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V- <br />105 <br />85 <br />SEE TABLE 4.20 ,- RF OR EXTRUDED FASCIA SEE TABLE 4.20 <br />Revisions <br />03 <br />1f ,/ ELEVEN #14 SMS DR Ll 1-·0 47 TWO 0' BOLTS W/ r WASHERS I · 4A <br />MAX WIND LOAD IS <br />E 90 MPH EXP..R-__ <br />ROOF PAN -1 11 ¥ ¥ 1-1 <br />J <br />-0.070 <br />11.' <br /><-| TWO 3/8' BOLTS <br />MAX HEIGHT 8' t 4/ I• STEEL WASHER <br />7h«Greye ..: <br />-3.062-0--EIGHT' #14 SMS/SDS <br />- EIGHT #8 SMS0.03271.5'45' OR F <br />3' ALUM <t=0.040'- <br />-0,060'Xl.5'>(15' <br />MINIMUM) OR S= 0\V\\ >-- ALLM TWIN POST I BEAM EIGHT #14 SMS FORct=37* FOOTING <br />- 1.5= -6' OR 9' - <br />SAMSON BEAM <br />(ALUM. 6063-¥6) <br />- <br />8' HILTI HIT-HY 150 MAX-SI] -N k_ *r- DETAIL MU81(ICC ESR 3013) V <br />7/ 2,375' EMBEDMENT <br />STEEL POST OR <br />AND 1' 0 WASHERS - <br />HEAVY DUTY BRACKET <br />t=0.120' 6063T6 <br />ALUM OR STEEL <br />ALUMINUM POST <br />EIGHT #8 SM -- --.0625' <br /> FASCIA OR 4' I BEAM <br />-21_1 ALUM, ALLOY 6061 T-61 - | I-BEAM WITH BRACKET <br />10 <br />»*JA€?+46··· <br />'.1.Ov - ./ <br />[VT- <br />W .1 <br />191 <br />L <br />TWO 3/8' BOLTS W/-21 <br />1' STEEL WASHER <br />POST CONNECTIONS AN SCROLL POST DETAILSINGLE SPAN ATTACHED UNITS ONLY <br />SEE TABLE 4.20 <br />OR EIGHT #14 SMS <br />3' POST --·- <br />EIGHT #8 SMS OR SDS <br />2' MIN <br />SEVEN F BOLTS FOR 10' I BEAM <br />W/ FULL SPLICES <br />- FIVE F BOLTS FOR 79<5.5' I BEAM <br />W/ FULL SPLICES <br />FOUR 1/2' BOLTS FOR 10' I BEAMS <br />ALL OTHER I BEAMS USE <br />FOUR 3/8'BOLTS <br />SCREWS D-ne -1-0£, 1\ A \ -SEE TABLE -4,19 OR 420ALUMINUM BRACKET DETAIL <br />TOP MU82 OR 'U' BRACKET MU84 .t-t <br />an€%-1- 4 <br />i ur. w-LO -r <br />OR BOTTOM <br />ZONNECTION <br />A A <br />1 1 <br />DUU <br />r-FOUR 1/4' BOLTS .// 0.050'X5/8' STEEL VASHERS <br />3.5°*3' I <br />BEAM BRACKETLjtfiA r <br />JJ <br />0 0 <br />e <br />68 <br />20 <br />t <br />J 1 013 <br />4-FOUR 3/80 BOLTS <Carl Putnam. P,E. <br />TWO * HILTI HIT-HY 150 MAX-SD (ICC ESR 3013) W/ 2.375* EMBEDMENT <br />3441 IVYLINK PLACE <br />W/ 1'0 WASHERS FOR FOOTINGS UP TO d = 26' <br />0,040'xy*3' LOCKSEAM <br />LYNCHBURG, VA 24503 <br />ATTACHMENT TO 3.5' CONCRETE SLAB DETAIL MU89 CUT PORTION OF <br />DEC 5 2011 CARLPUTNAM@COMCAST.NET <br />FOR 10 PSF LIVE LOADS <br />MAX FOOTING SIZE BOTTOM FLANGE <br />TWO ANCHOR UP TO 110 MPH EXP B · OR 100 MPH EXP C d = 328 <br />AT POST <br />FOR 20 PSF LIVE LOADS AND HIGHER <br />Dram By <br />TWO ANCHORS FOR WINDS UP TO UP TO 130 MPH EXP C \ <br />CMP <br />Check B¥ STEEL POST DETAIL MU93 CMP <br />CONNECTION OF 3' POSTS TO FASCIA OR 4' I BEAM AND SLAB/FOOTING Ah ALUM POST DETAIL MU50 <br />SINGLE SPAN ATTACHED UNITS ONLY <br />499/I-BEAM CONNECTION OR MU96 Filanome <br />MUSA07.DVG <br />Scale Poge # <br />MTS <br />ICC ESR 1953 (2009 IBC) 12/5/2011 <br />Page 29 of 101 <br />C /10 J W40-WUUU <br />*i_J