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<br />* G.C. VERIFY ROOFF PITCH <br /> <br />GENERAL NOTES: <br /> <br />ROOF PITCH VARIES PER SUBDIVISIONS <br />(5/12 OR 5.9/12) <br />IT IS THE CONTRACTORS RESPONSIBILITY <br />TO VERIFY ROOF SLOPE REQUIREMENTS <br />WITH TRUSS MANUFACTURER. <br /> <br />VENTILATION CALCULATION <br /> <br />ROOF CRITERIA <br /> <br />-12" OVERHANG U.N.O. <br />-PLUMB CUT FASCIA <br />-ROOF PITCH PER ELEVATION <br />-WINDLOAD CALC. PER ASCE 7-98 <br />(VARIES BY LOCATION) <br />-SHINGLE LOADING <br /> <br />FORMULA == S.F /300 (1/300) 1 2 (INTAKE vs EXHAUST) <br />* 144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH <br />REQUIREMENT <br /> <br />2076 TOTAL 498 SQ, INCHES OF 5 TOTAL <br />S,F. VENTILATION REQUIRED REQUIRED VENTS <br /> <br />~ <br />~'.. ~~ <br />~n .""'-J... <br />./. ' .. .................. <br />./'" . ............... <br />~ ....... .. ...... ~ I <br />./' · .. .~ 4 OFF <br />./'"~' .. .. T '. ... . .,.j .., ,,' " " ..~ I ~IDGE VENT <br />/' ... L .' · ... ..,. Ll'-O" or'- · ~L <br />./../' . .. "', .. .. . DG E "'5:L' ..' ,~~ <br />~ ..... ..........-................... <br />./'. . · · · . ., · ..../'. . · . L · , · .............. <br />./""-r . ... . n; ./'.., '" . . . . ............. <br />./[ ..' " ., ... ... ... ../'..,.,.... . -............. <br />,,:'_ .L'. · ... ... . ., "." .. .. ............ <br />FREIZL,/::. .. ., ..... ..., . . .. ... ., ... ... . '............. <br />, ~ "-. '" . .,. ,........,.. - . - ./ .. .... .. . ..', . .. .................... <br /> <br />, I <br />"' \ / <br /> <br /> <br />EEED <br /> <br />OPENING PRESSURES <br />INT. END <br />CD @ <br />+35.8/-38.1 +35.8 / -45.0 <br />@ @ <br />+34.2 / -36.5 +34.2 / -41.7 <br />CD CD <br />+32.9/-35.2 +32.9/-39.2 <br />@ @ <br />SEE COVER SEE COVER <br /> <br />4' OFF~ <br />RIDGE j <br />VENT ~ ............. 12 <br />~..;.. ................ I <br />~ u 4' OFF RIDGE T "., . ............. 5 9 <br />./ '. '. ... .., "T' ... 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OVER S.G.LJ' .. .. ..' .................... <br /> <br />/ <br /> <br />4' OFF <br />RIDGE VENT <br /> <br />" <br /> <br />4' OFF <br />RIDGE <br /> <br />~ <br /> <br />O"l <br /> <br />I <br />I .9 <br /> <br />/ <br />, 6"" <br /> <br />KEY6TONE <br />DET AIL <br /> <br />'I' ' <br /> <br />:s: <br />U <br />o <br />....J <br />ro <br />u.. <br />o <br />Q.. <br />o <br />I- <br /> <br />~.- <br />:r: <br />o <br /><( <br />w <br />:r: <br />~ <br />o <br />o <br />~ <br /> <br />81" <br />:s: :r: <br />U 0 <br />o <( <br />....J W <br />ro :r: <br />u.. <br />o ~ <br />D.. 0 <br />o 0 <br />I- ~ <br /> <br />6/6 TRIM 1\ ~ <br />\~~ <br />~~ <br />I.[ J ' <br /> <br />..... <br /> <br />............. <br />.. '.~ <br />'.. ............... <br />.... ..' ~ <br />..... . ............ <br />· .., L .. .. ~ <br />. . ...~ <br />.. ... .. ... .. ~ <br />.'