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SEE TABLE 4.20 <br /> 111 3,887 RF OR EXTRUDED FASCIA <br /> SEE TABLE 4.20 r Weans <br /> 1 J <br /> 0.105 I L7 EIGHT 1114 SMS OR <br /> THREI BOLTS W 1 WASHERS r <br /> � <br /> { 3 EXPOSURE LOAD IS 115 MPHi 6 ROOF PAN--+ <br /> 0.070mi at <br /> C/1 <br /> `:,.. ` la— <br /> �� " TWO 3/8' BOLTS ..r,.(„3 <br /> _r - I 1.1' `` Wt 1' STEEL WASHER f"� <br /> __ , MAXIMUM FOOTING �.�' / <br /> 3.062 EIGHT 1114 SMS/SDS ■kI BEAM SIZE FOR THIS C <br /> EIGHT as SMS DETAIL IS d•36 <br /> 3' ALUM Ctr0A40' 0.032'X1.5'X1.S' OR H <br /> MINIMUM) OR STEEL 0.060'X1.5'X1.5' Cr F" <br /> POST ALUM TWIN POST L1.1 0., a y, <br /> 6' OR 9' EIGHT 1114 SMS ! a_ <br /> (ALUM SAMSONal Pp 063-T6 BEAM i..L— .5.x <br /> till liil :I; <br /> .� <br /> —J t <br /> DETAIL MU81 ""' `"" <br /> OR tM GALVANIZED OR . �• • • ~o <br /> STA ESS TEEL ANCHOR (ICC MU ci�• li:_ STEEL POST OR LLCO e�Z0 <br /> ESR 191WASHER2OREEQUIVALDED �ENT l HEAVY DUTY BRACKET ' t=0.120' 6063T6 y W • <br /> EIGHT *8 SMS �I'AA ALUM OR STEEL ALUMINUM POST W>o in g <br /> .0625 La O u7 <br /> FASCIA OR 4' I BEAMIINI���' - U ALUM, ALLOY 6061 T-6 PUT of il M o oco 1 <br /> ' <br /> ® I-BEAM WITH BRACKET Geo wAsgil4 in x.. 1 <br /> - r <br /> !' tea:40 ^A MI <br /> POST CONNECTIONS AND SCROLL POST DETAIL .. <br /> SINGLE SPAN ATTACHED UNITS ONLY 4 <br /> MAXIMUM FOOTING SIZE IS d=25' .err <br /> ,w ���.�Anja SEE TABLE 4.20 ' Q 3,•60 , 4 <br /> Jrvm s ��sro'j'�rr t�`' <br /> 3' POST IF•�, .�'.. ;.. <br /> 7.0pRope.,..t3iN • /0 <br /> FOUR �' STEEL BELTS <br /> '- . FOR 10' I BEA S l Q 72580PE e' <br /> FOUR rSTEEL BO TS r <br /> -II ' <br /> FOR ALL OTHE I 'EAM'ALUMINM ATTAEE TABLE 419 OR 420 EIGHT N34 SS OR SDS FOR1111011111111 <br /> �'� >• r <br /> dmf' TOP OR BOTTOM MU82 OR 'U" BRACKET MU84 <br /> made' - - wi zirt/ _< ��. <br /> CONNECTION Na f _ � <br /> 1 FOUR 1/4' BOLTS w/ 2' MIN �A� PU <br /> MU 0.050'X5/8' STEEL WASHERS <br /> 3.5'X3' I .� _' EXPIRES:OEC 31,2018 <br /> 11.1 BEAM BRACKET - - _l_IN <br /> SEP 21 2017 <br /> jr.,*"1.1"`1_ OUR 3/8' BOLTS o'�Rb► P+n u n n ,i'i u -- _�J U'� Cort Putnam, P.E. <br /> �' STAINLESS OR kid GALVANIZED STEEL ANCHOR (ICC ESR 1917) 3441 IVYLINIC PLACE <br /> W/ 2' EMBED AND 1' WASHER FOR FOOTINGS UP TO 25' iI= =I1_ 0.040 x3 x3 LOCKSEAM C LYNCHBURG, VA 24503 <br /> ATTACHMENT TO 4' CONCRETE SLAB ;'!'t'WI ""'"''' DETAIL MU89 CUT PORTION OF CARLPUTNAM!COMCAST.NET <br /> FOR 10 PSF LIVE LOADS r I MAX FOOTING SIZE BOTTOM FLANGE , <br /> TWO ANCHORS FOR UP TO 140 MPH EXP B OR 120 MPH EXP C MU d = 32' AT POST 1 <br /> FOR 20 PSF LIVE LOADS AND HIGHER town a CMP <br /> TWO ANCHORS FOR WINDS UP TO 140 MPH EXP C <br /> I STEEL POST DETAIL MU93 Cheek A~ CMP <br /> CONNECTION OF 3' POSTS TO FASCIA OR 4' I BEAM AND SLAB/FOOTINGI-BEAM CONNECTION ALUM POST DETAIL MU50 °°a <br /> SINGLE SPAN ATTACHED UNITS ONLY OR MU96 ..lf1.m+ <br /> CMUSA07.DWG <br /> I NTS PEW d l <br /> Ppm.Aaon <br /> nna!MI PCR 1 SiRR 15 IR(_) 1/9A/2017 Page 40 of 88 / j `' <br /> .../ <br />