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<br /> <br />~:.L...' <br /> <br /> <br />-::""",-~-o-_,-,'-.'::::-'- <br /> <br />." .-_....l-:'!....d~.~.....,..........~.z'.r.'r<:.-..,_.--L_.,:_,~_-,._.:~_. _"-"'"__"""_'___'_'_""...,.,. _,' <br /> <br />I 2 x 3 EDGE BEAM CONNECTIONS DETAILS I <br /> <br /> <br /> <br />(2) #10 X 2" <br />SI..lS THRU CO!... <br />INTO SCREW BOSSES <br /> <br />(2) #10 X 2" <br />SMS THRU COL <br />INTO SCREW BOSSES <br /> <br />1 1/4" X ,050 X S" <br />LONG STRAP W/ (2) <br />#10 SMS INTO EDGE <br />BEAM ANO (2) /110 <br />SMS INTO CO!... <br />(REO'O fOR SPANS <br />GRE'A TER THAN 12'-0' <br />W/ 2'-0" I..lAX. <br />OVERHANG) <br /> <br />2 X 3 - ,OSO P,B, <br /> <br />2 X 3 - ,OSO P,B, <br /> <br />1 1/4" X ,OSO X S" <br />LONG STRAP W/ (2) <br />#10 SMS INTO EDGE <br />BEAM AND (2) #10 <br />SMS INTO CO!... <br />(REO'O fOR SPANS <br />GREATER THAN 12'-0" <br />W/ 2'-0" MAX, <br />OVERHANG) <br /> <br />,062 REC, CHANNEL <br />W/ (4) - #10 SMS <br />INTO EDGE BEAM <br />AND COLUMN <br /> <br /> <br />2 X 3 P,B. COL. <br />(T'rP.) <br /> <br />2 X 3 P,B, COL <br />(TYP,) <br /> <br />~ <br /> <br />@ <br /> <br />/110 X 1 1/2" SMS <br />@ 24" O,C, AND WITHIN <br />6" Of EACH SIDE Of <br />COLUMN <br /> <br /> <br /> <br />(4) - #10 SMS W/3/4" <br />NEO-WASHERS PER 12" <br />PANEL <br /> <br /> <br />(4) - /110 X 4" SMS <br />IN TO SCREW BOSSES <br /> <br /> <br /> <br />(2) #10 X 2" <br />SMS THRU COL <br />INTO SCREW BOSSES <br /> <br />2 X 3 - ,050 P,B, <br /> <br />1 1/4" X ,050 X S" <br />LONG STRAP W/ (2) <br />#10 SMS INTO EDGE <br />BEAM AND (2) /110 <br />SI..lS INTO COL <br />(REO'O fOR SPANS <br />GREATER TH(<N 12'-0" <br />W/ 2 -0" MAX, <br />O\o(RHANG) <br /> <br />2 X 3 - ,050 P,8. <br /> <br /> <br /> <br />1 1/4" X ,050 X 5" <br />LONG STRAP W/ (2) <br />#10 SMS INTO EDGE <br />BEAM AND (2) '10 <br />SMS INTO CO!... <br />(REO'O fOR SPANS <br />GREA TER THAN 12'-0" <br />W/ 2'-0" MAX, <br />OVERHANG) <br /> <br />I X 2 0/8 <br /> <br />2 X 3 P,8. COl. <br />(TYP,) <br /> <br />(4) - #10 X 1 1/2" <br />IN TO SCREW BOSSES <br /> <br />cg <br /> <br />@ <br /> <br />NOTES: <br /> <br />@@@ <br />@ <br /> <br />ROOF SPANS UP TO 12'-0" WITH MAXIMUM 2'-0" OVERHANG <br /> <br /> <br />/ <br /> <br />USE 2 x 2 EDGE BEAM SPAN VALUES <br /> <br />EBC23 <br /> <br /> <br />~ ALUMINUM STRUCTURES MASTER .PLAN <br />ENGf..EEffl:J.~. @ COPYRIGHT AL, INC, 1994 <br /> <br />70 <br />