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<br /> <br /> <br />. .U4JI-t~""""~~' ~~~~h't:.ill~',>t'-,,_,""t'''''*'"''';'''~" ^";~'~""""""'1.,,~'t"'~'.-'t:j }0....~iii..... <br /> <br />I 2 ){ 3 EDGE BEAM COONECTIONS DET A!~~ <br /> <br /> <br />1 1/4' X .050 X S" <br />LONG STRAP VI/ (2) <br />110 SMS INTO EDGE <br />BEAM AND (2) /fIO <br />SMS IN TO COl. <br />(REO'O FOR SPANS <br />GRtA TER THAN 12'-0' <br />W/ 2'-0. tJAX. <br />OVfRHANG) <br /> <br /> <br />1 1/4" X .050 X 5' <br />LO~G STRAP W/ (2) <br />110 SUS INTO EDGE <br />BEAM AND (2) 1/10 <br />StJS INTO COL. <br />(REO'D FOR SPANS <br />GREATER T11(1N 12"-0" <br />W/ 2 -0" UAX. <br />Oy[RHANG) <br /> <br />(4) - #10 X 1 1/2- <br />IN TO SCREW BOSSES <br /> <br />NOTES: <br /> <br />@E@ <br />@ <br /> <br />EBC23 <br /> <br /> <br />70 <br /> <br />(4) - #10 X 4" SMS <br />INTO SCREW BOSSES <br /> <br />@ <br /> <br />610 X 1 1/2" SMS <br />@ 24" O.C. AND 'MTHIN <br />6" OF EACH SIDE OF <br />COLUUN <br /> <br />@ <br /> <br /> <br />(2) 610 X 2" <br />StJS T11RU COl.. <br />INTO SCREW BOSSES <br /> <br />2 X 3 -OSO 1'8. <br /> <br />2 X 3 1'.8. COl.. <br />(TW.) <br /> <br /> <br />(2) #10 X 2" <br />SMS T11RU COl. <br />INTO SCREW BOSSES <br /> <br />2 X 3 - .050 P.B. <br /> <br />1 X 2 ole <br /> <br />2 X 3 P.B. COl.. <br />(TYP.) <br /> <br />(4) - /10 SMS W/ 3/4" <br />NEO-WASHERS PER 12' - <br />PANEL <br /> <br />E <br /> <br />l <br />) <br /> <br />1 1/4" X .050 X s" J1 <br />LONG STRAP w/ (2) <br />110 SMS INTO EDGE <br />BEAU AND (2) 610 . <br />SMS INTO COL tj <br />(REO'D FOR SPANS <br />GREATER THAN 12"-0" <br />w/ 2'-0" MAX. <br />OVERHANG) <br /> <br />(4) - 110 SMS W/ 3/4- <br />NED-WASHERS PER 12' <br />PANEL <br /> <br /> <br />(S) <br /> <br />~. <br /> <br /> <br />," <br /> <br />#: ) X <br />r.F~ Dc. <br />,:1/('.1 2C'SSF~ <br /> <br />.),0 P.B <br /> <br />FTC. U',ltlNEl <br />(1..) .-. D;Q SlA~ <br />tr)!;, [:,AIA <br />Ul.UIi"i <br /> <br />k <br />--.. _ : X 2 P.8 Ck. <br /> <br />"(4;, - X 4' S.:S <br />INTO [OSSES <br />~==~:~~~::=~~t <br />-J> <br /> <br /> <br />1 1/4' X .050 X 5" J <br />LONG STRAP W/ (2) <br />110 SMS INTO EDGE <br />BEAM AND (2) 110 <br />SMS INTO COl. <br />(REO'O FOR SPANS <br />GREATER T11AN 12'-0" <br />wi 2'-0' MAX. <br />OVfRHANG) <br /> <br />ROOF SPANS UP TO 12'-0" WITH MAXIMUM 2'-0" OVERHANG <br /> <br />USE 2 x 2 EDGE BEAM SPAN VALUES <br /> <br />1...... . <br />! <br /> <br />~r <br />\.... <br /> <br />."~ <br /> <br /> <br /> <br />[: <br />t~:E <br />j <br /> <br />"-r' <br />,..L.J ~ <br />'\'1 <br /> <br /> <br />[ro,", <br />Ci; <br />r'Ilc:: <br />r ."r <br />e~~ <br /> <br /> <br /> <br /> <br />. .",; <br /> <br />,fT\ ,I <br /> <br /> <br />~1 <br />I~::,,, <br /> <br />"e?"'~'1 <br /> <br />c~ <br />,== ===0== ~R <br />==-~_..====:.::=====.0~~ <br />"'- <br /> <br />(g) <br /> <br />d~ ALUMINUM STRUCTURES MASTER PLAN <br />\A. ENG!EEr'!3, ~:c. @ COPYRICHT AL. INC. 1994 <br /> <br />OI:I_t;____.__. <br /> <br />- [5< P.l <br /> <br /> <br />1- <br /> <br />, ( 3'.8. COl. <br />