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HomeMy WebLinkAboutDesign Certification for Wind Load Compliance-► 51 I LUGIE GUUN Y PUSLIG WURK5 BUILDING & ZONING DEPARTMENT 2300 VIRGINIA AV=NUE FT, PIERCE FL.- 34 -v82-5652 5611�4fi2-15 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 a^ :nterior renovations (provided that no structural walls, columns or other similar component is being effected) and certain other minor bui!ding permits. For further assistance, please contact the Building Inspection Office at 462.1553 or 462.2172. PROJECT NAME Fort Pierce Masonic. Lod a STREET -ADDRESS Oleander Avenue PR NUMBER _G !OFFICEUSEO Ft. Pierce, , Florida Ty tail; p �ST. 10-1,Y S A.Nu '- oW , C:ERTIELCAT:IO:N STATEMENT ®g oU'S�SVik' CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THEE PLANS AND SPECIFICATIONS HAVE -BEEN DESIGNED. TO COMPLY WITH THE APPLICABLE STRUCTURA! PORTION OF THE BUIL[ANG CODES CURRENTLY ADOPTED AND ENFORCED BY ST, LUCI.E COUNTY, I ALSO CERTIFY THAT STRUCTURAL. ELEMENTS DEPICTED ON.TfIGSE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENTCODE'PROVISIONS, -DESIGN PARAl 19 R AND ASSUMPTIONS USED (DIgase check or complete,P,.t aporoprite box) STANDARD BUILDING -CODE 1997 EDITION X_..,_ ASCE 7-95. OTC:-9, (SPECIFY) - 2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED X. PARTIALLY ENCLOSED OPEN BUILDING 3. BUILDING HEIGHT 15 FT4• WIND SPEED USED IN BUILDING DESIGN: —1,,9Q - MPH 6, WIND EXPOSURE CLASSIFIOATIQN.(REFER TO, EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE M1): B s.. -AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE; 7, PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 8. IMP.ORTANCeU' SE FACTOR (OBTAIN FROM EUILDING'060E): B 7 9. . LOADS: FLOOR 4.©`.: • :PSF R0001b AD: 15 PSF 10, WERE SHEAR WALLS CONSIDERED, FOR .STRU.CTURE. (CHECK ONE) YES _ Y'•� explaination) - = - • -" IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES X 12, ARE COMPONENT -AND CLADDING DETAILS PROVIDED (CHECK ONE) YES explaination) 13, MINIMUM SOIL BEARING PRESSURE:' '~ 250'0 PSF '30- 1 PSF 24 P,13 ROOF/LIVE: 15 PSF NO, If NO, why? (attach NO _ If NO, why? (attach explaination) NO _ If NO, why? (wtach AS WITNESSED BY MY SEAL,_ I HEREBY:'CERTIFY THATTHE INFORMATION !INCLUDED WITH THIS CEIRTIFICATION IS TRUE AND CORRECT, -TO THE BEST OF MY KNOWLEDGE AND BELIEF, NAME: Moseley C Cg11ins-,P.ECERIIFICATIONNO: DESIGN FIRM: FL6472 •Collins �a•md..'Collins • ,DATE: 'V19/01 [SEAL HERE] m C Q ' NO: 020-00 • Mosele C Co ' y tins. P. _1 Florida 6472 107 SW 17th Strest Okeechobee, Florida 34974.