Name -
Certification 4: 11985 �[Seal E.erej
Design Firm: _
Date: _ S//fo�OG 1
FERRARA ENGINEERING INC,
RO. BOX 2948 SLCCDV Form.9'620-'0j). rev. 10/51054.dM 9
4 DELAND, FL 32721