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1 3. <br />r- A-@ <br />.oir * <br />MAX RAFTER SPACING <br />3X3 MAY SPAN 30' W/ SINGLE <br />LATTICE TERSOTHERS MAY SPAN 36• W/ <br />3105 H24 SINGLE RAFTERS <br />ALUM ALLOY ALL MAY SPAN 48' V/ DOUBLE <br />RAFTERS <br />igor JALATTICE TUBES <br />415'x e 49 r SEE TABLE 7.6 FOR <br />2'*2' 24' 0/c <br />3'xy 26' 0/c DETAIL L4 ,f REQUIRED FASTENERs <br />2')3· 25• 0/C ,1\ <br />l= 1.92' FOR 2' X 61/2' RAFTERS <br />L. 2-92' FOR 3" X r IWTERS <br />1=0.042".t=0.024', <br />0,032' or, <br />O,040' ' h -91' <br />1. <br />TWO #8 SMS _ <br />EACH SIDE <br />J <br />t=.024" <br />" 8, <br />L.\ FT· 6/04019 / / <br />'EOFCAL\W <br />%46 <br />4 M tr <br />OCT 20 2011 <br />. 1 1/2' FOR 2 X WBS <br />2 3/4' FOR 3 X RAFTERS <br />tD HEADER - <br />(3004-H34 ALUM. ALLOY) <br />- FOUR .8 <br />ZOC*.L---- SEE TABLE -i -r BELOW FOR <br />SCHEDULE <br />0 POST/RAFTER/LATTICE TUBE <br />(3004-H34 ALUM. ALLOY) <br />RAFTER TO CONTINUOUS 226' OR 2*8- <br />HEADER DOUGLAS FIR LEDGER OR <br />CONNECTION PROVIDE SIMPSON STRONG <br />BRACKETS TIE MSTA36 (ICC ESR 2105) AT <br />6063T6 SPLICE LOCATION <br />ALUM ALLOY COVER W/ 0.019- ALUMINUM - <br />T=0.060' <br />1/4' LAG SCREW <br />W/ 2.25' EMBED INTO <br />'WA'wnnn fri in u-F· TARI F - <br /> RAFTER & SIDEPLATES <br />(3004-H34 ALUM. ALLOY) <br />SMS- <br />9><k /d <br />4' <br />»lulc <br />#8 SCREWS W/&' DIAMETER WASHERS <br />SCREWS ¥ LONGER THAN LATTICE HEIGHT <br />LATTICE TO <br />RAFTER CONN. <br />LATTICE <br />-ALUM. RAFTER <br />40.72 <br />i 142- <br />ru,Zip-95- <br />(6063-15 ALUW. AU.GY. '6 0.0787 <br /> RAFTER HANGER <br />1/4' BOLTS ASTM A307 SEE BELOW FOR QUANTITY <br />- 1-1. HIM, g , C BEAM. BOLT LAYOUT----T / DOUBLE OR SINGLE\ 3'X8' STEEL C <br />, \ FOR SPLICED ANDX L.i NAACSCN& @ <br />L Lt AL <br />Reg'd <br />-3.00 <br />-1.56-| 0.72|--- 0.93 -- <br />DETAI <br />0.72 STEEL <br />POST <br />AI- 1 3.30 <br />BR,OU USED W\2' X 6 1/2' RAITERS BRACKET USED W 3... ---- -. -- -- . -_- / -Beam .-Vol <br />AMD 3'xy RAFTERS 7.5 COLUAN ANC4 4\ /Type 1114;' 66!ts <br />FOR QUANTITY .14 ' - /LFUI Nut <br />Alowable T,ib Width L' ,LUAL All C Beams -On Slab- i 4 <br />16G Steel 31(8 i 40 Whd · No. 01 18 Screws -DOUBLE EXERNG RAFTER <br />-Ebeed I &@--:Rader 27-3 ' '4-*5 -HEADERS USE smlx:TURE2 - 12G Steel 3x8 i 8 <br />RAFTER <br />90 hPH 0.040 Double 2*6 13' 15' 15' 15' ONE BRACKET HANGER Double 12G Steel 3x8 1 8 <br />Eid 0.042- 6342'*3'xe- t'- 91' 14'2- 110 X I"SCREIK (DETAIL Ll)-- 211 PER HEADER <br />4ATE RAFTER TO WALL CONN. 7 ALUM RAFTERS -7 ,**03 00 <br />0.042- 6666 5xi ' 14' 15' 15' 16'EAO{ SDE L <br />110,.111 0.040 Double 2*6 10' 15' 19 15 1 <br />Git 0.042- 6FiFiti'x8-5'8' ' 19 ii' t = 0.030' ALUM <br />= 0.040' ALUM0.042 -DBLbleixe 10' 15 IS 1-5 = 0.041' STEEL <br />, · No. 01 014 51 re.,5 SIX 1/4' LAG SCREWS <br />2--Zk -5>LI 0,040'xrx6.625' 2-ySTUD -11010'FH 166 mr, 8' Steel C 150 ' (225• OF PENETRATtON <br /> INTO VALL STUD W/U DOUBLE HEADER Exp C FOGRT b26 Siewid 1-5 - - /H[N SG - 0.5)>105 H25 ALUM. ALLOY OR <br />3" ALTERNATE POST <br />A-653 Fy=40 KSI STEEL)0.041'x35<3' -1 <br />- „1 STEEL POST <br />ALTERI <br />0 0 <br />MIN <br />=8 <br />0O 0' <br />00. <br />- DETAIL L-25 <br />- Ele{1 014 SMS <br />-TWO 3/8'*5' EMBEPI€HT <br />LAG SCREW W/ 1'0, ONE <br />04 EACH SIDE CF POST. <br />-y x 3' IETAL POST - /11] <br />SEE GENERAL .NOTE #19 AND <br />LATTICE NOTE *3 <br />UNITS MUST COMPY WITH <br />TABLES Ll AND L2 ON SHEET <br />M5 <br />L <br />1' 3' X 8' At_UM-- RAFTER BRACKET <br />DETAIL L7 JUN 04 /01 <br />-30 X 8' ALUM HEADER ,¢%1932*% <br />e <br />. EIGHT #14 SMS <br />0.042'xyxe / <br />DOUBLE HEADER - <br />NA <br />t5 <br />1 <br />O 0 <br />t MAX WIND SPEED <br />IS 90 mph <br />EXPOSURE C-- LUINCR F[16 <br />I][ST OR HEADER <br />AT-ACHE) STRUCTURE POST <br />TO DECK FLOOR JOIST <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />SEE GENERAL-/ <br />NOTE #23 <br />POST ALTERNATIVE FOR <br />SLAB ATTACHMENT ONLY <br />L 114 SHEET METAL SCREW <br />MAXIMUM WIND CONDITION IS 110 <br />MPH EXPOSURE C <br />Page 15 of 60 <br />EXR On <br /><'TEOF AL <br />tin r's <br />0.041' x3'x3'- <br />STEEL POST <br />4nemnax 5208 TENNYSON PARKWAY <br />SUITE 100BUILDING PRODUCTE: INC- PLANO, TEXAS 75024 <br />n'PEI <br />00 <br />Donent Parts & Connection Details <br />Patio & Commercial Lattice Structures <br />9€IT: <br />LT01 -2009 1 of 3 <br />WL-VI VI <br />Com <br />NTS For <br />9»,rn. \ 1