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2. J @ <br />.oir Im <br />LATTICE TUBES <br />1.5'xl.5' @3' 0/c <br />22 24' ok <br />3'*3' 26' 0/c DETAIL L4 <br />29(3' 25' 0/C <br />/EFESS/041/rSEE TABLE 7.6 FOR <br />d REQUIRED FASTENERS <br />L= 1.92" FOR 2' X 6 1/2' RARERS <br />L= 2.92' FOR 30 X 8' FTERS <br />MAX RAFTER SPACING <br />3*3 MAY SPAN 30' W/ SINGLE Lt Eli 1 j )7 -LATTICE RAFTERS <br />ALL OTHERS MAY SPAN 36' W/ <br />3105 H24 SINGLE RAFTERS n, <br />ALUM ALLOY ALL MAY SPAN 48' W/ DOUBLE /RAFTERS -A TWO #8 SMS -- <br />6 EACH SIDE0 3. . <br />% -- 1 1/2' FOR 2 X FWTERS / <br /> OCT 20 2011 23/4' FOR 3 X RAFTERS <br />4 6/10/201%r 4-1-,F <br />t=0.042" .,t=0.024', <br />0.032' or <br />0.040' <br />/ 1\ <br />*l -2 <br />Tfpr tr .co r- <br />_»aQ2£ 4 <br />"- SCREWS W/ 4" DIAMETER WASHERS (6063-T5 ALUM. AUDY, 't'= 0.0781 <br />,REWS 3" LONGER THAN LATTICE HEIGHT RAFTER HANGER <br /> HEADER -t 0 =r=Ll POST/RAFTER/LATHCE TUBE f LATTICE TO'im' f <br />(3004-H34 ALUM. ALLOY)(3004-H34 ALUM. ALLOY)RAFTER CONN.1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY <br />,#.-LATTICE - / DOUBLE OR SINGLE-- FOUR #8 SMS--3'X8' STEEL C-EN» = 6-RAFTER TO CONTINUOUS 25(6" OR 2x8'LUM. RAFTER BEAM. BOLT LAYOUT <br />1 7/8' CONNECTION PROVIDE SIMPSON STRONG 0 0--1-i NON-SPLICE - <br />/>Ir HEADER DOUGLAS FIR LEDGER OR i J FOR SPLICED AND <br />BRACKETS TIE MSTA36 (ICC ESR 2105) AT €ATTACHMENT M;6063T6 SPLICE LOCATION 1- EFF TARI F - 4, ALUM ALLOY COVER W/ 0019"ALUMINUM- |A -r-·r .Ti , 0 ,A A <br />1 SC <br />@ <br />T=0.060'-1 BELOW FOR ---7,7-/ 013,121/49/0 SCHEDULE <br />»--lty <br />BRACKET USED W\2' X 6 1/2' RAHERS BRACKET USED W/ 3'xe' <br />AND 3'x3' RAFTERS <br />Alowable Trib Wdth <br />Whd No. of #8 Screws DOUBLE <br />Speed t (in)Header 2 3J4 5 HEADERS USE <br />90 MPH 0.040 Double 2„6 13'19 15. 15' ONE BRACKET <br />Exp C 0.042 0.042'x3"*8"7' 11 14' 15' PER HEADER <br />0.042 Double 318 14'15'15' 15' <br />110MPH 0.040 Double 2,6 10' 15' 19 15 <br />Exp C 0.042 0.042 xy*8 9 80 10'13' <br />0.042 Double 3x8 10'15'19 15' <br />No. of #14 Screws <br />110MPH 16G nin 80 Steel C 15' <br />Exp C 16G nm Double Steel C 15' <br />-3'xy METAL POST <br />--DETAIL L25 SEE GENERAL NOTE #19 AND <br />LATTICE NOTE #3/- EIGHT #14 SMS UNITS MUST COMPY WITH <br />TABLES Ll AND L2 ON SHEET,-TVO 3/85¢5' EMBEDMEW'T <br /> LAG SCREW V/ 1'0, ONE M5 <br />[»4 EACH SIDE OF POST. <br />MAX WIND SP <br />IS 90 Mph <br />FIR EXPOSURE C * <br />- LUMBER FLOOR <br />JOIST CIR HEADER 8 <br />ATTACHED STRUCTURE POST E P. 6 <br />TO DECK FLOOR JOIST .* <br />ViL <br />ICC ESR 1398 (2009 IBC) 10/11/2011 2 OF CAL\ <br />0.00 <br />-1.56- 0.72»- 0.93 - 1 1 <br />0.72 STEEL <br />POST <br />3.]0 <br />AL <br />STUI <br />00 <br />L <br />1' MIN <br />1 <br />e <br />612 <br />e VE <br />V - UC I Mll Ll V V LA <br />Req'd <br />Beam #of <br />Type 1/4" bolts <br />All C Beams "On Slab" 4 <br />16G Steel 3,(8 4 <br />12G Steel 3x8 8 <br />Double 12G Steel 3x8 8 <br />ALUM I 0 0- <br />2 ; 9 <br />'00 <br />2'*6.625' -7 <br />DOUBLE HEADER 0R <br />0,041'*3'xy <br />STEEL POST <br />-7 EIGHT #14 SMS....._ 2' <br />0.042'*34<8' 1 <br />]UBLE HEADER - <br />0 0 <br />0,041'xyxy- <br />STEEL POST <br />Amerimax 5208 TENNYSON PARKWAY <br />SUITE 100 <br />BUILDING PRODUCTS, INC.PLANO, TEXAS 75024 <br />Component Parts & Connection Details€1':it22338:;-11 NTS For Patio & Commercial Lattice Structures's '8{6. 9/301% U SHEEr: <br />LT01 -2009 1 of 3 <br />WTERS - <br /> 0.040,¥; <br />- 10·72 <br />1/4' LAG SCREW <br />W/ 2.25' EMBED INTOWOOD STUD SEE TABLE - / <br />7.5 COLUMN ANC4 321915- <br />FOR QUANTITY EACH SIDE , <br />6 ALUM.I U.tJ 1.06 <br />EXISITNG RAFTER -1 E-0.28 <br />STRUCTURE 41-LRAFTER <0.37-4 1- <br />1 ,HANGER <br />2- #10 X 1"SCREVI--x (DETAIL L7) <br />EACH SIDE <br />TERNATE RAFTER TO WALL CONN.4 417 1 <br />t = 0.030' ALUM <br />= 0.040' ALUM <br />= 0.041' STEEL <br />SIX 1/4' LAG SCREWS <br />(2.25' OF PENETRATION 3" ALTERNATE POST INTO WALL STUD 7/ <br />/ MIN SG = 0,5)(3105 H25 ALUM. ALLOY 0 <br />A-653 Fyn*L152' STEEL) <br />3' X 8' ALUM ,·€PIPL-- <br />- RAFTER BRACKET <br />DETAIL L7 0 ff fAL. <br />00# <br />3' X 8' ALUM HEA0 8 <br />POST ALTERNAO _ SLAB ATTACHM <br />L #14 SHEET METAL SCREW -.1--I.--GENERAL--·/-ONOTE #23 MAXIMUM WIND CONDITION IS 110 <br />MPH EXPOSURE C <br />Page 15 of 60 NOV 5 2012 Engineer <br />e <br />7 DI