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HomeMy WebLinkAboutDESIGN CERTIFICATION FOR WIND LOAD COMPLIANCESt. Lucie County, SCANNLU - . Building and Zoning Department_ BY W1 -< 2300. Virginia Avenue St LUP,1� P�ol�f+ • ' Fort Pierce,'FL 34982 772-462-1553 Design Certification fo'r 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 certairrother minor building permits. For -further assistance, please contact the Building Inspection Office at 462-1553 or 462-2172. l ant*JaL A061i.1&S Project Name-,-,, - " . V_ I OfficeUs@Only Street Address r .:: L WCJG o 1 . Permit Number 4l92ad Ag-g I occu an Construction T 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. Desien Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1. Florida Building*Code 2004 Edition ASCE 7-98 I 2. BuiIding.Design is (check one) Enclosed ✓ ,'Partially Enclosed Open Building 3. Building Height: 23 -7 4. Wind Speed Used in Building Design: 14000M 3 m 5. Wind Exposure Classification (refer to exposure tables in Building Code identified in 6. Average Wind Velocity Pressure on Exterior Faces of Structure 7. Peak Wind Velocity Pressure on Exterior Faces of.Structure ] 8. Importance/Use Factor (obtain from Building Code): l 9. Loads: Floor PSF Roof/dead 25 PSF Roof/live 1a PSF 10. Were Shear Walls Considered for Structure; (check one): Yes . ✓ No _(If No, attaeb 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 ✓ No (if No, attach explanation) 13. Minimum Soil Bearing Pressure: 2506 ; 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 belie4: - Name: K,c�a�2a0 ( 1•�St+.1 G Certification #: US Z9 L � 1 [Seal Iiere] Design Firm: Date: I SLCCDV Form # 020-00lev. 1d8/0S= `,,,