Loading...
HomeMy WebLinkAboutDESIGN CERT. WIND LOAD COMPLIANCEf St. Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 561-462-1553 SCAMM BY St. LUt:IPrn11"f%' 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 theconsn uction 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 renovation—s (provided that no structural wads, 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. POLE SIGN FOR Project Name REB OIL SHELL Office Use Only Street Address 2799 US#1 NORTH er FT. PIERCE MConsu Type. 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 lease check or complete the appropriate box.) 1. Florida Building Code 2001 Edition ASCE 7-98 51(o N 2. Building Design is (check one) Enclosed NIA Partially Enclosed Open Building 3 SBuilding Height: s 4. Wind Speed Used in Building Design: vfr 3 second gust 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line #1): 6. Average Wind Velocity Pressure on Exterior Faces of Structure --21ZPSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure 4 a PSF 8. Importance/Use Factor (obtain from Building Code): r" 9. Loads: Floor%_PSF Roof/dead---PSF Roof/live PSF 10. Were Shear Walls Considered for Structure (check one): Yes N/A No _(if No, attach explanation) 11. Is a Continuous Load Path Provided (check one): Yes ✓ No (if No, attach explanation) 12. Are Component and Cladding Detail Provided (check one): Yes ✓ No _(if No, attach explanation) 13. Minimum Soil Bearing Pressure: 00 PSF As witnessed by my seal, I hereby certify that the information included with this certification is true and correct; to the best of my knowledge and belief. �/ Name: l/L'� �. D P C, Certification #: Y/398 [Seal Here] Design Firm: Date: i .9 O SLCCDV Form # 020-00 STEVEN G. WOOD, P.E. FL LICENSE 34398 950 SULTAN DR PORT ST LUCIE, FL