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1-40 MIN:-11 DOUBLE 2„)<6.50 <br />OR DOUBLE 3"XB" <br />< HEADERMAX FOOTING SIZE <br />14 SM SCREWS <br />(8 PLCS)d=31" <br />1 1 <br />1 <br />6" MIN <br />0 <br />1" MIN <br />1@ @1--1- <, <br />2" MIN - .t <br />e | 3»x 8= BEAM #14 SM SCREWS #14xl/2" SMS ft .- (8 PLCS)4 EACH SIDE - C LA j <br />FOR DOUBLE 3X8 <br />/4 TYP SPACING \22/ <br />n = 6" <br />¤ = 24" 0/C <br />FOR DOUBLE 2X6.5" <br />3-xr sc. posT MAX FOOTING IL DETAILS .h.= U" <br />IS d=28*LA15 (STEEL) <br />r X 6 1/2=LA19, LA20, LA17 <br />SIDE PLATE <br />@ <br />1 <br />a <br />0 <br />j <br />1/4" BOLTS ASTM A307 W/' 0.5"0 OR #14 SMS1 STEEL WASHERS SEE BELOW FOR QTY <br />3 1 .|-1" MIN <br />LATTICE ·TUBE- <br />DETAIL LA21 3 <br />DOUBLE <br />HEADERS USE <br />BRACKET PER <br />HEADER <br />OUTSIDE BRACKET-b <br />DETAIL LA16 <br />-C#- <br />- #8 SMS W/ &-0 WASHER <br />0 <br />r LONGER THAN LA1 <br />LUM RAFTER <br />FOUR #8 SMS <br />/7- UNDER 110 MPH <br />'/ FOUR #10 SMS FOR <br />/ 130 MPH WINDSPEED <br />(%) <br />--HEADER <br />. SCREWS ARE <br />nCE HEIGHT <br />j AED¥*le T,2> Vam, <br />Vad I 19,- a<¢18 sciews i <br />Speed I t {101. Header 2iai4}5 <br />90 PAPH 0040 Oub»2*6 tf i MAX] 3 <br />ecp C 0.042 0.042*knar . e 1 9 < 17 5 MAX <br />0.042 [8,11* S:<8 12 ™AXI ; <br />[10 MPH 0.040 Double,2,6 7 1 1* IMAX; <br />EXP C 0,042 0.[142*,3kr .4' 6' IE:10' <br />0.042 Doeble)*S 8' 3 12 j MAX Y <br />No. 01 #$4 Sc,6,4, <br />11@MMi 156 #*ar'SheiC MAX; i't <br />ap c 16G mn Dot®fastedc .PAAX; 1 1 <br />130 MPH ' 0.040 Dsable2*6 8' · 12 I MAX' MAX <br />eec 0.042 0.042'knr 4' i e e i toi <br />0:042 Cbuble 3,65 8' i MAXI MAX r MAX <br />16G nm r Steel C 14' I *'AX I : <br />iGG·rn&* Dou*Sreet·C MAX i i i <br />-TEEL POST OR #-SEE TABLE FOR NUMBER AND SIZE OF SCREWS. <br />ALUM BOX BEAM (LA04) ALUM POST W/ t=0.120" <br />WITH STEEL INSERT <br />DOUBLE OR SINGLE 3"XB" STEEL C BEAM. BOLT LAYOUT <br />FOR SPUCED AND NON-SPUCE ATTACHMENT <br />SNGLE HEADERS: <br />USE 4 BOLTS/SCREWS FOR FOOTINGS UP TO d=29" <br />USE 6 BOLTS/SCREWS FOR FOOTINGS UP TO d=34" <br />USE 8 BOLTS/SCREWS FOR 60 PSF SNOW LOADS, 6 <br />FOR 40 PSF, 4 FOR ALL OTHERS. <br />DOUBLE HEADERS: <br />i# OF #14 SMS or SDS <br />2141 618 110 <br />Cubic Footer Size V° lin) <br />20! 251 29! 31134 <br />/ 3X8 STEEL C HEADER <br />/ INSIDE 3X8 BOX BEAM <br />/-3.)(3" ALUM <br />1"IL< RAFTER <br />r#14*3/4" SHEET METAL /[A \ LATTICE <br />/ OR SELF DRILUNG SCREWS HEADER <br />/ SEE TABLE FOR QUANTITY U-#14 SMS <br />USE 8 BOLTS/SCREWS FOR FOOTINGS UP TO d=37"USE 12 BOLTS/SCREWS FOR FOOTINGS UP TO d=43" <br />1 <br />USE 8 BOLTS/SCREWS FOR SNOW/LIVE LOADS UF TO <br />30 PSF <br />UDETAIL LA08 OR LA09 <br />USE 12 BOLTS/SCREWS FOR SNOW/LIVE LOADS UP TO <br />40 PSF uEIGHT #14 SMS OR SDS <br />USE 16 BOLTS/SCREWS FOR SNOW LOADS UP TO 60 SliEEL POST OR- <br />PSF ALUM POST W/ t=0.120"MAX FOOTING SIZE d=34" <br />THIS DETAIL MUST BE USED WITH <br />SDEPLATES AS PER LA24 OR WOH <br />AN EMBEDDED FOOTING AS PER LA36 <br />' -\De,Ax <br />1 <br />VIL <br />DEC M $!all <br />ICC ESR 1953 (2009 ]BC> 12/5/2011 <br />Page 5 af 101 <br />Revisions <br />125 8 <br />mitf7 <br />¥ 00*t <br />Carl Putnam. P. E. <br />3441 IVYUNK PLACE <br />LYNCHBURG. VA 24503 <br />CARLPUTNAM@COMCAST.NET <br />Ched: By <br />CUP <br />Dale <br />FEencme LAT03.DWG <br />2 toll <br />0006-9 CELL) <br /> LICSAW GWEER <br />6" <br />P-1-2" MIN <br />(DETAIL LAOM <br />\03