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7' x 4' use 6 - 3/8' bolts FOUR #14 SMS EACH <br />3/8' BOLTS W/ 1.0' DIA,4' 1 3' us'e 4 - 3/8'boltsx 3/32' THK. STL. WASHER OR - <br />#14 SDS.SEE NOTE FOR QTY, _.--088909(3• STEEL CSNEER. <br />/ POST OR LARGER 8" BOX540# A 1 »tk ·,A NA / BEAM HEADERL <br />1 1 3. - A -c-ALUMINUM .H. <br />07·3 /\/ BRACKET <br />/ \,-3"X 3" ALUMINUM6 -4- -I 3. 0 4 1 ><COLUMN <br />ALL 'I' BEAMS & 'C' BEAMS lc.1 \-J .4,1 A .CAE=1:0141 <br />USE TABLE 7.3 COLUMN H v posr <br />FOR NUMBER OF HORIZONTAL 3><r .oep,00USETTABLE 7.4 COLUMN N OR #14 SDS <br />3' x 3' POST <br />3/8' BOLTS ALTERNATE - 1 BEAN TO POST CONECTION -'%2:212-- <br />FOR VERTICAL BOLTS · - 4- / <br />USE 7.3 COLUMN I FOR Seal with permanently FOUR #14 SMS 7HORZONTAL #14 SDS -flexible & waterproof ALUMINUM 'H' BRACKET FOR <br />USE TABLE 7.4 COLUMN L /sealant EACH SIDE <br />FOR VERTICAL #14 SDS CONNECTING COLUMN TO HEADER <br />(SDS= SELF DRILLING /2 ALTERNATE 3" SQ. POST CONNECTOR BRACKET /(6063-T5 ALUM. ALLOY) <br />SCREW)MD' (6063-T6 ALUM. ALLOY)CONTINUOUS 2'x DF LEDGER 1 <br />BOARD OR PROVIDE SIMPSON2' x4' DOUG FIR ' ,-STRONG TIE MSTA36 (ICC ESR /-406 <br />WOOD STUD 1,00'min. /2105) AT SPLICE LOCATION (9*1/4' BOLTS ASTM A307 <br />COVER W/ 0.019' ALUMINUM SEE BELOW FOR QTY <br />25' <br />0091' <br />lili <br />n n <br />A <br />0 <br />3. <br />MYP. <br />E 1 1 <br />Clt <br />0 t!. <br />641 18 4 <br />96' BOLTS <br />SEE TABLE 7.3 <br />COLUMN 'J' <br />FOR QUANTITY <br />ALUMINUM -1- <br />3" STEEL POST TO HEADER CONN. B <br />(6063-T6 ALUM.) <br />BEAM OR STEEL V BEAM <br />-36' BOLTS 1/ 1'0 x <br />352' THK STEEL <br />WASHER.SEE TABLE <br />7.4 COLUMN 'N' FOR <br />QUANTITY. <br />TWO MINIMUM <br />- 3" STEEL POST <br />"t" = 0.041" <br />-411111111111111111111111111111111111 <br />3.5' MIN <br />-411 1 111111 i lillim illilliyillill <br />2.5' MIN PENETRATION _/ <br />INTO WOOD FRAMING <br />1.00' <br />-/ 0. - p-1' MIN <br />kt-- < <br />' MINJ 6' 6 / <br />g g=- < <br />UM MA <br />WKAM <br />STEEL POST-" <br />DOUBLE OR SINGLE 3'XB' STEEL C <br />BEAM. BOLT LAYOUT FOR SPLICED AND <br />NON-SPLICE ATTACHMENT <br />Reg'd <br />61,\ 9. 40404 <br />OCT 20 2011 1/\Al L3)(8 ALI <br />- 1/4' Lag Screw ,1./ <br />-- ATTACH PATIO COVER / <br />AS PER AZ, BD OR BG < <br />Completely Seal with <br />/r permanently flexible & <br />waterproof sealant <br />FOR ATTACHMENT TO NON-STUCCO <br />WALLS SEE TABLE 7.5 'ANC4' <br />FOR ATTACHMENT THRU STUCCO SEE <br />ALLOWABLE DISTANCE TO FIRSTmIn.ROW OF POSTS IN TABLE 7.7 <br />L Synthetic Stucco orother non-structural <br />' covering (1' max. thick) <br />SheathIng <br /> LEDGER BOARD <br />U ATTACHMENT DETAIL Beam #of <br />-Lk- 2.5' --4 Type 1/4" bolts <br />0,875'All C Beams "On Slab" 4 <br />16G Steel 3x8 4 <br />\ 1.0, 1 /-7 Single/Double 12G Steel C 8 <br />3'x8'x 12 (t=0.105') "<23)F CA\N 3>' DETAIL w <-1-1 (60 psf) Double 12G Steel 3x8 9 <br />RACKET-59?H'----,Vlz-k- <br />/h 1 El<1¥ 6/«b/1). 1 ., . 8-#14 SMS <br />-e o/ 3= x 3= STEEL- , <br />--I3"X 8" BOX-OR 16 ga (t=0,059') <br />BEAM WRAP STEEL C BEAM <br />3" X 8" STL. 'C' BEAM <br />WRAP W/ 3" X 8" ALUM. BOX BEAM <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />a <br />r..67 <br />8-#14 Shls=EZ + ¢ 17 <br />_1__1_ -4--1 <br />POST TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER W' <br />Page 50 of 60 <br />NOV 5 2012 <br />ofesslong/64 . <br />0 <br />5208 TENNYSON PARKWAY <br />SUITE 100L.>ty BUILDING PRODUCTS, INC. PIANO, TX 75024 · <br />D,w,N BY TrPE <br />A.\'BEJ/CPAres 9/301'r)SCALE:NAME: <br />NTS Component Parts & Connection Details <br />Engineer's Stamp DATO ALE#:SHEEr: <br />CD07-2009 7 of 9