. 'T ......~ <br />.. . .... ........... <br /> <br />I <br /> <br />I <br /> <br />LEFT ELEVATION I <br /> <br />NOTE: 1'-0" OVERHANG <br />SCALE: 1/4" = 1'-0" <br /> <br />12 <br /> <br />[s9 <br /> <br />2'-0" <br />""'<~- -I- - ~ <br />~ <br />--- -~ <br /><.;:l <br />:r: <br />o <br /><( <br />w <br />:r: <br />~ <br />o <br />o <br />~ <br /> <br />:s: <br />U <br />o <br />....J <br />ro <br />u.. <br />o <br />Q.. <br />o <br />I- <br /> <br />00 C? <br />, 00 <br />to <br />FI~~L~ _ _ _\.--- _,~ <br /> <br />RIG~T ELEVATION I <br /> <br />NOTE: 1'-0" OVERHANG <br />SCALE: 1/4" = 1'-0" <br /> <br />I <br /> <br />D <br /> <br />DO <br />DO <br />D0> <br />DO <br /> <br />\ / <br /> <br />DDDDDDDD <br />DDDDDDDD <br />DDDDDDDD <br />DDDII IIDDDD <br /> <br />/ <br />o / <br />/:: <br /> <br />CJ <br /> <br />8" TRIM ~ <br /> <br />I( ^ '\ <br />" '.-/ <br /> <br />C? OJ) <br />00 to FIN. FLR. 35 SH <br /> <br />..J _~___________ <br /> <br />C? 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OF C:I_A&& <br />24" OFF FLOC~ <br /> <br />I NOTE: ALL TRIM, BANDINq <br />TO BE CUT / SCORED I <br /> <br />8" THK x 2'-0" WIDE <br />FRAME OUT COLUMN <br />BLK BASE TO 2'-0" - <br />HIGH. <br />SMOOTH CEMENTITIOU' <br />FINISH <br /> <br />NOTE: 1 '-0" OVERHANG <br />SCALE: 1/4" = 1'-0" <br /> <br />v--8" TRIM <br />I <br /> <br />'--- <br /> <br />16' X 7' 32 PANEL fH'\ <br />OVERHEAD DOOR ~ <br /> <br />FRONT ELEVATION I <br /> <br />NOTE: 1'-0" OVERHANG <br />SCALE: 1/4" =1'-0" <br /> <br />W <br />LL.~O::: <br />'00::: 0 <br />w LL.LL. <br />~~~~ <br />~-O::) <br />W x~o:::o <br />U 0::)LL.() <br />O:::OZ() <br />I- o.."",W<( <br />O o..""'~f- <br /><(0<(0 <br />Z wO:::f-z <br />O:::LL.w <br />W <(zo:::o <br />(I""l ow<(o <br />'-J W:S:U)O <br /><t: f-~ZZ <br />I- 0 0<( <br />::)w-w <br />O OO:::U)"", <br /><( Z "'" . <br />o ~U)W~Z <br />LL ~Z~LL.Q <br /><(000f- <br />W t;u)0:::f-() <br />0::: o~Q~::J <br /><t: LL."",0:::()0.. <br />W""'wOo.. <br />:J O:::Of-a5<( <br />a <(-I~ -I <br />::)-1 .0:::-1 <br />(j) OU) <( U) 0 <(~ <br />0:::-1"- <br />w-lO <br />:J>~ZO::: <br /><(0::><(0 <br /> <br />~~-I ~ <br />cnta ~ ~ c=J o~ <br />~'u ~ ~ <( CO <br />~~~~ <br />I en 0 0 <br />cncug:~ <br />Q,) c 63 0 <br />- 'OJ) u:: -I <br />ca.- -::::J .....J <br />.. en ~ co <i: <br />OQ,)W 0::: <br />"C () f- <br />E ~ <br /> <br />~ R:;~ t3 <br />~ ~ -I01U:: <br />_'Y'I. ~ r:'"\ . co 0 LL. ~ <br />:.....)~ui wr--OLL. <br />~N 01<;;1" <br />z01 010 <br /><( -I 01 01 <br />O:::LL.NN <br />o . 00 <br />.~oooo <br />- a; U)o.. 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U -<(U) <br /> 2=~::) <br />0:: 0:: SHEET NO. 0.. <br /> 0::: <br />() 0 <br />0 5 u <br /> w <br /> ~ <br />~ 0 0 <br /> OF I <br />Z U) <br />(j) 25 ::) <br /> 01 <br />LLJ 0 <br /> 0 <br />~ N <br />> LAST PLOT DATE @ <br />0 March 01, 2005 <br />Z <br />-I ELEVATION <br />- <br />