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MAXIMUM COLUMN SPACING - SIMP~l SPAN CONT NUOUS ROOF PAN SPAN ( I NCL. 1 FT. 0, H, ) ~DGE BEAM SIZE 4' 6' B' 10' 12' 14' 16' 18' 2 X 2 X , 044 .6' -4' 5' -6' 5'-0' 4' -6' 4'-2' 3'-11' 3' 8' 3'-6' Patio fxt. 7'-2' 6' -3' 5' -8' 5' -2' 4' -9' 4' -5' 4'-2' 4'-0' 2 X 3 X . 050 8'-10' 7' -8' 6'-10' 6 -:r 5' -10' 5' 6' 5' -2' 4' 10' Patio fxt. 10'-0' 8' -8' 7' -9' 7'-]' 6' -7' 6'-E' 5'-10' 5'-6' 2 X 3 X , 050 7' -10' 6'-10' 6'-1' ::J -r 5'-2' 4' 10' 4' -7' 4'-4' T I It fxt. 8'-B' 7' -8' 6'-10' 6' -3' 5' -10' 5'-6' 5'-2' 4'-10' 2 X 4 X , 044 J:J - 11' B' 10 -y )I -b B' -10' B' -3' 7 -'Y' 7 -4' X . 120 S, M. B. }4'- , 12' -fo' 11'-6' lU'-b' 51' -9' 9'-2' B'-8' B'-2' e X 4 X , 050 9' -1 " 8' -7" 7' -8' 7' -0' 6'-6 6'-i?' 5' -9' :5' -6' T / It fxt. 10' - '0' 9' - 7" 8'-8' 7'-10' 7'-3' 6'-10' 6'-5' 6'-1' 2 X 6 X . 055 19' -0" 16'-7' 14' 10' 13' 7' 12' 7' 11 ' 9" 11'-1' 10'-6' X . 120 S, M. B. 20' -10' 18' -2' 16' 3' ]4'-11' 13' - 9' 12'-10' 12'-2' 11 ' -7' 2 X 7 X , 062 18' -10' 16' 10' 15' 5' 14' 4' 13' -5' 12' -8' 12' -0' X , 120 S. M. B. 20'-8' IB' 6' 16' -11' 15' B' 14'-8' 13' -11 ' 13' -e' 2X 7 X , 062 21' -2' 19' -4' 17' '10' 16' 9' 1:3' -lU' 15'-0' S. H, B, W/INSERT 23'-3' 21 ' - 3' 19' -B' 18'-4' 17' -4' 16'-6' e X 8 X , 07i! i:U -:1 18' '11 ' 1 7' -B' 16'-8' ~. :10' X , 224 S, M. B. ee'-Y 20' -9' 19' -5' 18'-4' 17-=Y 2X 9 X , 072 i:i: -6' eO' - 9' 1 'Y' -6' IB'-6' 1/ -6 X ,224 S. M, B, e4' -lD' 23' -0' 21' -7' 20'-5' 19' -4' . ~DG~ B~AM SPAN TABL~ -j f-1 'O/H (TYP, ) -j f-1' O/H (TYP, ) 1/4' /FT, (MIN. ) 1/4' /FT. (MIN. ) ~ ~ ... 12' AL. ROOF PANS ... l...J ::t l..J ! ~ ~ ~ ::t VI .:q VI .:q ~ ~ t:l ~ ~ ~ EJ c:5 fJ SPAN l..J EDGE BEAM PLAN CENTER BEAM PLAN MAXIMUM COLUMN SPACING - SIMPLE SPAN CONT I NUOUS R lOF PAN SPAN CENTfR BfAM SIZr 5' 6' 8' 10' 12' 14' 16' IB' E"X6"x.055x. leo ir-f 13' -8' 11 ' -10' 10' -8' 9' -51' 9' -0' , -5' 7' -11 ' S~/t' Hatlno Ext. ' - " 15'-0' 13' -0' 11'-8' 10'-B' 9'-10" , -3' 8'-8' E" x 7' x. 06Ex. 120 17'-] 15' 7' 13' 5' IB'-O' 11 ' -0' 10' -B" , -6' 9'-0' Sf'/r Mat/no fxt. lB' 10' 1 7' -1 ' 14' -f}' 13'-2' 12'-0' 11'-2" '0'-6' 9' 10' B' x 7' x, 062x, lBO el'-6' 19' 7' 1 7' -n' 15' -1 ' 13' 9' 12' -B' 1'-11' 11' -4' Sf' / r Me t / ng fxt. 23'-6' 21'-6' 18' -7' 16' -6' 15'-2" 14'-0" 13' -1 ' 12'-4' w/lnSf'rt 2" x8" x, 072><, 224 c:'i:' -t:/ 20' '8' 1 7' -1 I ' 16' 0' 14' -7' 13' -6' 'r' - , 11'-11' Sf'If' Mat/no fxt, 24' -10' e2' 8' 19'-1' 17' -6' 16' -0' 14' - 1 0' , - 0' 13'-0" 2" ><9' x, o 72x, 224 i?5'-i?' 22' - I 1 ' 19' '10' 17' 9' 16'-2" 15' -0" ~ -l ' 13' -3' Sf'If' Motlno fxt, 27' -6' 25' -2' El' -9" 19' -6' 17' -51' 16'-5" , - , 14'-6' CENTER BEAM SPAN TABLE NOTD VALUES .'lAy BC INTeRPOLATCD FOR lNTeRMCDIATC LENGTHS DR SPACINGS DAVID NORRIS CNGINEERING DESJGNF:lJ TO '97 STANlJARlJ BUILDING CODE PC~ CHAPT. 1606 FOR 110 MPH III ND Pg. j-B eXPIRES AFTER FCB. I, '01