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<br />(2) 1/4-_ STL <br />BOL TS <br /> <br />~ <br />~ <br />~ <br />'0 <br />~ <br />It) <br />'- <br />!g <br />:t <br /> <br /> <br />2 X _ S.M.B. <br /> <br />2 X _ S.M.B. <br /> <br />** <br /> <br />[ 2 1/8. RECEIVING CHANNEL <br />w/ (2) 1/4-- STL BOLTS OR <br />(6) "0 X 3/4" TEKS EA. SIDE <br /> <br /> <br />3. X 3- CO!.. <br /> <br />(2) E'A. 1/4-_ STL BOL TS OR <br />(6) "0 X 3/4" TEKS EA. SID <br /> <br />(TYP. EA. SIDE IF CONT.) <br />2" X _ KNEE BRACE' <br />o 45' ANGLE <br />( JIf ~AX. LENGTH <br />[ 2 1/8" ALUM. REC. CHANNEL <br />W/ (4) 110 X 3/4- TEKS INTO <br />CONN. 0 POST,/BEAM /c'(3) <br />"0 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. "0 SUS <br />(2- MIN. alBED.) INTO HOST STRUCTURE (WOOD) <br />~- <br />1/4-_ TAPCONS x 2 1/4- 0 1 1/2.0.C.. <br />STAGGERED (MIN. OF 2 PER CONN.) <br />~ <br />2"x2-x.050" ANGLE EA. SIDE' OF BEAM <br />FASTENED SAME AS CHANNEL <br /> <br />* * I:JDJE; <br />FOR 2 X 8 AND 2 X 9 SUB(S)- <br />ADD 50% MORE CONNECTORS <br />(SCREWS AND BOLTS). <br />FOR 2 X 10 SUB - <br />BEAM TO COLUMN ADD 100% MORE CONNECTORS. <br />N. T.S. <br /> <br /> <br />2 X _ 5.M.B. <br />* * [ 2 1/8" REC. CHANNEL W/ (2) EA. <br />1/4-_ STL BOLTS E'A. DIRECT10N <br />~ <br />;-2-X2-X.OSO" ANGLE EA. SIDE OF <br />BEAM FASTENED 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 />T1NUOUS O\E7? COLUMN <br />(SPUCE'S SHOULD BE 3'-4' <br />~OM COLUMN &: STAGGERED.) <br /> <br />6 IT. (MIN.) NOTE:: <br />-'-A.F.F. BEAM SPAN IS <br />MEASURED TO POINT <br />OF KNEE.8RACE. <br /> <br />BEAM TO BEAM TO BEAM <br />N. T.S. <br /> <br />KNEE BRACE <br />N.T.S. <br />JIf 2- X 2" - 4' MAX. LENGTH OR <br />CONNECTION DETAILS ~: ~~:: ~.'tfx.MtfNG~GTH OR <br /> <br /> <br /> <br />2 X _ S.M.B. SLOTTED OVER 2 X _ S.M.B. <br />OPT/ON 1 DETAIL <br /> <br />2 X _'s BUTTED TOGETHER <br />OP T/ON 2 DETAIL (INTERNAL GUSSET) <br /> <br />L..3Xh <br /> <br />tmKS; <br />1. SPUCE' DETAIL SHOWN MA Y BE ROTA TED <br />FOR MANSARD APPUCA T10NS <br />2. MAINTAIN MIN. 1/2- FROM SPUCE' PLA TE: <br />PERIMETER TO ~ OF SCREWS. <br />.I ALL SPUCE' PLA7E:S ARE ALUMINUM ALLOY <br />6063 T-5 x REQUIRED THICKNESS (SEE TABLE) <br />4. SPACE' ALL SCREWS (3/4- MIN. LENGTH) <br />E'QUALL Y AROUND PERIMETER (STAGGERED <br />IF NECE'SSARY). <br />5. SPACE'''4 0 I" MIN.. "2 0 3/4" MIN., <br />AND "0 0 5/8" MIN. <br />6. CUT TOP OF 5.M.B. TO FIT T1GHT ALONG <br />VERTICAL JOINT. . <br />7. ORA WINGS ARE N. T.5. <br /> <br /> <br />BEAM SPLICE <br />DETAILS <br /> <br /> <br />THESE STRUCTURES DESIGNED WfTH THE 2004 <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT <br />de CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WfND VELOCITY (3 SEC. GUST) EXPOSURE 8 dc C. <br />VOID AFTER 2 1 09 <br /> <br /> <br />L/2 <br /> <br />2 xL,s BUTTED TOGETHER <br />OPT/ON 3 DETAIL (EXTERNAL GUSSET) <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WfNTE:R HA'IEN, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. <br /> <br />1-D <br />