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<br />** <br />[ 2 1/S- RECEIVING CHANNEL <br />wi (2) '14-" STL BOL 15 OR <br />(6) #10 X 3/4- TEKS EA SIDE <br /> <br /> <br />(2) 1/4-' S1l. <br />BOL 15 <br /> <br />2 x _ BEAM CONTINUOUS <br />THRU COLUMN <br /> <br />3- X 3- COL <br /> <br />:::I <br />~ <br />~ <br />~ <br />o <br />~ <br />If) <br />I- <br />~ <br />:t: <br /> <br /> <br />2 X _ S.M.S. <br /> <br />2 X _ S.U.B. <br /> <br />(2) EA. 1/4-- STL BOL 15 OR <br />(6) 110 X 314- TEKS EA <br /> <br />2 X _ S.U.8. <br /> <br />(TYP. EA SIDE IF CONT.) <br />2- X _ KNEE BRACE <br />o 45" ANGLE <br />( 1/f ---MAX LENGTH <br /> <br />[ 2 1/S- ALUI/. REC. CHANNEL <br />wi (4) 110 X 314- ID(S INTO <br />CONN. 0 POST/BEMI ~ (3) <br />110 X 314- TEKS EA SIDE OF <br />REC. CHANNEL INTO <br />KNEE BRACE. <br /> <br /> <br />** <br /> <br />[ 2 1/S- REC. CHANNEL wi (6) EA. "0 SUS <br />(2- WN. EMBED.) INTO HOST STRUCTURE (WOOD) <br />ell <br />'14-' TAPCONS x 2 114- 0 1 1/2- o.c., <br />STAGGERED (MIN. OF 2 PER CONN.) <br />ell <br />2-x2-x.05O- ANGLE EA. SIDE OF BEAM <br />FASTE:NED SAME AS CHANNEL <br /> <br />**t/JllI; <br />FOR 2 X S ANO 2 X 9 SUB(S)- <br />ADO SOX UORE CONNECTORS <br />(S~WS AND BOLTS). <br />FOR 2 X 10 SUB - <br />BEAM TO COLUMN ADO l00x MORE CONNECTORS. <br />N. T.S. <br /> <br />BEAM TO <br /> <br /> <br />2 X _ S.U.B. <br /> <br />**[ 2 1/8- REC. CHANNEL wi (2) EA <br />1/"-" STL BOLTS EA. DIRECTION <br />OR. <br />/2-X2-X.05O- ANGLE EA SIDE OF <br />8EAI/ FASTENED SAME AS <br />CHANNEL <br />I <br />L <br />I <br />,2 X _ S.U.B. <br /> <br />rr <br />I <br />I <br /> <br />l1NUOUS O~ COLUMN <br />(SPUCES SHOULD BE 3'-4' <br />~ COLUl/N ~ STAGGERED.) <br /> <br />6 FT. (MIN.) NOm <br />f-F.F. BEAU SPAN IS <br />----1. UEASURED TO POINT <br />OF KNEE BRACE. <br /> <br />BEAM TO BEAM TO BEAM <br />N. T.S. <br /> <br />KNEE BRACE <br />N. T.S. <br />1/f 2- X 2- - 4' UAX. LENGTH OR <br />2- X 3- - 5 1/2' MAX. LENGTH OR <br />CONNECTION DETAILS 2- X 4- - S'MAX. LENGTH <br /> <br /> <br />. 18' UAX. (FOR GABLES) <br />45" UAX. (FOR UANSARDS) <br /> <br />MAX. HORtZ. OFFSET OF IIANSARD SPUCE IS <br />1/3 ALLOWABLE SPAN OR 8' 'M-IICHEVER IS <br />LESS, 'MIEN MAX. SL~ $ 30". <br /> <br />IIAX. HORIZ. OFFSET OF IIANSARD SPUCE IS <br />114 ALLOWABLE SPAN OR 6' MHlCHEVER IS <br />LESS, 'MIEN MAX. SL~ $ 45". <br /> <br />L-.3Xh (IS- MIN.) <br /> <br />BEAM <br /> <br />2 X _ S.M.B. SLOTTED OVER 2 X - <br />OP nON 1 DETAIL <br /> <br />" 2X_ <br />s.u.8. <br /> <br />NJJKS; <br />1. SPUCE DETAIL SHO'MJ IIA Y BE ROTA TED <br />FOR UANSARD APPUCA TIONS <br />2. UAlNTAIN WN. 1/2- FROM SPUCE PLATE <br />PERJIIE1ER TO ~ OF SCREItS: <br />.J. ALL SPUCE PLA7f:s ARE ALUl/INUU ALLOY <br />6063 T-5 x REQUIRED mCKNESS (SEE TABLE) <br />4. SPACE ALL SCREWS (314- UIN. LENGTH) <br />EQUALL Y AROUND PERIIE1ER (STAGGERED <br />IF NECESSARY). <br />5. SPACE 114 0 ,- WH., 112 0 3/4- WN.. <br />AND 110 0 5ft- WN. <br />6. CUT S.U.8. TO RT l1GHT ALONG 11ER11CAL <br />JOINT AND TOP FLANGES. <br />7. DRAWINGS ARE N. T.s. <br />8. L=3xh (18- WH.) FOR ALL GUSSET I SPUCES <br /> <br /> Splice <br /> Plate <br /> 1h1ckn- <br /> OPl1ON 2 <br />X4 1/"- 16 14 12 <br />X5 1/"- 18 16 14 ' <br />X6 :J/IS- 20 18 16 <br />X7 1/8- 24 20 18 <br />XS :J/IS- 28 24 20 <br />X9 3/16- 34- 26 22 <br />X 9 X .310 1/"- 42 32 24 <br /> I ..,- <br /> <br /> <br /> <br />2" [ REC. (OR EQUIV.) EA SIDE <br />OF BEAM. SECURE W/ 110 TEKS <br />EA SlOE OF SPUCE 0 I" D.C.. <br />STAGGERED <br /> <br /> <br />THESE STRUCTURES DESIGNED twTH THE 200.f. <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEUENT <br />.t: CHAP. 6 OF ASCE 7 FOR 110-150 IIPH <br />twND VELOCITY (3 SEC. GUST) EXPOSURE 8 Ii C <br />VOID AFTER 2 1-09 7 .. n' <br /> <br />BOITOIJ <br />FLANGE wi <br />liD 0 6- O.c. <br />2 X ___'s BUTTED TOGETHER <br />OPTION 3 DETAIL (EXTERNAL GUSSET) <br /> <br />DA VlD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HAVEN, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br />Pg. 1-D <br />