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0.024' <br />0.0240 <br />6 5/8"SEE . -3' <br />DETAILM <br />L26 <br />- 2. - <br />FOUR #14 SMS EACH SIDE FOR 110 MPH EXP 0.042"x3"x8" · <br />FOOTING, . * <br />C SLAB ATTACHMENT AND UP TO d=28'HEADER <br />1 " MIN+ + -4%4- #14 SMS <br />EACH SIDE <br />- 0.024"0'0 GALVANIZED HILTI HIT-HY 150 MAX 6" MIN <r.29 -50. <br />ADHESIVE ANCHOR (ICC ESR 2262) 7/ I 1 <br />2.25' EMBED AND 1' 0 WASHER OR | 1 ,t <br />27 6 1/2»X .0240 75' <br /> EQUIVALENT | <br />ALUM. SIDEPLATew 1 ·80• 2 <br />1.01 ¢ <br />2"X 6.625" f <br />22- SIDEPLATES 3" x 8" HEADER -3.00 - -11.00.078- - <br />F-ALUM. FOOTING CONNECTION #14 x 3/4' SMS - <br />3"X <br />6 5/8"6 POST <br />ALUMINUM BRACKET FOR CONNECTING <br />POST TO FOOTING OR SLAB <br />(6063-T6 ALUM ALLOY) <br />SINGLE SPAN ATTACHED UNITS ONLY <br />REQUIRES SIDEPLATES AS SHOWN IN <br />DETAIL L26 <br />1 ,/1 BRACKET <br />I S .0-44 1: t<: <br />SLAB OR FOOT NG <br />1,1_14 <br />==17 <br />L 3' SQUARE COLUMN <br />(3004-H34 ALUM. ALLOY) <br />2' x 6.5' SIDEPLATES <br />(3004-H34 ALUM. ALLOY) <br />ALTERNATE <br />3'X3' <br /> RAFTER <br />EP6 <br />IVIL <br />ALUM n <br />DArrrD \ <br />L 1.5 <br />LFOUR- #14 SMS <br />EACH SID,-OFESS/op <br />1- 3"x3" ALUMINUM RAFTER <br />TWO #10 OR #14 SMS <br />- LATTICE HEADER <br />ED EVENLY <br />+ <br />(LLO/ \1 \ 1603Tfi ALUMINUM6/204019 BRACKET <br />NT '¥ <br />*24)WITH SIDEPLAT EKi Y i <br />Live MAX "L" FOR TOP OCT 20 2011 SEE SHET M8 FOR <br />TOP MOUNT BRACKET STEEL POST-% v REQUIRED SLAB <br />Load Wind Speed OR SIDE MOUNT r FOR CONSTRAINEDLattice or <br />Solid Pane,2--7 -0 21 " STEEL Fy = 33 ksi (psf)and Exposure 16" 0/c I 24"o/c 3/8' x 9' STEEL /FOOTINGS <br />BRACKET IS 1.094' WIDE <br /> 0.042-*3-x8' HEADE 10 105 mph Exp B 21'-8" | 14'-S"REBAR EMBEDDED AT 18iFX <br />All:r:9 \110 mph Exp B 20'-1" 13·4" 'B' DEPTH 6 B.· 7 <br />Ct = 0.0604-m 1-1 \,/8 <br />90 mph Exp C 21'-3" 1 14'-2" 4 .4: 4r 2*8 LEI)GER BOARD (Doug Flr) <br /> SEE GENERAL NOTE #23 105 mph Exp C 15'-10" ! 10'-7'd < 33' B i <br />/ A- #1401£ IC,Ii 110 mph Exp C 14'-6" i 9'-8 d < 38' B 9 8 5 4Lattice or 1.0-Alum Bracke.hz.e-m;6:10"GER-\ /./7 <014*15' =- 20 110 mph Exp C 11'-4" I 74'd < 46' BSolid Panels7 6" MIN (0.06005-\ \Top Muu-1,17 --=sSSES@tual, u 1 \1 6 ;4..1 1 1 9--T-f t....40F,g NOT ALLOWED IN SNOW LOAD Al i Id <br />#8 SMS --L-7'74'vr,U-7,1 SEE GENERAL NOTE #9 FOR 3" 7 7. 4CORROSION PROTECTION <br />'- 3' x 8'Header %2 7 ATTACH PER-/ / L----- <br />3' x 8' Header #1 (0.042')TABLE 7.5 / j g" · I <br />(0.042')1' MIN GAP BETWEEN -'N- EXISHNG EAVE . : 4- x 6' Side PlateFOUR #14 SMS // _1| | I LEDGER AND ROOF FOR WOOD FRAMING L CONCRETE FOOWNGEACH SIDE FOR-v --7 9-2" MIN #14 SMS-DRAINAGE ALUM d -1EACH HEADER 11 ALL HOUSE PENETRATIONS RAFTER3' x 8' Header #111(0.042')MUST BE COMPLETELY AND #14*1.5" SCREWS <br />3",(3" POST <br />PERMANENTLY SEALED 6 PlACES <br />FREESTANDING OR ATTACHED STRUCTURE3-*3" POST - <br />0.125"*1.5"xl.5" STEEL COLUMN TO FOOTING CONNECTION DETAIL <br />2*6.5" SIDEPLATE --·<(Fy=33 KSI) 'V BRACKET <br />2' SPACING <br />1 1 BEIWEEN SCREWS '.SIDE MOUN B AC E *- e .44%1=35'e:tta,SS=g-- <br />>Unerimax 5208 TENNYSON PARKWAY <br /> ALTERNATIVE SPLICE FOR ATTACHED UNITS EAVE OVERHANG AND <br />EAVE ATTACHMENT I ¢A SUITE 100BUILDING PRODUCTS, INC. PLANO, TEXAS 75024/ PKIT <br />O1/ 9 111 1 ,// 11 0-m, Em n,E: <br />'L' MUST ALSO COMPLY <br />WITH DETAIL L17 LEDGER BOARD \·ponent Parts & Connection Details <br />Patio & Commercial Lattice StructuresICC ESR 1398 (2009 IBC) 10/11/2011 ' Page 17 of 60 .TI SHEET: <br />B9'. <br />12' <br />18' <br />24' <br />7 <br />L29 <br />2 <br />4\ <br /> Epl 10 <br />BEJ/CP <br />SCALE:Com <br />NTS For <br />vu c %·fh-, 06«4:KEONAEddla#SME Stamo OATE:FILEI. <br />LT03-2009 3 of 3btrmt0/2nlp..