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<br /> <br />(2) 1/4-_ STL <br />SOL TS <br /> <br /> <br /> <br />2 X _ 5.U.B. <br /> <br />:::I <br />I <br />~ <br />.~ <br />U <br />~ <br />If) <br />.... <br />IS <br />::t:""" <br /> <br />VlNG CHMlNEL <br />Sn. SOL TS rm <br />- 1FKS EA SIDE <br /> <br /> <br />T X ::s- COt. <br /> <br />* * /iDIE; <br />FOR 2 X B AND 2 X 9 5MB(S)- <br />ADO 50% UmE CONNECTORS <br />(SCREWS AND BOt.. TS), <br />.F'oR 2 X 10 5MB - <br />FjEAM TO GOL U M N ADO 1Ot>>r UmE CONNECTORS. <br />N. T.S. <br /> <br /> <br />2 X _ 5.U.B. <br />* * [ 2 1/8- REG. CHANNEL W/ (2) EA. <br />1/4-_ S1l.. BOLTS EA. DIRECTION <br />QB. <br />(2-JC2-X.05O- ANGLE EA. SIDE OF <br />BEAM FASTENED SAME AS <br />CHANNEL <br /> <br />(TYP. EA. SlOE IF CONT.) <br />2- X _ KNEE BRACE <br />o 45' ANGLE <br />(~--"AX. LENGTH <br />[ 2 1/8" AL/JAI. REC. CHANNEL <br />W/ (4) "0 X ::S/4- 7EKS INTO <br />CONN. 0 POST/BEAM Ie (::S) <br />110 X ::S/4- 7EKS EA. SlOE OF <br />REC. CHANNEL INTO <br />KNEE BRACE. <br /> <br />2 X _ 5.U.B. <br /> <br />(2) EA. 1/4-_ S1l.. BOLTS rm <br />(6) 110 X ::S/4- 7EKS EA. SIDE <br /> <br />** <br />[ 2 1/8- REC. CHANNEL W/ (6) EA. 170 SMS <br />(2- AIlN. EIIBED.) INTO HOST STRUCTURE (WOOD) <br />QB . <br />1/4-_ TAPCONS x 2 1/4- 0 1 1/2- o.c., <br />STAGGERED (UIN. OF 2 PER CONN.) <br />QB. <br />2-JC2-x.050- ANGLE EA. SIDE OF BEAM <br />FASTENED SAME AS CHMlNEL <br /> <br />BEAM TO <br /> <br />TlNUOUS 010fR COLUIIN <br />(SPUCES SHOULD FE ::S'-4' <br />~ COWMN Ie STAGGERED.) <br /> <br />6 IT. (1IIN.) NOTE: <br />~F.F. BEAM SPAN IS <br />----1. UEASURED ro POINT <br />OF f<NEE~BRACE. <br /> <br />KNEE BRACE <br />N.T.S. <br />~ 2- X 2- - 4' IIAX. LENGTH OR <br />CONNECTION DETAILS ~:~~:: i'~"~G~GTHrm <br /> <br />B AM TO BEAM TO BEAM <br />N. T.S. <br /> <br /> <br /> <br />2 X _'s BUTTED TOGETHER <br />OPTION 2 DETAIL (INTERNAL GUSSET) <br /> <br />M.B. SLOTTED OVER 2 X _ S.M.B. <br />nON 1 DETAIL <br /> <br />~ <br />1. SPUCE DETAIL SHO'Mi IIA Y SEROTA TED <br />FOR MANSARD APPUCA TlONS <br />2. AlAINTAIN litH. 1/2- FROM SPUCE PLA 7C <br />PER/IETER TO l OF' SQIlEIIS. <br />.1 ALL SPLICE PLA7ES ARE AI..lJIIJNUI/ ALLOY <br />6063 T-5 x REQUIRED THICKNESS (SEE TABLE) <br />4. SPACE ALL SCREIS (::S/4- I/IN. LENGTH) <br />EQgAJ.L Y AROUND PE1fIME7ER (STAGGERED <br />F NElDS4R~ <br />5. SPACE 114 0 ,- IIIN., 172 0 ::S/4- IIIN.. <br />AND 110 0 5/8- WN. <br />6. CUT TOP OF $.11.8. TO FIT TIGHT ALONG <br />\OTleAl. JOINT. <br />7. DRAWINGS ARE N. T.$. <br /> <br /> <br />BE M SPLICE <br />ETA/LS <br /> <br />L.::sxh <br /> <br /> <br />THESE STRUCTURES DESIGNED WITH THE 2004 <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT <br />Ie CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WIND VELOCITY (3.see. GUST) EXPOSURE B Ie C. <br />\IOfD AFTER 2-1-09 . <br /> <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA VE1i. FL 33880 <br />(863) 299-1048 P.E. 321B6 <br /> <br />Pg. 1-D <br />