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HomeMy WebLinkAboutDesign Certification for Wind Load ComplianceGLONF4STERSIGNS 4E4213T P.©1 ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT 2300 VIRGINI.A AVENUE FT. PIERCE, FL. 34962-6652 561-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design archltoct or engineor. This Certification must be submitted with all applications for building permit involving the construction of new residence (Single or multi -family), residential addition, any ao;essory structure requi6rg a building permit, and any nonresidential structure. This Certification shall not apply to interior fenovations (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 71%4t-e- � /JQC s / OFFICE USE ONLY STREET ADDRESS J�/d S/Q �J PR NUMBER �/ /-/ /'L➢� /_ 3 ! 7 PERMIT NUMBER OCCP. TYPF CST. 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 COD; PROVISIONS. DESIGN PAR.AME7F135 AND ASSUMPTION $ r: ' (please cheek or eore.pleta the appropnte box) 1 STANDARD BUILDING COOS 1997 EDITION ASCE 7-95 OTHER (SPECIFY) _ 2 BUILDING DESIGN IS (CHECK ONE) ENCLOSED? PARTIALLY ENCLOSED ,vi OPEN BUILDING 9 BUILDING HEIGHT: ;2- FT A VIAND SPEED USED IN 2UILOING DESIGN: P /0 MPH 5 WIND EXPOSURE CLASSIFICATION (REFER rO VOOSUR6 YAALeS IN BUILDING CODE IDENTIFIED IN LINE 91). _ 6 AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE. 3a' � PSF 7 PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:7 %. O PSF a IMPORTANCEAUSE FACTOR (OBTAIN FROM 91.1IIDING CODE)' a' b / Q 9. LQADS: FLOOR PSF ROOF/DEAD: /" PSF a ROOF/LIVE IV1 PSF 10 WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES /r' NO _ If NO, why? (attach explal.natlon) 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES _ .LV NO _ If NO, why? ;attach explanation) 112 ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES —A NO _ If NO, why? (attach explains!ion) 13. MINIMUM SOIL BEARING PRESSURE: ��� PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIFICATION IS TRUE ANO CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, J r; �/DG�i!y Dc/�4R IFICATION NO: DD `tij0�% NAME: (SEAL HERtrTJ" _ /tDLi✓I �i/FIATE: l DESIGN FIRM cLccovFaaMNO OC