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i <br />i <br />F <br />f <br />ALUMINU!M 0.042"X3*8 <br />#14 SCREWS <br />(10 PLCS)JA, <br />/\ <br />»DETAIL MU83 <br />3"x3" P.OST -·--LA 14 SCREWS <br />MAX -FOOTING SIZE (10 PLCS) <br />d =24-" AND <br />90 MPH Exp B SLAB <br />3 DOUBLE 2"X6.5" OR DOUBLE 3"XB" HEADER -1---71Cz-- <br />{ MAX FOOTING SIZE <br />i d=34"|- -SLAB ATTACH MAXIMUM <br />(1107 <br />t <br />th <br />0.042"X3"XS" <br />ALUMINUM HEADER. <br />ALUMINUM ne...#14 SM SC <br />"H" BRACKET 41.MAX FOOTIi <br />Oce=.IS d=29" A 0 6 PLCS)MPH Exp C <br />0.040"x3"*3"tvPOST , <br />1 <br />1/4" BOLTS ASTM A307 OR <br />W/' 0.5"0 STEEL WASHERS <br />OR #14 SMS <br />,- SEE r TEXT FOR QTY <br />/l <br />5" MIN @@ <br />! /Gih 411/ <br />LI 11 <br />Revisions <br />1 <br />(A d-0:·' 3>=*14 .SM SCREWSI /494 (8 PLCS) <br />CD t--,0 -4 [Di j #14 SM SCREWS <br />REWS 3"x8" BEAM |1 ;1 <br />.-/.1 1 (8 PLCS)Zil;Fm /·Pr,i <br />AG SIZE 1 -F ly--TYP SPACING i filig*,3/6 6 "#.P4 L:. <br />4ND 9,0 .6,1-1 0r'.4 - 24" 0/C 1 ¢, -ey... <br />SLAB cb p-- -r dj 'MAX FOOTING IS3"x3" POST I d=31" or T.WESEE.E, d n. 5- <br />/1 0de&**fl r- <br />1 ,i r 90 mph Exp C S:LAB ; ' <br />/Mui 1 1 <br />41 0 2 <br />419 ' '€1t 0 l i r- <br />1 ,- 1 i' 11 ,' 1 <br />2"X6.5" -1.4 ';IXC <br />1 1 \ 6 11 1 SIDEPLATE 1 ="*igi moo <br />0)11-'.M.:ejbcr··All -3 - D e <br />DOUBLE OR SINGLE 3"X8" STEEL C BEAM. BOLT LAYOUT FOR .P.2:4 4- O r0,211.L 4 -eVI S <br />SPLICED AND NON-SPLICE ATTACHMENT *4:1.aiwiliBLI= 14, <br />SINGLE HEADERS: <br />iMFEFFEl-1 <br />USE 4 BOLTS/SCREWS FOR FOOTINGS UP TO d=29 *M15#2gA...* <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 />j <br />t <br />J <br />1 <br />WIND CONDITION = <br />90 MPH EXP C 1- <br />#11·xl/2" SMS-,0 <br />4 EACH SID'E 41.37 <br />0.040" ALUM POST 1 11tl <br />#14x3/4" SHEET METALOR SELF DRILLING SCREWS <br />F-SEE TABLE FOR QUANTITY <br />'# OF #14 SMS or SDS <br /> 3XE STEEL C HEADER f 2Ed'6585- <br />1 Cubic Footer Size "d" (in) <br />1" MI-N <br />DOUBLE HEADERS:USE 8 BOLTS/SCREWS FOR FOOTINGS UP TO d=37"USE 12 BOLl S/SCREWS FOR FOOTINGS UP TO d=43"USE 8 BOLTS/SCREWS FOR SNOW/LIVE LOADS. UP TO 30 PSFUSE 12 BOLTS,/SCREWS FOR SNOW/LIVE LOADS UP TO 40 PSFUSE 16 BOLTS/SCREWS FOR SNOW LOADS UP TO 60 PSF <br />'LALUM 2=0.120" <br />OR·STEEL POST <br />3" POST-- --Q'%7- AM <br />U \119 <br />SEE TABLE 7.3 FOR NUMBER OF FASTENERS-.h.k /-Detail MU82 or MU84 <br />#14 SMS USE COLUMN A96" BOLTS USE COLUMN B X«l POST ATTACHMENT DETAIL TO-N-*11 SLAB OR FOOTING SINGLE SPAN*c ATTACHED UNITS ONLY <br />'ofE,St ,>· <br /> JU 1.20 <br />10 <br />14 <br />./ <br />20 1 25 }29 1 31 1 1 <br />1 <br />A <br />Cort Pulocm, P. E. <br />3441 IVYLINK PLACE <br />LYNCHOURG, VA 24503 <br />CARLPUTNAM@COMCASTNE[ <br />A'LUM W/t=0.120" <br />i OR STEEL POST ' <br />40:d <br />/00% <br /> 41-9>/ <br />t-DETAIL MUSO OR MU82 <br />-USE EIGHT #14 SUS OR SDS <br />MAX FOOTING SIZE d=34' <br />& *9.-911?»Aa TWO # HI:LTI HIT=HY 150 MAX-SD (ICC ESR 3013) W/ 2.375'; EMBEDMENT -47 <br />W/ 1'0 W,ASHERS FOR FOOTINGS UP TO d = 26' <br />CMP <br />ATTACHMENT TO 3.5' COiNCRETE SLAB <br />Check By <br />CMP <br />FOR 10 PSF LIVE L:OADS <br />Date <br />TWO ANCHORS UP TO 110 MPH EXP B OR 100 MPH EXP C <br />FOR 20 PSF LIVE LOADS AND HIGHER <br />acrefne MWSA09.DWG <br />TWO ANCHORS FOR WINDS UP TO UP TO; 130 MPH EXP C - ;Scale Pago # <br />ad <br />i i. <br />ICC ESR 1953 (2009 8¢) 12/5/2011 <br />DEC 5 2011 Page 31 of 101 <br />- <br />.Em22