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e <br />39.4 <br />,, 0/ nr unnn <br />,'IL <br />60Cf Ail <br />3/8' BOLTS W/ t' DIA.20 GA AS™ A653 GRADE 33 STEEL BRACKET LIve/Snow Load RAFTER MAX DISTANCE TO FIRST ROW OF POSTS "L" <br />x 3/32' THK. STL. WASHER FOUR #8 WOOD SCREWS INTO RAFTER AND Solld 20·*r'An Sit EAVEOVERHANG <br />TO 8' STEEL 'C' BEAM 2X FASCIA ' ' 124" 0,0 6- 17·18- . 24"30- <br />SEE TABLE 7,4 COLUMN 'N'ONE PER RAFTER topi hi 294 20'·0.12'•0-7-1.5% <br />FOR QUANTITY ;2*6 294 25,6 254 23'·10 17.1---- 1.575' 2 '570::I _FOR #14 SELF DRILLING r ROOF COVERING IS A MAXIMUM Lattice=105 Exp C 210 25.0 25*150 254 25* <br />SCREWS SEE TABLE 7.4 DETAIL 0A' /Of 3 PSF HEAVIER ROOF COVERING _ .10 ps: . . 2,4 20.0 1 9-3-11'-6.7-1.3*-8- <br />, , 6. U.-WW. ENGINEERING ANALYSIS Latticaul 10 Exp, C h* 20.0 209 20%0' 204 2144 - <br />SHALL REQUIRE ADDITIONAL 248 16 -0 254 26,0 2a.6 16'-1- <br />COLUMN 'L'. <br />9- FASCIA 20 pi ._ _ ht . .- 18'-0'11%1{r 5.-10.4.-1 -2-1-'-LFOft 2-1 WOOD FRAMING M 154 18* 18·4 13<9'" I-*Ty- <br />ALTERNATE 3' SQ POST CONNECTOR /r QOUGLAS AR-LARCH --10*1810·1 5.0 16·10- <br />114 184 11'·3'8'-6- 3'·9 1'-10- <br />BRACKET <6063T6 ALUM)OCT 20 2011 5%111 <br />21,6 184 18·00 184 13'.0-9-7 <br />IF DETAIL L29 IS NOT USED ATTACH SEE GENEFUt NOTE #23 218 18'-0 18'.0 184 1 Er#15-0 <br />0.019-ALUMOR 0.035- -2*4 164 9'-T S-1.2·9 0-9-SIDE PLATES AS PER DETAIL L26 VINYL- COVER · --216 -164- '' 184' 1¥4' 10-4-T-2- <br />-ixa 16.40 104 16-4 16-0'14'-9- <br />'' a4 14.-0,57 ..?31- -ag 0-0- <br />3/8' BOLTS SEE TABLE 7.3 COLUMN '11' / L --S.14'-0 14'-0 11'-1'7-y 4-8- <br />ALUMINUM ROR FASTE]€M (AERMANG SE <br />FOR QUANTITY SEE TUE 1 14'-G 141'·0'14-0 10-4- <br />0.041*3'xy - j -OR #14 SELF DRILLING SCREWS RAFTER SOEDAE SCHEIXU O #SCE 2Xl 9-17 .. . 4'4 0-0.)-09 <br />STEEL POST SEE TABLE 7.3 COLUMN 'G'2*6 11'.0 11'-0 6-T Z-2 <br />- FOR QUANTITY ALTERNATE EAVE ATTACHMENT ·21,8 11'-Ci 11'-0 11'41- - #-9 Er·o- <br />2.25 <br />5.V <br />.843' - <br />0,097 <br />1.0' <br />0.750' <br />#2 OR <br />FOR MA>GWUM <br />25 pst <br />10. P. <br />40.p. <br />Go pi <br /> HEADER SPLICE DETAIL 2- 114 96- 2.5» -001 SDE <br />O,4 <br />0 <br />HEADER SPUCE )AIST BE <br />QI¥2) ON POST 414 SMS ><Fini, ti, I <br />1 1 3' X 8' HEDER--a_--·4-4.4.L U.UL <br />0.875" j --3'*8' 12 (t=0.105') OR <br />16 GAUGE (t=0.059')2- 2' X 61/2" SIDERATES -9 - ....- <br />01€ OCH SIDE Of- <br />STEEL C BEAM COLUMN -a» - <br />0042'x3'xe' BOX Fy= 50 KSI <br />BEAM WRAP 7.75 Seal with permanently <br />DETAIL Ll -r- ftextle & waterproof <br />/ sectant <br />-67 3. <br />POST <br /> ,-3" X 8" BOX <br />\// BEAM HEADER <br />( - q·-ALUM. "H" <br /> / BRACKET <br />:-0.041%<3"xy <br />f <br />1 <br />Lm EXISTING DE .1 <br />FRAMED WALL 1.00'min, <br />G <br />1.00' <br />3" <br />3"-CONINUOUS 2'xeDOUGLAS FIR LEDGER . STEEL POSTOR PROVIDE SIMPSON STRONG TIE <br />MSTA36 (ICC ESR 2105) AT SPLICE <br />LOCATION <br />COVER W/ 0.019' ALUMINUM <br />SEE GENERAL NOTE #23 - <br />3" X 8" X 12, 16 GA. STL. 'C' BEAM -4111!111111111111111111111111'1111111 1 123 <br />WRAP W/ 3" X 8" ALUM. BOX BEAM -1/4' Lag Screw 1 41 <br />- 3' OR 4 <br />3' or 4"O1 <br />3.5' MIN <br />-- -4111111111111111111)11'8111'1111 <br />- ATTACH LATTICE COVER <br />AS PER L7 <br />Completely Seal with <br />-permanently flexible & <br />waterproof sealant <br />ALUMINUM °H" BRACKET FOR <br />CONNECTING POST TO HEADER <br />(6063T5 ALUM ALLOY) <br />_IMIS DETAIL MAY ONLY BE <br />US ITH DETAIL L29 <br />25' MIN PENETRATION /INTO WOOD FRAMING _/ 111|n. 2STUCC0 ATTACHMENT DET,L <br />W/ MIN SG = 0.5 WITH LEDGER BOARD 5208 TENNYSON PARKWAY <br />3' OR 4' ASTM A500 GRADE A L Synthetic Stucco or erin-ax SUITE 100 <br />STEEL POST other non-structural coverhg C PR()DUCTS: INC PLANO, TEXAS 75024 <br />- (1' Max. thick)SEE GENERAL NOTE #9 FOR -Sheatttng <br />CORROSION PROTECTION <br />SEE ALLOWABLE DISTANCE TO FIRST <br />ROW OF POSTS IN TABLE 7.7 <br />lw€; <br />) BED/CP <br />ICC ESR 1398 (2009 IBC) 10/11/20 1 Page 16 of 60 <br />JUN 2013 <br />0 <br />68 3 <br />* EXP 30· <br />d> CM17OFCAU O <br /> En ineer's Sta <br />-\SENSED ER <br />noonent Ports & Connection Details <br />NTS Fgr Patio & Commercial Lattice Structures <br />1*TE ..... .... <br />LT02-2009 2 of 3