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HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceSt: Lucie County Building and Zoning Department 2300 Virginia Avenue Fort Pierce, FL 3498 561-462-1553 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 buildine permits. For further assistance. please contact the Building Inspection Office at 462-1553 or 462-2172. Project Name Street Address OlE Permit Office Use Certification Statement:,. I certify that, to the best of my knowledge and belief, these plans aT"dslpecificationshave 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. Desitm Parameters and Assumptions Used (Please check or complete the appropriate box.) I. Florida Building Code 2001 Edition ✓=_ = ASCE 7-98 gDesign. .- ( ✓ _ y d 2. Building is check one) Enclosed Partial! Enclose Open Building 3. Building Height. 1 4. Wind Speed Used in Building Design: (40 3 second gust S. Wind Exposure Classification (refer to exposure tables hi Building Code identiE'ied'in Line flI): 6. Average Wind Velocity Pressure on Exterior Faces of Structure _ >17 pSF 7. Peak Wind Velocity Pressure on Exterior Faces of Structure PSF 8, ImportancelUse Factor (obtain from Building Code); . 9. Loads: Floor 6 ` 10. Were —�PSF Roof/dead /�_PSF Roofllilve � > PSg Shear Walls Considered for Structure (check one): Yes =No (if No, attach explanation) I L Is a Continuous Load Path Provided (check one): Yes K"No (if No, attach expIaaation) 12. Are Component and Cladding Detail Provided (check one): Yes No (if No, attach explanation) 13. Minimum Soil Bearing Pressure: ��a© pSF L I i As witnessed by my seal, I hereby certify that the information i eluded with this certification is true and correct, to the best of my knowledge and belief. Name: �E e t on di (Seal Here] Design Finn: _ , /47 Date- a ©� • �� SLCCDV Form it 020-00