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ALUMINUM 0.042"X3X8#14 SCREWS(10 PLCS)-A - r <br />/1 ALUMINUM U-=-N <br />"H" BRACKET &=-*A- <br />C*- <br />-DETAIL MU83 9-4.0.0 <br />0.040"x3"*3» <br />3"*3" POST-14 SCREWS POST <br />, 1 <br />MAX FOOTING SIZE -(10 PLCS) <br />d =24" AND90 MPH Exp B SLAB <br />0.042"X3"X8" <br />ALUMINUM HEADER 1 <br />1 <br />cD <br />#14 SM SCREWS 398" BEAM <br />(16 PLCS) <br />MAX FOOnNG SIZE .1 <br />IS d=29" AND 90 1MPH Exp C SLAB 3"x3" POST <br />i <br />i <br />1 <br />1-W--1 1 <br />1 i <br />1 1 >-#14 SM SCREWS <br />4 -113' 18 PLCS)r <br />1 1 #14 SM SCREWS <br />1 1 (8 PLCS)E Il1 14--TYP SPACING= 24" 0/C <br />MAX FOOTING .IS <br />d==31" or <br />90 mph Exp C SLAB <br />, 2"X6.5" <br />SIDEPLATE <br />Revisions <br />t <br />f 1 <br />K <br />gao <br />Ct= 0 <br />==0& <br />DOUBLE 2")(6.5" OR <br />DOUBLE 3"*8" HEADER <br />MAX FOOTING SIZE <br />d= 34" <br />- .-SLAB ATTACH MAXIMUM <br />DOUBLE OR SINGLE 3")(8" STEEL C BEAM. BOLT LAYOUT FOR <br />SPUCED AND NON-SPLICE ATTACHMENT <br />1 -I= C <br />SINGLE HEADERS: <br />J <br />USE 4 BOLTS/SCREWS FOR FOOTNGS UP TO d=29" <br />limit - <br />USE 6 BOLTS/SCREWS FOR. FOOTINGS UP TO d=34"USE 8 BOLTS/SCREWS FOR 60 PSF SNOW LOADS, 6 FOR 40 <br />PSF, 4 FOR ALL OTHERS. <br />PEE.-EEE1/4" BOLTS ASTM A307 OR <br />W/ 0.5"0 STEEL WASHERS <br />OR #14 SMS <br />r SEE TEXT FOR QTY <br />IN @@ <br />@@ <br />414/V\A. <br />44>t <br />1" MIN <br />WIND CONDITION = DOUBLE HEADERS: <br />90 MPH EXP C <br />USE 8 BOLTS/SCREWS FOR FOOTINGS UP TO d' USE 12 BOLTS/SCREWS FOR FOOTINGS UP TO d=43"USE 8 BOLTS/SCREWS FOR SNOW/LIVE LOADS UP TO 30 PSF <br />#14xl/2" SMS-'4- <br />USE 12 BOLTS/SCREWS FOR SNOW/LIVE LOADS UP TO 40 PSF <br />4 EACH SIDE 0-ALUM t=0.120" <br />USE 16 BOLTS/SCREWS FOR SNOW LOADS UP TO 60 PSF <br />0.040" ALUM POST--OR STEEL POST <br />=370 <br />393 <br />j 4 <br />3" POST-/--\331n r MU 1 <br />©U161 - <br />e <br />¢b <br />r <br />a. 2 <br />JU 1.20 <br />SEE TABLE 7.3 FOR NUMBER OF FASTENERS-0 /-Detail MU82 or MU84 <br />#14x3/4" SHEET METAL #14 SMS USE COLUMN A '97.1 POST ATTACHMENT DETAIL TO - . <br />OR SELF DRILLING SCREWS 36" BOLTS USE COLUMN B f- SEE TABLE FOR QUANTITY .SLAB OR FOOTING SINGLE SPAN <br />t# OF #14 SMS or SDS <br /><ATTACHED UNITS ONLY <br />< 3Xg STEEL C HEADER /214 I 6( 8110 <br />Cari Putnam, P. E. <br />b Cubic Footer Size Y On) .-3 0 <br />A- ,3441 IvruNK PLACE <br />LYNCHBURG, VA 24503 <br />20 125129 131 f 34 .-a CARLPU™AM@COMCAST.NET <br />C=· 4*4 ,//0,055,0-eK <br />,-<p- 5%.Pea;kl TWO 8' HILTI HIT-HY 150 MAX-SD (ICC ESR 3013) W/ 2.375' EMBEDMENT Drum, By <br />ALUM W/t=0.120"C=» 44*.1 DETAIL MU80 OR MU82 11\ M W 1.0 WASHERS FOR FOOTINGS UP TO d = 26' CMP <br />- . /4 /i 19 6/149! c-ATTACHMENT TO 3.5' CONCRETE SLAB <br />Ched, Ey <br />OR STEEL POST \ CUPISE EIGHT #14 SMS OR SDS 1 3 44.jAN FOR 10 PSF LIVE· LOADS o. <br />/2\ MAX FOOTING SIZE d=34=8 '5< 4/ TWO ANCHORS UP TO 110 MPH EXP B OR 100 MPH EXP C FHenarne <br />FOR 20 PSF LIVE LOADS AND HIGHER <br />MUSA09.DWG <br />Ult€&30 TWO ANCHORS FOR WINDS UP TO UP TO 130 MPH EXP C 17° <br />ICC ESR 1953 (2009 IBC) 12/5/2011 <br />DEC 52011 Page 31 of 101 <br />. <br />. <br />t040-yUUU