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<br />!::NGINEER'S NOTES: <br />1.BASIC wIND VELOCITY : 110 MPH (30 SEC GUST> <br />2. IMPORTANCE FACTOR = 1.0 <br />3. EXPOSURE CAT AGORYI B <br />4. INTERNAL PRESSURE COEFFICIENT = +.18/-.18 ENCLOSED BUILDINGS <br />5. DESIGN 'WIND PRESSURE FOR C &. C PER 1606.2B: <br />ROOF: +12/-20 PSF ZONE IB <br />+12/--38 PSF ZONE 2B <br />'WALLS: +21/-23 PSF ZONE 4B <br />+20/-27 PSF ZONE 5B <br /> <br />'WIND[J'W &DOOR I <br />DOORS 'WILL 'WI" <br />AND PROVIDE IN <br />THE 'WINDO'w' 'w'II <br />THE CONTRACTOF <br />SUPPLIED BY TI- <br />BUILDER TO HA\ <br />FOR REFlEW' BY <br /> <br />~TRUCTURAL PANELS <br />~l W'oOD STRUCTURAL PANELS OF SIDE 'WALLS SHALL <br />OVERLAP THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE AND THE BOTTOM PLATE. <br />A ROY{ OF 1001 NAILS @ 3~ O.C. SHALL BE 1/2~ <br />MINIMUM FROM EDGE OF BOTH TOP PLATES&BoTTOM PLATE. <br />USE T'WO STAGGERED RO'WS OF NAILS ON 3: O.C <br />@BOTToM PLATE &.6~ @VERTICAL EDGES&12~ IN FIELD <br />USE 801 NAILS @ 6* @ VERT. EDGESSc12* D.C. IN FIELD <br /> <br />SIMPSON HI0 CLIP @ All <br />TRUSS TO DBL TOP PLA <br />CONNECTIONS (RATED 90 <br />"" <br /> <br />2X4 'WOOD SUB FASCIA ~ <br />&.ALUM DRIP AND FASCIA " <br /> <br />NOTE: <br />'w'HEREVER THE STRUCTURAL PANELS ARE NOT CONTINUOUS FROM <br />TOP MEMBEI< OF TOP PLATE TO BOTTOM PLATE AND <br />'WITHIN 4FT OF EACH CORNER AND ATTACHMENTS TO EXISTING STRUCTURE <br />USE SIMPSON SP1 OR EQUIVALENT AT STUD TO BOTTOM PLATE CONNECTION &. <br />USE SIMPSON SP2 OR EQUIVALENT AT STUD TO DBL TOP PLATE CONNECTION <br />OR EQUIV. APPLIED PER MFG'RS SPECIFICATIONS <br /> <br />VINYL SoFFET MATERIALS ~ <br />DBL 2x4 TOP PLATE~' <br /> <br />DBL 2x-HEADER PER J <br />PER FBC 2308.5 '" I <br />(1) LAYER 1/2' oSB OR CD <br /> <br />1/2' CDX OR oSB STRUCTURAL SHEATHING~ <br />FASTEN PER NOTE ............ <br /> <br />Rll INS ~ <br /> <br />V!Nr.L SIDING ~ <br /> <br />PT 2x4 BASE PLATE <br />FASTEN TO FOUNDATION 'WI <br />1/2' \lEDGE ANCHORS x4 1/4' <br />EMEEDMENT LOCATED 'w'ITHIN 8' OF CORNERS <br />EACH SIDE OF DOORS Sc'WINDo'WS <br />&. 24' D.C. MAX <br /> <br />3000 PSI CONCRETE .., <br />16Hx 12\1 MONOLITHIC FOOTER <br />'W 1(2) #5 REBAR CON"T'INUoUS <br />ON CHAIRS SPACED 4' MAX D.C. <br /> <br /> <br />/ <br /> <br />I hereby certify tho. t I ho. ve perforMed o.nd reviewed this plo.n o.nd found <br />it to be in cOMplio.nce with design requireMents for 110 Mph wind loo.d <br />per section 1606 of the Florido. Building Code, 2001 edition. <br />Do. vid 'vi. SMith,P.E. <br /> <br />L <br /> <br />L <br /> <br />.!!Wi,.~ <br />