HomeMy WebLinkAboutDDESIGN - WIND LOAD COMPLIANCESt. Lucie County
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982 SCANNED
561A62-1553 BY
S4. Lucie Counh,
Design Certification for Wind Load Compliance
This Certification is to be completed by die project design architect or engineer. This Certification must be submitted 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 structural walls, columns or other similar component is being effected) and certain other minor building
nermits. For further assistance, please eontact.the Building Inspection Office at 462-1553 or 462-2172.
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
loadi and farces spccilied by current code provisions.
Design Parameters and Assumptions Used: (Please check or complete the appropriate box.)
1. Florida Building Code 2001 Edition A ASCE 7-98
2. Building Desigrvis (check one) Enclosed x Partially Enclosed — Open Building
3. Building Height.- Z?A - S 4. Wind Speed Used in Building Design: 3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): SAY
6. Average Wind Velocity Pressure on Exterior Faces of Structure 311 PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure W7 PSF
8. ImportaneefUse Factor (obtain from Building Code): 1.0
9. Loads: Floor NSF hoof/dead -W PSF RoofAive .SS 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): Yl Nor ('tf No, attach explanation)
12- Are Component and Cladding Detail Provided (check one): Yes No _(if No, attach explanation)
13. Minimum Soil BearingPressure- 256o PSF
As witnessed by my seal, I hereby certify that the information included with this certifrcatit)r ii i _ r I lit,
correct, to the best of my knowledge and belief.
Name: Qt11NN-EUITAUR Certification#: 14y7 [ ea Hdel
Design Firm: G LF RSsoet� s Date: — . o" 0
SLCCDV Form # 020-00