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HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceGopa,><s ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL. 34982-5652 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 permit 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 lJ©n/!a v OFFICE USE ONLY STREET ADDRESS PR NUMBER L PERMIT NUMBER OCCP.TYPE CST.TYPE CERTIFICATION STATEMENT: 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 comDlete_the_aPProorite box 1. STANDARD BUILDING CODE 1997 EDITION NP ASCE 7-95 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED '�e PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT: FT 4. WIND SPEED USED IN BUILDING DESIGN: 1_ MPH 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: 2'9 PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3Z PSF 8. IMPORTANCEWSE FACTOR (OBTAIN FROM BUILDING CODE): 9. LOADS: FLOOR PSF ROOF/DEAD: ;zS PSF ROOF/LIVE: 30 PSF 10. , WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO If NO, why? (attach explaination) 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO If NO, why? (attach explaination) 12. • ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO If NO, why? (attach -explainat)on) 13. MINIMUM SOIL BEARING PRESSURE: ,ZS00 PSF 'AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION IN U ED TH THIS CERTIFICATION - IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. �� NAME: A. YEKTA KAVASOGLU, P.E m C� Ste AM CERTIFICATION NO: P 2 Q 112t 3W [SEAL HERE) DESIGN FIRM: DATE: dip SLCCDV FORM NO: 02600