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<br />2 X K 5.M.S. <br /> <br />(2) 1/4.' Sn. <br />SOL TS <br /> <br />::J <br />~ <br />~ <br />~ <br />g <br />~ <br />II) <br />I- <br />:g <br />:t <br /> <br /> <br />2 X _ 5.M.S. <br /> <br />** <br /> <br />[ 2 1/8' RECfJIIING CHANNEl. <br />W/ (2) 1/4"' Sn.. SOLTS OR <br />(B) f10 X J/4- TEKS EA. SIDE <br /> <br /> <br />;;. X J' COL <br /> <br />(2) EA. 1/4" S1L SOL 7S OR <br />(6) 110 X 3/4" m<s EA. SIDE <br /> <br />2 X _ SoM.B. <br /> <br />(TYP. Q" SIDE IF CONT.) <br />2" X :::L KNEE BRACE <br />" 4S. ANGLE <br />(* -'fAX LENGTH <br />[ 2 1/8" AUJM. /lEe. CHANNEL. <br />W/ (4) #10 X 3/4" TEKS INTO <br />CONN. "POST/BEAM ~ (J) <br />/10 X J/4" TEKS EA. SIDE OF <br />REC. CHANNEL. INTO <br />KNEE SRACE. <br /> <br /> <br />[ 2 1/S" REC. CHANNEL W/ (6) EA. flO SMS <br />(2" MIN. DJBED.) INTO HOST STRUCTURE (WOOD) <br />C2E. <br />1/4" TAPCONS x 2 1/4" " 1 1/2" D.C., <br />STAGGERED (MIN. OF 2 PEl? CONN.) <br />C2E. <br />2"x2'x.050' ANGLE EA. SIDE OF SEAM <br />FASTFNED SAME AS CHANNEL <br /> <br />**~ <br />FOR 2 X 8 AND 2 X B 5MB(S)- <br />ADD SOX MORE CONNECTORS <br />(SCREWS AND SOL 75), <br />FOR 2 X 10 5MB - <br />BEAM TO COLUMN ADD 100% MORE CONNECTORS. <br />N. T.S. <br /> <br />I <br />I <br />~J <br />I <br />I <br />II. <br />I <br />I <br /> <br /> <br />2 X _ S.M.S. <br />* * [ 2 1/8" REC. CHANNEL W/ (2) EA. <br />1/4" Sn.. BOL TS EA. DIRECTION <br />C2E. <br />.i2'x2'X.OSO" ANGLE EA SIDE OF <br />BEAM FASTFNED SAME AS <br />CHANNEL <br />I <br />L _ <br />:2 X _ 5.M.B. <br />rr- <br />I <br />I <br /> <br />BEAM TO <br /> <br />ONTlNUOUS OLoER COUiMN <br />(spucrs SHOULl) BE ;;'~' <br />~CW COLUMN .t STAGGERED.) <br /> <br />B FT. (1/11'1.) NOTE: <br />A.F.F. SEAM SPAN IS <br />-1. MEASURED TO POINT <br />OF,i;'I<I11iE:'.BRACE. <br /> <br />BEAM TO BEAM TO BEAM <br />N. T.S. <br /> <br />KNEE BRACE <br />N. T. s. <br />. Jl 2" X 2" - 4' MAX LENGTH OR <br />CONNECTION DETAILS ~::~: ~~M~~'mf OR <br /> <br />11- 1B. MAX (FoR GABLES) L <br />45" MAX. (fOR MANSARDS) VARIES" <br />~. <br /> <br />. : . <br /> <br /> <br /> <br />2 X _'s BUTTED TOGETHER <br />OPTION 2 DETAIL (INTERNAL GUSSET) <br /> <br /> <br />2 X _ S.M.B. SLOTTED OVER 2 X _ S.M.B. <br />OPTION 1 DETAIL <br /> <br />BEAM SPLICE <br />DETAILS <br /> <br />~ <br />1. SPUCE DUAlL SHOWN MAY BE ROTATED <br />FOR MANSARD APPUCA 110NS <br />2. MAINTAIN MIN. 1/2. FROM SPUCE PLA TE: <br />PERlMaER TO f OF SCRE'MS: <br />3. ALL SPUCE PLA TES ARE ALUMINUM ALLOY <br />6063 T-S x REQUIRED THICKNESS (SEE TABLE) <br />4. SPACE ALL SCREltS (3/4. MIN. LENGTH) <br />EQUALLY AROUND PERINE:1ER (STAGGERED <br />IF NECESSARY'). <br />5. SPACE 114 " ,. MIN., 112 " 3/4" MIN., <br />AND /10 " 5/8" MIN. <br />B. CUT TOP OF 5.M.S. TO FIT TlGHT ALONG <br />IerTlCAL JOINT. <br />7. ORA WINGS ARE N. T.5. <br /> <br /> <br /> <br />L/2 <br /> <br />THESE STRUCTURES DESIGNED 'MTH THE 2004 <br />FLORIDA BLDG. CODE W/ 2005 SUPPLEM~NT <br />d: CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />'MND VELOCITY (3 S~C. GUST) D<POSUR~ B d: C. <br />VOID AFTER 2-1-09 7 <br /> <br /> <br />2 X _ '5 BUTTED TOGETHER <br />OP T/ON 3 DETAIL (EXTERNAL GUSSET) <br /> <br />DA V/D NORRIS ENGINEERING <br />112 COLEMAN RD. <br />'MNTF:R HA lIEN, FL 3JBBO <br />(B63) 299 1048 P.E. 3218B <br /> <br />Pg. 1-D <br />