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<br />--. <br />~ <br />.:a <br />:a <br />:a <br />':!II <br />::;; <br />:a <br />::II <br />:;; <br /> <br />~ <br />~ <br /> <br />=- <br />::; <br />== <br />:=II <br />:a <br />=:z <br />:;a <br />:a <br />:;a <br />:;a <br />:;a <br />~ <br />.:;a <br />:;a <br />41 <br />.:a <br />:;a <br />== <br />::I <br />::I <br />= <br /> <br /> <br /> <br />COLUMN <br /> <br />1- <br /> <br />NTE <br />72' <br /> <br />T <br />I'" <br /> <br />L.b <br /> <br />"I <br /> <br />IlIIF 10M <br /> <br />t <br /> <br />HEIGHT <br /> <br />~ <br /> <br />MANSARD <br /> <br /> MAXIMUM COLUMN HEIGHT <br /> IN DECIMAL FEET <br /> SCREEN WAllS 13 PSF . SCREEN ROOF 7 PSF <br /> WIND LOADS UP TO 120 MPH <br /> (0) (F) (G) (H) (I) (J) (K) (L) (M) (N) <br />SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x8 5MB 2x7 5MB 2x8 5MB 2x9 5MB <br />3'.o' 9.75 13.00 13.83 16.00 18.50 18.50 X X X X <br />4' -()' 8.67 11.67 12.50 14.50 14.33 16.67 X X X X <br />5'.o' 8.00 10.83 11.50 13.00 12.83 15.50 X X X X <br />6'.o' 7.33 9.83 10.83 11,83 11.67 14.50 19.33 X X X <br />7'.o' 6.83 9.17 10.17 11.00 10.83 13.67 17.83 19.67 X X <br />8'.o' 6.33 8.50 9.67 10.3 10.00 12.83 18.67 18.33 X X <br />9'.o' 8.00 8.00 $1.17 $I. $1,50 12.00 15.67 17.33 X X <br /> INTERPOLATION OK <br /> <br /> <br /> <br />INTERIOR tT;\ <br />CHAIR RAIL ~ <br />CONNECTION <br /> <br />31 <br /> <br /> <br />H1tNOII I"AS1!NIIO <br />! 110 SId I lit <br />_ 011 _ SIC11CIIII <br /> <br />GABLE <br /> <br />I CHAIR <br /> <br />RAIL CONNECTIONSI <br />DETAIL CD <br /> <br /> <br />1/1" REtEVlNO alllHNn. <br />~IN. -r <br />W/ 4 flO !INS <br />/ <br /> <br /> <br />IN1EIl1at 'U" alANNn. <br />.,,/ 4 flO _ <br /> <br />EXTERIOR @ <br />CHAIR RAIL I1 <br />CONNECTION <br /> <br />INTER lOR @ <br />CHAIR RAIL 12 <br />CONNECTION <br /> <br /> <br />ALUMINUM STRUCTURES MASTER PLAN <br />ENGI~ERING INC. @ COPYRIGHT AL. INC. 1994 <br />