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<br />(2) 1/4"_ Sn. <br />BOL TS <br /> <br />i <br />~ <br />,~ <br />U <br />~ <br />It) <br />.... <br />~ <br />:z: <br /> <br /> <br />2 X _ S.M.B. <br /> <br />2 X _ S.M.B. <br /> <br />** <br /> <br />[ 2 1/8" RCi IItNG CHANNEl. <br />W/ (2) 1/4" sn.. BOLTS OR <br />(6) 110 X 3 "7FKS EA. SIDE <br /> <br /> <br />3" X :r COt. <br /> <br />(2) EA. 1/4"_ S7l.. BOLTS OR <br />(6) #10 X 3/4" TEKS EA. Sl <br /> <br />(TYP. EA. SIDE IF CONT.) <br />2" X _ KNEE BRACE <br />o 45' ANGlE <br />(* --MAX. LDIGTH <br />[ 2 1/8" ALUM. REC. CHANNEl. <br />W/ (4) #10 X 3/4" TEKS INTO <br />CONN. 0 POST/BEAM Ie (3) <br />110 X 3/4" TEKS EA. SIDE OF <br />REC. CHANNEl. INTO <br />KNEE BRACE. <br /> <br /> <br />** <br />[ 2 1/8" REC. CHANNEl. W/ (6) EA. 110 SUS <br />(2" MIN. EMBED.) INTO HOST STRUCTURE (WOOO) <br />Qti . <br />1/4~- TAPCONS 1t 2 1/4" 0 1 1/2" O.c., <br />STAGGERED (MIN. OF 2 PER CONN.) <br />OR <br />2"x2"x.050" ANGlE EA. SIDE OF BEAM <br />FASTENED SAME AS CHANNEl. <br /> <br />* * t/fJJE; <br />FOR 2 X B AND 2 X 9 5MB(S)- <br />ADD 50% MORE CONNECTORS <br />(~ AND BOLTS), <br />FOR 2 X 10 SUB - <br />BEAM TO COLUMN ADD 1CK<< MORE CONNECTORS. <br />N. T.S. <br /> <br /> <br />2 X _ S.M.B. <br />* * [ 2 1/8" REC. CHANNEl. W/ (2) EA. <br />1/4'" Sn.. BOLTS EA. DIRECTION <br />OR <br />;-2"x2"1t.OSO" ANGlE EA. SIDE OF <br />BEAM FASTENED SAME AS <br />CHANNEl. <br />1 <br />L <br />12 X _ S.M.B. <br /> <br />BEAM TO <br /> <br />TlNUOUS D~ COLUMN <br />(SPUCES SHOULD BE 3'-4' <br />~CMf COWMN Ie STAGGERED.) <br /> <br />6 FT. (MIN.) NOTE: <br />tF.F. BEAM SPAN IS <br />----1. MEASURED TO POINT <br />OF KNEE.BRACE:. <br /> <br /> <br />TO BEAM TO BEAM <br />N. T.S. <br /> <br />KNEE BRACE <br />N. T.S. <br />* 2" X 2" - 4' MAX LDIGTH OR <br /> <br />CONNECTION DETAILS ~: ~~:: ~,'Cfx.MtfNG~GTH OR <br /> <br /> <br />2 X _ S. .8. SLOTTED OVER 2 X _ S.M.B. <br />OPTION 1 DETAIL <br /> <br />2 X _'s BUTTED TOGETHER <br />OPTION 2 DETAIL (INTERNAL GUSSET) <br /> <br /> <br />..... ...... <br />.. . <br />.. . <br />.. . <br /> <br />..... .....: <br /> <br /> <br />t:/fJIES; <br />1. SPUCE DETAIL SHO~ MA Y BE ROTA TED <br />FOR IIANSARD APPUCA TlONS <br />2. IIA1NTAlN IIIN. 1/2" FROII SPUCE PLA TF: <br />PERlIIETER TO ~ OF SQI\'EMs: <br />3. ALL SPUCE PLATES ARE AUJIIINUII ALLOY <br />6063 T-5 1t REQUIRED THICKNESS (SEE TABLE) <br />4. SPACE ALL SCREMS (3/4" IIIN. LDIGTH) <br />EQUALL Y AROUND PERIMETER (STAGGERED <br />IF NECESSARY). <br />5. SPACE 114 0 1" IIIN., 112 0 3/4" IIIN., <br />AND 110 05/8" IIIN. <br />6. CUT TOP OF S.II.B. TO FIT TIGHT ALONG <br />VERTICAL JOINT. <br />7. DRAWINGS ARE N. T.s. <br /> <br /> <br />SPLICE <br />TAILS <br /> <br />L-'Xh <br /> <br />L/2 <br /> <br />THESE STRUCTURES DESIGNED WITH THE 2004 <br />FLORIDA BWG. CODE W/ 2006 SUPPLEMENT <br />d: CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WIND VELOCITY (3 SEC. GUST) EXPOSURE B d: C. <br />VOID AFTER 2-1-09 <br /> <br /> <br />'s BUTTED TOGETHER <br />DETAIL (EXTERNAL GUSSET) <br /> <br />DA IItD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA YEN, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 1-D <br />