Loading...
HomeMy WebLinkAboutWIND LOAD COMPLIANCE CERTIFICATIONST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT , 2300 VIRGINIA AVENUE .' CE, FL. , 34982-5652 FT. PIER " 561462-1553 - DESIGN CERTIFlCAiION' FOR WIND LOAD COMPLIANCE This Certlficatlon Is -to lie completed by the projec4 design architect or enginear. This Certification must'be submitted with all, applicatlons for buil�iing,perinit involving th6 construction of new residence;(single dr multi -family), residential addition, any accessory structure requiring ' I ' .a building pemnit� and, any nonresldential,structure. This .CertK atiop.shall not apply to interior renovations (provided that.no structural. walls; 'colurrlrts or other �)mllar component• is being 6 dted),and 'certain1 other minor building permits. For further' assistarice,'please -• ` `coritactahe Sulldeng tnspectlor4FClftwce:at 62 553. or462-21.72 t I' OFFICE USE ONLY • PROJECT MA E :� STREET ADDRESS Y 4 ; �Y ' PR NUMBER w { : r St LUCID, PERMIT NUMBER .. OCCP. TYPE.- CST. TYPE' i 5 ti 'CIERT'IFIATIOMEN r I; CERTIFY' iAT, ,T(� T,I�E BEST OF 1VlY KNOWLEDGE AND. BELIEF, THESE PLANS AND SPECIFICATIONS BEEN DESIGNED TO CQMPLY.IMTH, THE APPLICABLE STRUCTURAL': PORTION. OF Tl�IE BUILDINCG'CO.DES CURREItLY •A©OPTED AND ENORGEL�•BY.ST. I�U�IE COUNTY:. I�ALSO CERTIFY THAT STRUCTURAL ;ELEMENTS :: DEPC -EI! O1V 'THESE PLANS•PROVLDE ADEQUATE RESISTANCE TO THE WIND LOADS AND 'FOR CES'SFEGIFIEb < b.Y CURRENT CODE PRO ISI�ONt. -DESIGN PARAMETERS A►ND ASSUAAPTIONIS USED• (please chec or comRlp�� she aooronrite pox) i•'` " s , : c ; ' : " ; ; 9? r T + t + dTHER (SPECIFY) = Al BUILDIi G COUE EDITION USED (YEAR) s 55CCI ASr'E i=$13 2. BUILD[ G DESIGN. IS (CHECK ONE).'ENCLOSED. -�, ' , PARTIALLY. ENCLOSED'. OPEN BU LDING `,MPH 3. -• BUILDINFs HEIGHT FT 4.:' .. ' WIND SPEED USED:IN BUIL_pj. QESIGN 5: VaIIND °E75,?OSURE CLASSI�ICATJON (REFER TO EXPOSURE TAALES,IN BUII DING CODE IgEfJTIFIED IN UNE M7), _ PSF 6: • " AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE �j . 7. ,` ' PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUC•T•UREr, ` p F A+ /7 " $• 11IPORTANCE/USE FACTO,R.(oBTAIN FROM BUILDING CODE): LOADS FLOOR PSF ROOFIDEAD:,PSIk ROOF/LIVE:' U If NU, wh ? (attacf `. 1a: : WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES '.NO �• explai ation) t 11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES ✓ NO If,NO; why? (attach explaination) ' .- If NO, why? (attach•, , ARE COMPONENT AND'.CLADDING DETAILS PROVIDED (CHE;CK ONE) YES NC` `:�- explaina_tion):'. 41 /JF . 13. MINIMUM SOIL -BEARING PRESSURE: a2.5(J'I� PSF . +. j.. .-. AS WITNESSED BY-..I,HEREBY CERTIFY THAT THE INFORMATION INC TIO IS TRUE AND CORRECT,. TO THE BEST OF MY KNOWLEDGE AND BELIEF: ' i �7T O� / CERTIFICATION NO: G `fit �a NER> DESIGN FIRM: DATE: �C CD' " "SV FORM NO: 020-00