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<br />(2) 1/4'" Sn. <br />BOL TS <br /> <br />::l <br />~ <br />Lu <br />~ <br />t:J <br />~ <br />l/') <br />I- <br />~ <br />:x: <br /> <br /> <br />2 X _ S.U.B. <br /> <br />2 X _ 5.U.B. <br /> <br />** <br /> <br />[ 2 1/8' RECEI 'NG CHANNEL <br />W/ (2) 1/4'" S BOLTS OR <br />(6) 110 X 3/4- TEKS EA. SIDE <br /> <br /> <br />3' X J"COL.. <br /> <br />(2) EA. 1/4'" STL BOLTS OR <br />(6) 110 X 3/4" TEl<S EA. SIDE <br /> <br />2 X _ S.U.B. <br /> <br />(TYP. EA. SIDE IF CONT.) <br />2' X _ KNEE BRACE <br />" 45' ANGLE <br />( * --MAX. LENGTH <br /> <br />[ 2 1/8" ALUU. REC. CHANNEL <br />W/ (4) 110 X 3/4" TEl<S INTO <br />CONN. "POST/BEAU Ie (J) <br />110 X J/4' TEl<S 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" UIN. alBED.) INTO HOST STRUCTURE (WOOD) <br />QB. <br />1/4'" TAPCONS x 2 1/4' " 1 1/2' D.C., <br />STAGGERED (UIN. OF 2 PER CONN.) <br />QB. <br />2"x2'x.050" ANGLE EA. SIDE OF BEAU <br />FASTENED SAUE AS CHANNEL <br /> <br />* * t:JD1E; <br />FOR 2 X 8 AND 2 X 9 SUB(S)- <br />ADD SOX UORE CONNECTORS <br />(SCREWS AND BOL TS), <br />FOR 2 X 10 SUB - <br />BEAM TO COLUMN ADD 100% UORE CONNECTORS. <br />N. T.S. <br /> <br /> <br />2 X _ S.U.B. <br /> <br />* * [ 2 1/8' REC. CHANNEL W/ (2) EA. <br />1/4" STL BOLTS EA. DIRECTION <br />QB. <br />/2'X2'X.050' ANGLE EA. SIDE OF <br />BEAU FASTENED SAUE AS <br />CHANNEL <br />I <br /> <br />BEAM TO <br /> <br />: 2 X _ 5.U.B. <br />I <br />I <br />I <br /> <br />TlNUOUS 0\6' COLUMN <br />(SPUCE:S SHOULD BE 3'-4' <br />~OM COLUMN Ie STAGGERED.) <br /> <br />6 n: (UIN.) NOTE:: <br />f'F.F. BEAM SPAN IS <br />--L MEASURED TO POINT <br />OF KNEE. BRACE. <br /> <br /> <br />TO BEAM TO BEAM' <br />N. T. S. <br /> <br />KNEE BRA CE <br />N. T.S. <br />* 2" X 2" - 4' MAX. LENGTH OR <br />CONNECTION DETAILS ~: ~~::: ~,~i;.u~GLf:GTH OR <br /> <br /> <br />2 X _'s BUTTED TOGETHER <br />OP T/ON 2 DETAIL (INTERNAL GUSSET) <br /> <br />2 X _ S. .B. SLOTTED OVER 2 X _ S.M.B. <br />OP 70N 1 DETAIL <br /> <br />P . .... ,..... <br />h (UIN.) :. : :. : <br />l : ....., -. : <br />. . -.. <br />, <br />i /2 L/2 <br /> <br />2 X ~ 's BUTTED TOGETHER <br />OPTION DETAIL (EXTERNAL GUSSET) <br /> <br /> <br />fiQES; <br />1. SPUCE DETAIL SHOWN MA Y BE ROTA TED <br />FOR MANSARD APPUCA TlONS <br />2. UAINTAIN MIN. 1/2' FROM SPUCE PLA TE <br />PERIUITER TO ~ OF SCREWS. <br />3, ALL SPUCE PLA TES ARE ALUUINUU ALLOY <br />6063 T-5 x REQUIRED THICKNESS (SEE TABLE) ~ ~ ~ <br />4. SPACE ALL SCREWS (J/4' UIN. LENGTH) 2 X 6 <br />EQUALL Y AROUND PERIUETER (STAGGERED 2 X 7 <br />IF NECESSARY). X 8 <br />5. SPACE 114 " 1" UIN., 112 " 3/4' MIN., 2 X 9 <br />AND 110 " 5/8' MIN. 2 X 9 X .310 <br />6. CUT TOP OF S.U.B. TO AT TIGHT ALONG 1 <br />VERTICAL JOINT. . <br />7. ORA WINGS ARE N. T.S. <br /> <br /> <br />SPLICE <br />TAILS <br /> <br />L=JXh <br /> <br />THESE STRUCTURES DESIGNED WfTH THE 2004- <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT <br />Ie CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WfND VELOCITY (3 SEC. GUST) EXPOSURE B '" C. <br />VOID AF7ER 2-1-09 <br /> <br /> <br />DA V1D NORRIS ENGINEERING <br />112 COLEUAN RD. <br />WfNTER HA lIEN, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. <br /> <br />1-D <br />