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VERIFY ROOF PITCH <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 />GENERAL NOTES: <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 1300 (1/300) 1 2 (INTAKE vs EX"AUST) <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. 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FLR. <br /> <br />:~~~t~M~;~;~~~;~ <br /> <br />o <br />o <br />IJ) <br />W <br />f- <br />- 0 <br />::J -q <br />Z Ul ..... r--. <br />o ci ..... r--. <br />- > I 1\1 <br />Ul ..J ID III <br />- OJ 0 I <br />> IJ) ID <br />a W M IJ) <br />ll:: M r--. <br /><( 0 L'~ I <br />c.I..JM <br />U'l LL ..... <br />~f-<(OJ <br /><( U'l 0. I <br />~ W ..... <br />~ ~ <br />.~ <br />Z <br />o <br />o <br />IJ) <br /> <br />RIG~T ELEVATION II <br /> <br />NOTE: 1'-0" OVERHANG <br />SCALE: 1/4" = 1'-0" <br /> <br />4' OFF <br />RIDGE VENT I <br />~ <br /> <br />I I <br />4' OFF RIDGE VENT <br /> <br />12 <br /> <br />. <br /> <br />5~ <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 <br />+32.9/-35.2 +32.9/-39.2 <br />@) @ <br />SEE COVER SEE COVER <br /> <br />I I <br />4' OFF RIDGE VENT <br /> <br />2'-0" <br /> <br />-,---- /' .. .. <br /> f- ~ I <br /> ~. - - - f-- - - <br />~ I D <br />u 0 <br />0 <t: <br />.....I W <br />en I <br />LL ~ <br />0 <br />CL 0 CUT 1 SCORED <br />0 0 <br />f- ~ 1A3 SH BANDS <br /> (TEMP) RETURN 2'-0" <br />q ~ CD I <br />00 (0 I <br />~ --' FIN. FLR. <br />------- <br /> <br />D <br />Z ~ <br />~CIJ<.:l D <br />CIJ::r:- <br />UJI-ClJUJ:J <br />DZ CIJ:::! < <br />DO-::r:> <br />z~t:~CIJ <br /><C\lUJo::~ <br /><.:l"'"~OD <br />~O::DDO <br />~t2UJUJu <br />C2D~~~ <br />D:JO::ClJ1:l! <br />CIJ~UJDO:: <br />IClJtZ::l <br />I--<<U <br /> <br />LEFT ELEVATION II <br /> <br />NOTE: 1'-0" OVERHANG <br />SCALE: 1/4" = 1'-0" <br /> <br />~ 10" ./ <br />, <br /> <br />4' OFF 4' OFF <br />RIDGE ~ r--- RIDGE <br />VENT j ~ j VENT <br /> <br />~.~ <br /> <br />/'/" ~ <br /> <br />/'./ . . .-1 OFF RIDG~ . . .................'" <br />/'" ,T iT. . ................ <br />./'. ... r .. .. ..:. . ... ... ..: ~ <br />./' : : ..... . .... . ... ............... <br />/" . 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Q.. <br /> 0:: <br /> 0 <br />0 ~ 5 U <br /> w <br /> ~ <br />l- N 0 <br /> OF I <br />Z (/) <br />~ 25 ::l <br /> (Y) <br />lLJ 0 <br /> 0 <br />> I- LAST PLOT DATE N <br /> @ <br />0 April 12, 2005 <br />Z <br />--.J ELEVATION <br />- <br /> <br />, <br />, <br /> <br />0) <br /> <br />1-6" ./ <br />, ~ <br /> <br />I <br />I <br /> <br />5 <br /> <br />KEYSTON E <br />DETAIL <br /> <br />, <br /> <br />CREIZE <br />....~ <br />~ <br /> <br />''''1' <br /> <br />>- <br />0:: <br />f- <br />Z <br />W <br />@l <br /><..;:J <br />Z <br />0:: <br /><t: <br />w <br />en <br /> <br />,/' \ \ I <br /> I EEEB <br /> "';", u <br /> DO 0:: <br /> <t: <br /> .' LL <br /> DD 0 <br /> CL @ <br /> 0 <br /> f- <br /> ~~D ~ 35 SH j <br /> /~ DD l"- <br /> \. J-\ ) I <br /> - <br /> ..... <br /> <br />\ / <br /> <br />00000000 <br />00000000 <br />00000000 <br />000.0000 <br /> <br />@ 16' X 7' 32 PANEc----J <br />OVERHEAD DOOR <br /> <br /> ~ ~ <br />D D I <br />0 U 8" TRIM-.. <br />0 <br /><t: ....J \ <br />W en <br />I u.. <br />~ 0 <br /> 0 CL <br /> 0 0 <br /> ~ f- <br /> <br />t-I' <br /><..;:J <br />I ~ <br />o U <br /><t: 0 <br />W .....J <br />I en <br />~ LL <br />o 0 <br />o CL <br />o <br />~ f- <br /> <br />8" TRIM <br /> <br />u/6 TRIM <br /> <br />5' <br />~ q 0 <br />FIN, FLR. to, 00, ..., <br />........ .. ,', ' <br /> <br />- <br /> <br />~ q <br />35 SH FIN. FLR. (0 00 <br /> <br />- - - - - - - - - - -'.-- - \ ,.- <br /> <br />@ 25 SH <br /> <br />@ <br /> <br />CD <br /> <br />BUTT JOINT ON <br />2 X 4 WALL <br />WI HEADER <br />@6'8" <br />BOT. OF GLASS <br />24" OFF FLOOR <br /> <br />CQ) 6068 SGD <br /> <br />[NOTE: ALL TRIM, BANDING I <br />I TO BE CUT 1 SCORED <br /> <br />8" THK x 2'-0" WIDE <br />FRAME OUT COLUMN <br />BLK BASE TO 2'-0" <br />HIGH. <br /> <br />- <br /> <br />REAR ELEVATION <br /> <br />FRONT ELEVATION II <br /> <br />NOTE: 1'-0" OVERHANG <br />SCALE: 1/4" = 1'-0" <br /> <br />SCALE: 1/4" =1'-0" <br />NOTE: 1'-0" OVERHANG <br />