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4' min <br />. FOUR 1114 SMS EACH SIDE FOR 110 MPH EXP <br />C SLAB ATTACHMENT AND UP TO d=28' <br />FOOTING.O.O422FJ 7 -- ;EACH SIDE <br />POST 2- <br />e <br />6" MIN '29 -30· <br />/1 1. <br />21X 6 1/27 .024' |+ -it1.80•275ALUM. SIDEPLATe2W 1.0.1 <br />0.078- -3" x 8" HEADER -11.0-CONNECTION 014 x 3/4' SMS- <br />LFOUR- #14 SMS <br />| | EACH SIDE,BEACEN/6>1367;* <br />/Q?/Ef.U \Se <br />8 --14-- (( ic dll»,1 1\ i \1 \ ta43-rm ALUMINUM <br />„* , .3.69040?W / BRACKET <br />WITH SIDEPLATE& \V//*J <br />i \3¢%00/vii / / <br />0.024' <br />0.024.- - --0.024 <br />SEE -t".1 -•U© <br />JAI <br />L26 <br /> 3' SQUARE COLUMN <br />(3004-H34 ALUM. ALLOY) <br />2' x 6.9 SIDEPLATES <br />--- (3004-H34 ALUM. ALLOY> <br />0'0 GALVANIZED H[LTI HIT-HY 150 MAX <br />ADHESIVE ANCHOR (ICC ESR 2262) 1/ <br />2.25' EMBED AND 1' 0 WASHER OR <br />- EQUIVALENT <br />4« t/X <br />2"X 6.625" <br />SIDEPLATES <br />K-ALUM. FOOTING <br />ALUMINUM BRACKET FOR CONNECTING 8 RACK ET <br />POST TO FOOTING OR SLAB <br />(6063-T6 ALUM ALLOY) <br />SINGLE SPAN ATTACHED UNITS ONLY 1 :..... <br />REQUIRES SIDEPLATES AS SHOWN IN I ......... <br />DETAIL L26 SLAB OR FOOT NG <br />3"x3" ALUMINUM RAFTER <br />ALTERNATE 1.5 <br />3'X3'. <br />RAFTER -·-4 - E·- TWO #10 OR #14 SMS <br />ATTACHMENT -_L- LATTICE HEADER <br />T <br /><64/ <br />Lattice or <br />SolId P{ne,2-7 <br /> 0.042"x3-1,8= HEADER -Ate. Brad<et <br />Ct = 0.0604-1 <br />DETAIL L9 <br />-Lattice or . .--a----6-Atum. Bracket <br />Solid Parlelsl 6" MIN (0.06097- r.8 SMS <br />1 - 7,71-FT#8 SMS - 7 L 30 x 8' Header 112 <br />r x 8' Header #1 | <0.042') <br />(0.042•) ,2 42 x 6' Side MateFOUR 114 SMS 3/_ll IlEACH SIDE FOR-' -1 P- 2" MIN »14 SMS-Jr <br />EACH HEADER | '. <br />3' x 8- Header »1 13513' POST - 1 (0.042.r14 MET- <br />11 2)(6.5' SIDEPLATE -·<·-._____11 1 <br /> ALTERNATIVE SPLICE FOR ATTACHED UNITS <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />Vf- <br />- . OCT 20 2011 SEE SET MEI FORLiveMAX -L" FOR TOPTOP MOUNT BRACKET STEEL POST-% 9 REQUIRED SLAB- Load Wind Speed OR SIDE MOUNT /-FOR CONSTRAINED- 0.210 STEEL Fy = 33 ksi (Pih' and ExAN-re 16" 0/c ; 24'ok 3/8' x 9' STEEL , /F0011NGS8. BRACKET IS 1.094' VIDE 10 105 mpt, p B 21'-8" I 14'-6"REBAR EMBEDDED AT *52 <br />1_«1 90 mph E,PC 21'-3" : 14'·2" <br />.1110 mpli*#h» Wor-1 ' -; -13--4"'B' DEPTH 6 D. 9 01" <br />1 .6 8 .9 1ALUM 7 --7--105 mp€RUCC iEW·-1-10'·7"- I BRAFTER iw,GER 7 /110 mph Exp C 14·-6" i 9.-0-N\\7 6 .F\ TEN' MIly 20 110 mph Exp C 11 '4" ,r-6" <br />1 # 4-1 1/,5.-·02¢f NOT ALLOWED IN SNOW LOAD AREAS 1, ht..8 . 1-4 4 <br />SEE GENERAL NOTE #9 FOR 3". v .9. *CORROSION PROTECTIONATTACH PER-j / - <br />TABLE 7.5 /.9„t' MIN GAP BETWEEN -<EXISTING EAVE 4 <br />LEDGER AND ROOF FOR r-WOOD FRAMING CONCRETE FOOTINGDRAINAGE <br />ALL HOUSE PENETRATIONS dD i 1- L <br />MUST BE COMPLETELY AND* SCR <br />PERMANENTLY SEALED , <br />FREESTANDING OR ATTACHED STRUCTURE0.125:1.5-*1.5" STEEL COLUMN To FOOTING CONNECnON DETAIL(Fy=33 KSI) V BRACKET- 7-/ <br />2 SPACING ></'.1/ <br />BETWEEN SCREWS <br />5208 TENNYSON PARKWAY <br />, SUITE TOO <br />EAVE ATTACHMENT BUIi.DINC PRODUCTS. IN(. PLANO TEXAS 75024 <br />EAVE OVERHANG AND <br />'L' MUST ALSO COMPLY <br />WITH DETAIL L17 LEDGER BOARD 1 -'7490 CAL\'BEJ/CP <br />Component Ports & Connection Details <br />Page 17 of 60 NTS For Patio & Commerciol Lattice Structures <br />DATE:FILE#SIEIT: <br />LT03-2009 3 of 3 <br />r#14*1.5' <br />11 6 PLACES <br />ALUM <br />RAFTER <br />AN <br />d < 33'B = 9' <br />d < 38' B = 12' <br />< 46' B = 18' <br />< 51' B = 24' <br />013 <br />S/04/4 <br />rn <br />-2. -- 2.- <br />6 5/8' <br />DE 6 5/8