Laserfiche WebLink
lilli <br />11*r--E- <br />noormoni : r noorn*,11,-I-/-'I <br />mak -19 .Oil- w .r--- all feW MAN ' 1 -nolt-%%,TH r ENCLO/LIV//il™ .0 12.9 <br />f-t No·2 NOTE 2 ."-*9 '.6---0- NOTE 2 NOTE&1.0(RECTION OF PAFEL SPAN SHALL BE ROTATED <br />90 DEGREES PAOVI*ED A FUDGE BEAM VITH e iiiSU'PORT COLUMNS 13 PROVED. FUDGE BEAMS <br />.. AND SUPPORT COUNNS SHALL BE DESIGNED BY <br />1-0-OF=,1,1Jom <br />OTIERS. <br />= FROM THE ITERNAL WALL SUIVACE. MLICIEVER <br />SHALL BE 2 TIMES ne OVERMANG OR 5-2- <br />8 GREATER. <br />1 : 1 /*-BA 1 FOROIZTALLATONSM™GE BE- N <br />4. FOR INSTAUAT,ONS WITHOUT FUDGE BEAM1.PA,a TYP PAIa le«MUM SLOPE NDIRECTIONAWAYFOR · <br />SOS™G STRUCTURE SHALL BE 1,4' PER FOOT.r--3-ic' 1 <br />l.ne. Elled':Bil(OPTION I--o• 3 11!114/;1. p 0.0/'RgbOTYPE I -SHED ROOF *3 (m <br />6 + TYPE 11 - GABLE ROOF 0, C *58.ROOF PLANS n e <br />1/40 - 1'-e .m <br />,,I, 1/IAX eg, <br />CL POST & BEAM EXIST 41 Al •• <br />r OPTIONAL ROOF PANEL 7 . SUPPORT COVER STRUCTURE <br />FLLER PANEL ROOFPNEL -.WYf <br />\29 - -• M <br />1 2.»£80* <br />il - -//I/!=11 I <br />i *,44*0N N <br />- <br />b * <br />. 6.1 <br />r-+ STANDARD NOILEARING <br />PAFEL PAP«EL 1.--LE MULLION SPACING . ri NOE <br />..NOTES FOR 1/ NOTE• SEE ENCLOSURE TABLES <br />AREA (TYP)FOR WALL HY UMITAnONS.SEE NOTE IH. 3 ON G-2 FOR <br />POST a BEAM REQUIREMENTS <br />18 <br />A <br />€i <br />1 <br />1 DN <br />NOTE 3 <br />LON <br />OTE 3 VTA CON <br />3.E <br />12 <br />1/raill <br />T <br />Lms&i-FF <br />46 <br />TYPE 1 - SHED ROOF TYPE 11- GABLE ROOF <br />FRONT ELEVATION <br />3/18' • 17 <br />FRONT ELEVATION <br />111. . r. <br />COVER ONLY - <br />SIDE ELEVATION <br />3/tr •10' <br />1.000 <br />010 01®HR <br />.PA,a t•0.075 UON I <br />00-TI <br />Usl <br />4, <br />0 <br />0 <br />0 <br />AT <br />be <br />rm <br />F ihe <br />.6- 2.138 ---•-- 0-31/ <br />1.000 2800 --r- 1.740 -9 <br />. <br />102.101. 9 N :W <br />t¥ 22 - h m Z <br />•4070 UON <br />M.075 UON ....r g <br />'1.10.. <br />1421 04' PANIL .0.080 1/ID •0.00 UON 12=. r 80#Ts 4,70.4- , 25 <br />,2 <br />8063-TI u,0 0 r PARE 808MTI 7.11. p PAN. 1 8083a 43./ ..... <br /> 412/4,0.Fl/262/4/liz' <br />...DMI .k pri N \A\ <br />- .1000 401«4 -:Z <br />...TD- P.3Imt B r# : 'f 1102/110* <br />4.0..01. J <br />. 6-- 2.4.--' , .6 1.8009k- 1= . -11,0 ------ 1.480. · <br />- -0.0- <br />y HANGING RAIL. .4- HANGNG RAIL (HM)WHANG*G RAL OIR) .100 0 10}.t . - '.FASCIA ORA..1 1.lWJTTER <br />DETAIL DETAIL DETAIL DETAIL DETAIL 91 1,0 -Il) - <br />IT. <br />< 5501 >H•LF <4238 > <15989 > (5594 > r (5595 > r <br /> 5597>4. 'u €5596 > C _ <br />DAT. <br />- - - - .. 1 <15988> 6, - - -- <br />&70/ <br />...... <br />LRP-1 <br />.... 3 0, 222