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- 1.575' <br />2.25=1.< <br />- J O.750- <br />3/8' BOLTS 7/ 1" DIA. --20 GAASTM A653 GRADE 33 STEEL BRACKET Live/Snow Load RAFTER MAX DISTANCE TO FIRST R01 V OF POSTS "L" <br />x 3/32' THK. STL, WASHER -r FOUR #8 WOOD SCREWS INTO RAFTER AND Solid Co·er Wind SIZE i EAVE OVERHANG <br />TO 8' STEEL 'C' BEAM 2X FASCIA (24" 0/9 6-fr I 18"24 30" <br />0 SEE TABLE 7,4 COLUMN 'N'/692- AR/90*j Ws:0,-/ ONE PER RAFTER 10 ps/2¤4 254 20-9 12'4 7-1 * 318" <br />FOR QUANTITY 1 / 30+1 2*6 254 254 254 23-lf 1701" <br />FOR #14 SELF DRILLING UN 9 "AM ) f MO -RNTER r ROOF COVERING IS A MAXIMUM lattice=105 Exp C 2,18 25·47 25'4 25%G 25'-0'25-0 <br />/ OF 3 PSF HEAVIER ROOF COVERING 10 psf 21[4 2947 19-3*11'-6'T.1* 3'-8-SCREWS SEE TABLE 7.4 1 4 1 DETAIL "A" / <br />SHALL REQUIRE ADDITIONAL 2*6 204 294 204 20.0 16'-7COLUMN 'L'. /9/ 2X DF WOOD ENGINEERING ANALYSIS Lattice=110 Exp C 2,(8 204 264 20-0 204 204/ FASCIA <br />20 ps# 214 18-0 11'-10*6'-10- 4'-1 - 2'4 <br />2"x WOOD FRAMING 2xe 18-0 18-0 154 13'*910 <br />/ r DOUGLAS FIR-LARCH ha 1 E.0 18 4 18'·0'18'-00 18.0ALTERNAT&&3?2 2JL CONNECT*T 20 2011 roD=&- / |#2 OR Em 25 0 214 184 11'-3»54* 34 1'-10' <br />2]te 18-0 18'·0 154 13·0'9-T <br />IF DETAIL L29 IS NOT USED ATTACH SEE GENERAL NOTE #23 -MANGER-20[8 18-0 18.0 154 18'-0 18'-0 <br />0.019" ALUM OR 0.035' <br />9-2- 5'-1*SIDE PLATES AS PER DETAIL L26 e 30 p. 2%4 16.0 29 94' <br />VINYL COVER <br />Vf <br />216 16%0 16'4 15'-4'104'Tit <br />/ 4.218 15'·0 16'.0 16'.0 16'.0 14·9' <br />j I FOR MAXIMUM IN <br />' 40 0 2*4 043/8' BOLTS SEE TABLE 7.3 COLUMN 'H' / L 144 5-7 34 0-0/0,041*31'- --OR #14 SELF DRILLING SCREWS RAFTER SCHauLE SCHEDULE O RIGHT 60 0 2*4 9-10 410· 0-Or 0.0· 0.0 <br />2*6 14-0 14'.0 11'-1'71 4% <br />FOR QUANTITY ALUMINUM -SEE TAEME 7.8 2*8 144 14'4 14'4 14'C 10-4 <br />FOR FASTENER OVERHANG SEE ' <br />STEEL POST SEE TABLE 7,3 COLUMN 'G' -2*6 11'-0 11'-0 54- 4-1'20 <br />FOR QUANTITY /62*ESS/042*..37 ALTERNATE EAVE ATTACHMENT 2*8 11'-0 11'-0 11'.0 6'-0' <br />P,figE;jii;i HEADER SPUCE MUST BE <br />U &n CITED ON POST -#14 SMSYHEADER SPUCE DETAIL 2- #14 SME-2.5- (9 PS 4 /4/4 F-3" X 8" BOXi dp/OMbrb.- . j 3' X 8' HEADER <br />0.875" = \Al/ \#'BEAM HEADER <br />1 -3'*8' 12 (t=0.105')-7 Vi <br />16 GAUGE (t=0.059'X 6 1/2' SDEPLATES -1 --'---673'-LUM. "H"9;>Ak.*19'L CH 90E OF 6·' I k POST 3STEEL C BEAM -- 6,1 BRACKET <br />0.042'xyxe' BOX Fy= 50 KSI \>OF rM <br />BEAM WRAP 7.75"Seal with permanently <br />DETAIL Ll - --- /-flexible & waterproof Ar.Ain..no..in <br />0 <br />./V331 9 <br />1 <br />10 <br />•0'110:,11 <br />2- 2' <br />ONE EA <br />COLUMP <br />sealant <br />L=EXISTING DF _/ <br />FRAMED WALL 1.00'MIn, <br />3" X 8" X 12, 16 GA. STL. 'C' BEAM -41111111111111111111111111111111111. <br />WRAP W/ 3" X 8" ALUM. BOX BEAM <br />CONTINUOUS 2"xe DOUGLAS FIR LEDGER <br />OR 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 />1/4' Lag Screw <br />e <br />- 3" OR 4 <br />3= or 4" <br />0I -8=p- <br />1.00'M <br />·- U.U£+1 XJ XJ <br />3 / 444\ -2 - \\\_STEEL POST <br />3><:1-f60 ,3L <br />-0 - <br />Uj E p. 1.1 0 <br />FIt FL 4/0. <br />3.5' MIN <br />r.-4111111"11111111111111111111111111 ' <br />r- bv ALUMINUM 'H' BRACKET FOR-:iT= t:TTICE col & I CONNECTING POST TO HEADER <br />Completely Sea w (6063T5 ALUM ALLOY) <br />-permanently fl4xll THIS DETAIL MAY ONLY BE <br />waterproof sedi€SED WITH DETAIL L29 <br />l p T 9// <br />0 <br />2.5' MIN PENETRATION / <br />INTO WOOD FRAMING -In, /\ ST'UCCO ATrACHMENT DETAIL <br />W/ MIN SG = 0.5 L,0/ W[TH LEI)GER BOARD <br />5208 TENNYSON PARKWAY <br />3' OR 4' ASTM A500 GRADE A L Synthetic Stucco or (b,Amerimax SUITE 100 <br />STEEL POST other non-structural covering BUILDING PRODUCTS, INC. PLANO, TEXAS 75024 <br />thick) <br />SEE GENERAL NOTE #9 FOR - - Sheathlne " ·rfPE <br />CORROSION PROTECTION ' 07 7 BEJ/CP64SEE ALLOWABLE DISTANCE TO FIRST NOV 5 2 SCALE:Component Parts & Connection DetailsROW OF POSTS IN TABLE 7.7 3&4 NTS For Patio & Commercial Lattice Structures <br />ICC ESR 1398 (2009 IBC) 10/11/20 1 Page 16 of 60 End{000*73**0 'NE FILE#:SHEEr: <br />LT02-2009 2 of 3 <br />»It <br />5.5 <br />2.841 -- <br /> E 0·097" <br />EGI-3 11111