HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceSt. Lucie County
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
561462-1553
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 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
permits. For further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172.
Project Name
Vestchester Development
Office Use Only
street Address
Permit Number
occupancy Type
Construction Type
BUILDING "B" SOUTH BOUNDARY MARKERS
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
loads and forces specified by current code provisions.
Design Parameters and Assumptions Used: (Please check or complete the appropriate box.)
1. Florida Building Code 2001 Edition X ASCE 7-98 X
2. Building Design is (check one) Enclosed X Partially Enclosed Open Building --X—At hoof
3. Building Height: 671 4. Wind Speed Used in Building Design: 140 MPH '3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): r
6. Average Wind Velocity Pressure on Exterior Faces of Structure 70.3 PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure S 1 _I PSF
8. Importance/Use Factor (obtain from Building Code): 1.0
9'. oads: Floor '00 PSF Roof/dead 20 PSF Roofllive 20 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 (if No, attach\epian4on);,.,:
13. Minimum Soil Bearing Pressure: 2non PSF ' y`T
As witnessed by my seal, I hereby certify that the information included with this certification is
correct, to the best of my knowledge and belief.
„� �• :
Name: 1^- f? OWA LO Ef v "t T Certification #: PE 419
$ Ptt.t.t C NOCIA Dr't Tti'! Date: '<, r
Design Firm: s A :.....�., N-6
sLccov Form #`d2aoo