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<br />.. <br /> <br />::. <br />> <br />.>'[:~ <br /> <br />~ <br />:>> <br />~ <br />;;g <br /> <br />:. <br />II <br /> <br />:M <br /> <br />II <br />5 <br />II <br />. <br />II <br />II <br />II <br />11 <br />PI <br />II <br />it <br />I <br />B <br />I <br />I <br />. <br />II <br />I <br />I <br />. <br />I <br />'I <br />I <br /> <br />--_._,.,.'--,-- <br /> <br />_.- <br /> <br />r--":-,,'- <br /> <br /> I SIDE 'WALL COLUMN TABLE I <br />L5tl (j# RIU" IEAM ~ <br />! <br />~ <br /> HEIGHT t <br />NTE j <br />72' HEIGHT <br />T t <br />I'" Ul -I MANSARD <br />GABLE <br /> <br /> <br /> <br /> <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 2x6 5MB 2x7 5MB 2x8 5MB 2><9 5MB <br />3'-0' 9.75 13.00 13.33 16.00 16.50 18.50 X X X X <br />4'-0' 8.67 11.67 12.50 14.50 14.33 16.67 X X X X <br />5'-0' 8.00 10.83 11.50 13.00 12.83 15.50 X X X X <br />6'-0' 7.33 9.83 10.83 11.83 11.67 14.50 19.33 X X X <br />7'-0' 6.83 9.17 10.17 11.00 10.83 13.67 17.83 19.67 X X <br />8'-0' 6.33 8.50 9.67 10.33 10.00 12.83 16.67 18.33 X X <br />9'-0' 6.00 8.00 9.17 9.67 9.50 12.00 15.67 17.33 X X <br /> INTERPOLATION OK <br /> <br /> <br />CHAIR <br /> <br />RAIL CONNECT-I9NIJ <br />DETAIL CD <br /> <br /> <br /> <br />INIDIKJI V Cl-tANNEl. <br />"/ 4 ~O SIo4S <br /> <br /> <br />1/1.' IlEtn1N; Cl-tIlNNn. <br />NIN. 2' <br />"/ 4 "0 !iNS <br />/ <br /> <br />tmNOII 'ASmtHO <br />2 flO _ t II! <br />- OR _ SB:"llOWS <br /> <br />~ <br /> <br />EXTERIOR @ <br />CHAIR RAIL 11 <br />CONNECT! ON <br /> <br />INTERIOR @ <br />CHAIR RAIL 12 <br />CONNECTION <br /> <br />INTERIOR ~ <br />CHAIR RoftIL ~ <br />CONNECTION <br /> <br /> <br />ALUMINUM STRUCTURES MASTER PLAN <br />ENGIt-EERING, INC. @ COPYRIGHT AL, INC. 1994 <br /> <br />31 I <br /> <br />