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<br />ENGlNEER1s NOTES: <br /> <br />!.THE IJIND LOAD DESIGN COMPLIES IJITH 110 MPH IJIND SPEED <br />(3 SEC GUST) 90 MPH FASTEST MILE <br />2, THE IJIND IMPORTANCE FACTOR IS 1,0 <br />3. THE IJIND EXPOSURE CATAGORY USED IS "B" <br />4, THE INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS +,18/-,18 <br />5, DESIGN IJIND PRESSURE = -24 PSF <br />6, ALL IJINDO'JS AND DOORS TO BE RATED FOR 110 MPH IJIND SPEED AND INSTALLED PER <br />MFGR'S SPECIFICATIONS, <br />7. STAIRS AND RAILINGS TO CONFORM <br />TO STD BUILDING CODE <br />SECTION 1007 <br />B. SEE NAILING SPECIFICATION NOTE FOR IJOOD PANELS BELOIJ <br />NAILING PATTERN SPECIFIED PROVIDES BSO#/FT UPLIFT <br />9. IJ!THIN 4FT OF CORNERS AND EACH SIDE OF DOORLIJINDO'J OPENINGS <br />USE SIMPSON HURRICANE ANCHORS SP2 AT STUD <br />TO TOP PLATE CONNECTIONS <br />9, SIMPSON HURRICANE ANCHORS SPl AT STUD <br />TO BOTTOM PLATE CONNECTIONS <br /> <br />#10X1 1/2" LG HEX HD <br />CORROSION RESISTANT LAG SCREW <br />W/l 5/S' DIA FENDER WASHER <br />(3) PER PANELL6" D.C. @S!DE WALL <br /> <br />VALENCE CAP <br />#Sx1/2" CORROSION RESISTENT <br />WASHER HEADED SCREWS <br /> <br /> <br />3'x12"x.032" <br />CDMPaSITE ALUMINUM PANEL <br />OR RISER PAN 'wi IINSl.PRDTECTDR PANEL <br /> <br /> <br />DBL 2'X4' TOP PLATE <br /> <br />EXISTING <br />ROOF <br />~.-:;::::.:~ <br />.......-::....- <br />~....-- <br />=-- <br />=- <br /> <br />DBL 2'X10' HEADER <br />'W 11/2' PL Y'WOOD SPACER <br />OVER 'WINDOWSLDOOR <br /> <br />ALUM LASHING <br />INSTALLED 6" MIN UNDER <br />FIRST ROIJ OF SHINGLES <br /> <br />WINDO'WS PER SCHEDULE <br />1/2' PL Y'WOOD OR OSB <br />OVERLAP BOTTOM PLATE AND <br />~~~~~E.f~G~~IJ~SF~h <br />SEE NAILING NOTE <br /> <br /> <br />VINYL SIDING <br />TO MATCH EXISTING <br />2'x4' STUD CONSTRUCTION <br />R-ll INSULATION IN ALL 2X4 'WOOD 'WALLS <br /> <br />CONTRACTER TO VERIFY CONDITION OF HOST STRUCTURE <br />FASTEN RECEIVING CHANNEL TO HOST 2x4 MIN FACIA <br />#10x2" SMS DR LAG SCRE'JS@ 12" D.C. MAX <br />(2) RO'JS STAGGERED <br /> <br />SINGLE PT 2'X4' PLATE <br />FASTEN TO PERIMETER JOIST <br />'W 1(2 ST AGGGERED RO'WS) <br />16d NAILS 12' O.C, <br /> <br />-----------..-------...-..... <br /> <br /> <br />ENLARGED ~. <br />FACIA. ATI'ACHIlENT DETAIL <br /> <br />ALUM TERMITE SHIELD @ EACH PIER <br /> <br />STRUCTURAL PANELS <br />~ 'JOOD STRUCTURAL PANELS SHALL <br />OVERLAP THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE AND THE BOTTOM <br />PLATE AND THE PERIMETER JOISTS <br />OF THE 'JOOD DECK CONSTRUCTION <br />RO'JS OF 10d NAILS SHALL BE 1 1/2' <br />MINIMUM FROM EDGE OF PLA TES. 'JITH AN ADDITIONAL <br />ROW AT PERIMETER JOIST. EACH RO'W <br />SHALL HAVE NAILS AT SPECIFIED SPACING OF 3" <br />@ EDGES AND 6' IN FIELD <br />NOTE. 'WHERE 'JINDO'JS OR DOORS <br />INTERRUPT THE 'WOOD STRUCTURAL <br />SHEATHING AND 'WITHIN 4' OF EACH <br />CORNER AND ATTACHMENTS TO EXISTING <br />STRUCTURE USE SIMPSON SP28.SPl <br />DR EQUIV. APPLIED PER MFG'RS <br />SPECIFICA TrONS <br /> <br />S"XS'XS" CONC BLOCK PIER <br /> <br /> <br />4'X16'X16"CONC PAD <br />t-\~'\) OR EQUUIV, <br />~~" <br />~OR @ S'O.C. MAX FASTENED TO <br />2XS GIRDER 'W/FLAT SIMPSON CS-16 STF <br />R EQUIV, ASTM#123-S9A MOBILE HOME STRAP <br /> <br />,-- <br /> <br />----. <br /> <br /> <br />Non:: SHOWN BUILT ON WOOD DBa, JUY AlSO HI <br />CONSTBUC'l'BD ON 2t500PSI CONCRI'I'J: SlAB ... 'J'BIC <br />billa-tO 1m( cmrR .. IIJL POLYrILII OVIR CUlAJ <br />COKPACTID ~ 'I'RlU'nn AQD1. FOOTINGS 1m' <br />Rl!:QUlRBD IN TlONS W1TB SLOPING GRADE. <br />