Loading...
HomeMy WebLinkAboutDESIGN CERTIFICATION - WIND LOAD COMPLIANCESt. Lucie County Building and Zoning Departmegit 2300 Virginia Avenue Fort Pierce, FL 34992 Wt 561A62-1553 r 4. SCANNED BY 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 strucaim This Gasification shall not apply to interior renovations (provided that no structural wl columns or other similar component is being affected) and certain other minor building permits. For further assistance, please contact the Building inspection Office at 462.1553 or 462.2172_ Project Name g S Office Use Only Street Address Permit Number as Occupancy Type Construction T Certification Statement: lceltify that..tn test Qf my knowledgp and belief. these plans and specifications have been dl to comply with the applicable structural portionlof the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans providr~adequate resistance to the wind loads and forces specified by current code provisions. Design Parameters and Assumptions Used ease check or complete the appropriate box.) 1. Florida Building Code 2001 Edition ASCE 7-98 2. Building Design is (check one) Enclosed Partially Enclosed Open Building 3. Building Height: Iv A 4. Wind Silted Used in Building Design: NO 3 second gust 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in lain #1)-. 15 6. Average Wind Velocity Pressure on Exterior Faces of Structure pSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure PSF S. Importance/Use Factor (obtain from Building Code): 1•0 9. Loads: Floor _9U PSF RooUdead 9 PSF Roof/live �v�PSF 10- Were Shear Walis'Considered for Structure (cheek one)-- Yees Z No it No, attach explanation) 11. Is a Continuous Load Path Provided (check one): Yes V No _(if No, attach explanation) 12. Are Component and Cladding Detail Provided (check one): Yes_ZNo _(if No, attach explanation) 13. Minimum Soil Bearing Pressure: W1 _____PS1F As witnessed by my seal, I hereby certify that the information included with this certfficaiion tse-Aan correct, to the best of my knowledge and belief Name: G F_)Y Z KELLV Certification#: 3�/ ere] DesignFirm. KFuY d K EaV Agei ff7EC7-S Date 05