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<br />RIDGE VENT <br /> <br />HARDBOARD PANS- <br />SIDING (FtA n SEAL <br />ALl VERTICAL WEATHERTIGHT <br /> <br />1x4 CORNER TRIM <br />BOARDS (TYPICAL) <br /> <br />WOOD TRIM CAP <br />W/ ALUM. FlASHING <br /> <br />WOOD HORIZ <br />SHIP LAP SIDING <br /> <br />o <br /> <br /> <br />SIDE ELEVATION <br /> <br />SCALE: 1/4" = 1'-0" <br /> <br />ooNTINOUS RIDGE VENT <br />ENTIRE lENGTH OF ROOF <br /> <br />25 YR DIMENSIONAL <br />SHINGLES OVER 15# faT <br />V2' OSB ON 2x4 ATTIC <br />1RUSSES @ 24' O.c, INSTALl SIMPSON <br />TRUSS "TIE-DOWN" CUPS ON BOTH <br />ENDS OF TRUSSES PER CODE <br /> <br />12 /~ <br />6 ~~~/ <br /> <br />~ <br /> <br /> <br />,,/"/" <br /> <br />F <br /> <br />/~/ <br /> <br />.' <br /> <br />Co <br /><\J <br /> <br />AWM GUTTER WITH <br />ALUM. FASCIA FASCIA <br />OVER 2x8 SUBFASClA <br /> <br />ALUMINUM <br />VENTED SOFFIT <br /> <br />2'-011 <br /> <br />5J~OJ! <br /> <br />2x4 sruos @ 16" o.c. WITH <br />7/16' OSB SHEATHING WITH <br />1YVEK <br /> <br />ALUM, FlASHING AT~ <br />WOOD TRIM CAP ~ <br /> <br />\ <br />SEE ElEVA110NS FOR 1 <br />SIDING 1l'PE ; <br />i <br />, <br />I <br />i <br />i <br />i <br /> <br />ci5Jco <br />'C' <br />ffi <br /> <br />2x4 TREATED PlATE ON <br />SILl SEALER WITH V2" <br />DlA. ANCHOR BOlTS AT <br />4'-()" O,C, AND WrTHlN <br />1-6" OF OORNERS <br /> <br /> <br />HOlD GRADE 6' BS-OW <br />SIDING (TYPICAL) <br /> <br />(3) iI4 BARS AT PERIMETER <br />OF ooNCRETE SlAB ALl SIDES <br /> <br />THICKENED ooNCRETE SLAB <br />WITH IM3-W2.9>(#2.9 waDED WIRE <br />FABRIC ON 6' GRAVEL BASE <br /> <br />2' x 2' ALUM. WINDOW <br />AT BOTH ENDS <br /> <br />INSTAlL ALUM <br />A.ASHING AT All <br />DOOR AND WINDOW <br />OPENINGS (TYPICAL) <br /> <br /> <br />F <br /> <br />/,';/p~_/ <br /> <br />~. <br />/ <br />,/ <br />/yr';/ <br /> <br />~~ <br />Coo <br /> <br />r/'/ <br />I <br />L_ <br />ATTI <br /> <br />/ , <br />~IJ <br />'" <br />-' , <br />"I <br /> <br />6' .n <br /> <br />\,} <br /> <br />STORAGE UILDING <br /> <br />(0 <br /> <br />.. -~ <br /> <br /> <br /> <br /> <br />FRONT ELEVATION <br /> <br />SCALE: 1/4' = 1'-0" <br /> <br />OUTUNE OF WINDOW IN <br />GABLE END WAlL <br /> <br />'~,~ <br />~ <br /> <br />'1 <br /> <br />~~" <br /> <br /> <br />"." <br />'. <br /> <br />3/4" PLYWOOD AT <br />STORAGE PLOOR <br /> <br />~~~" <br /> <br />/'""", <br />" <br /> <br />51-Oil <br /> <br />1 \0 <br />! <br />i <br /> <br /> <br />.''1 _'~1I1--clll-~ , <br />, TI~_ln~m!:birH]ltM;T;~l <br />~il~'l!iT'~!lE.i&~llW~ <br /> <br />9 ~ <br />'" 1= <br /> <br />I 2'0" <br />} 'TYPICAL <br /> <br />1 <br /> <br />BUILDING SECTION <br /> <br />SCALE: 1/2" = 1-0" <br /> <br />9 <br />Co <br />'" <br /> <br />~r' <br />I <br />I <br /> <br />(0 <br />~ <br /> <br />'9 <br />'" <br /> <br />9 <br />'-t <br /> <br />9 <br />Coo <br /> <br />(0 <br /> <br /> <br />I <br />L <br /> <br /> <br />8-011 <br /> <br />ROUNDED <br />CONCRETE TOP <br /> <br />I <br />STO~AGE <br />I I <br />112'O"xOO" I <br /> <br />16'-0" <br /> <br />G;)~~L~2'~1!LAN <br /> <br />"',f.::f> <br />../..JI..... <br />:.J';:1j;'.'" <br />""11:,1>3 <br />}Ljf~,'k.~ <br />,,1'1.. . <br /><i::.~';t~:) <br /> <br />"., "<- '-. <br /> <br />} 1'-6" } <br /> <br />6" STANDARD PIPE <br />ALL WITH CONCRETE <br />SEE FlOOR PlAN FOR <br />L0CA11ONS <br /> <br />TOP OF CONCRETE <br />PAVEMENT <br /> <br />CONCRETE FOOTING <br /> <br /> <br />GUARDPOST DETAIL <br /> <br />0_ <br /> <br /> <br />SCALE: 1/2" = 1-0" <br /> <br /> <br /> <br /> <br /> <br />UNE OF ATTIC <br />STORAGE ABOVE <br /> <br />C' DOWNSPOUTS TO <br />! DISCHARGE TO EX'G <br />i SWALE (TYPICAL) <br />I <br />I <br />D,S. <br />0- <br />I <br /> <br />_.~.~/o/ _ <br /> <br />8'-0" <br /> <br />ti) <br />Z <br />< <br />-1 <br />tL <br />\!) <br />Z <br />- <br />Q <br />-1 <br />- <br />::J <br />en <br />UJ <br />\!) <br />< <br />nL <br />o <br />\- <br />ti) <br /> <br />6'1> GUARDPOSTS <br />SEE DETAIL 5/ A 1 <br /> <br />UNE OF CONCRETE <br />PAVEMENT AT OVHD <br />DOOR MATCH WIDTH <br />OF EX'G ASPHALT DRIVE <br /> <br />\II <br />:J <br />s:... <br />E <br />\'ll <br />U <br />+> <br />\II <br />l,!)\) <br />Z3: <br />"" :::i 'S <br />"U-s.. <br />"-, => \) <br />"" to ..s:: <br />~UJ{} <br /> <br />~~<f5 <br />o no! 'S <br />000 <br />1...\-0 <br />\- \!) l,!) <br /> <br />'* <br /> <br />~< <br /> <br />" <br /> <br /> ..c: <br />0 ..c: <br />~ U <br />, <br />r-- <br />, >, <br />to CO <br /> '* '* ~ <br />.$ c .0 <br />m m 0 ~ <br />0 CL J 0 <br />if) <br />c <br />0 <br />'OJ <br />-5 <br />(J) <br />0: <br />