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SEE TABLE 4.20 <br /> RF OR EXTRUDED FASCIA <br /> 3,287 SEE TABLE 4.20 Revisionssou <br /> .0105 EIGHT #14 SMS OR <br /> N THREE i' BOLTS W/ 1' WASHERS1 <br /> cn c•i CO CT <br /> EXPOSURE Bco <br /> MAX WIND LOAD IS 115 MPH ROOFeibir PAN _ _ <br /> In o <br /> in o U) <br /> 0.070 <br /> .II II. o <br /> le n TWO 3/8' B❑LTS <br /> o <br /> inI 1.5' I :1H <br /> W/ 1' STEEL WASHER <br /> II I• '" 1 METALS <br /> L� T <br /> MAXIMUM FOOTING - 1 E 1 1 t, L S <br /> 3.062 ' EIGHT #14 SMS/SDS ,\ I BEAM SIZE FOR THIS <br /> EIGHT #8 SMS DETAIL IS d=34' ( bMA <br /> SS\ /{/ <br /> 3' ALUM (t=0.040' 0,060'X1,5'X1.5' OR ENMINIMUM) OR STEEL ALUM TWIN POST �1) r <br /> POST 3 <br /> 6' OR 9' EIGHT #14 SMS P-11214 <br /> ® SAMSON BEAM - _ >, o -I <br /> (ALUM, 6063-T6) .. <br /> _ <br /> QPM' ceo <br /> 'ill iiil I 6'-q.�OF <br /> T�. <br /> ID <br /> y .- <br /> Al <br /> DETAIL MU81 ■'■■;Ip... .� ■"' z <br /> i' OR �'# GALVANIZED OR <br /> STAINLESS STEEL ANCHOR (ICC MU ijd■• •.I STEEL P❑ST ❑ `' ' Pt T,'I,I, -I<Z <br /> ESR 1917) W/ 2' EMBED AND 1' 100 v,:\Q- �,a d. <br /> WASHER OR EQUIVALENT %ilk HEAVY DUTY BRACKET - t=0.120' 6063T ,% ,\: ''i; D w I <br /> CI <br /> EIGHT #8 SMs _1 , ALUM OR STEEL ALUMINUM POST rr. as j o <br /> I' �� .0625' i% tit <br /> 2 I Ln MI_ <br /> in <br /> FASCIA OR 4' I BEAM �� �' MU ALUM. ALLOY 6061 T-6 r �r c �I-o o") <br /> II 101 I-BEAM WITH BRACKET --,. .4 60tc, • C)0 I <br /> y , POST CONNECTIONS AND SCROLL POST DETAIL <br /> _ SINGLE SPAN ATTACHED UNITS ONLY <br /> �'.' I <br /> MAXIMUM FOOTING SIZE IS d=24' ��ED 'R�FFs <br /> TWO 3/8' BOLTS W/ II �'V <br /> 1' STEEL WASHER All SEE TABLE 4.20 ` °N' �NEF"• <br /> OR EIGHT #14 SMS y <br /> SEVEN �' BOLTS FOR 10' I BEAM 7'5:•PE r <br /> W/ FULL SPLICES <br /> 3' POST lif lik 1 <br /> Iwo "' FIVE h' BOLTS FOR 7'X5,5' I BEAM <br /> W/ FULL SPLICES <br /> • <br /> FOUR 1/2' BOLTS FOR 10' I BEAMS \ v •'EGON <br /> ALL OTHER I BEAMS USE "(Y 31 2p0 <br /> ALUMINUM BRACKET DETAIL SEE TABLE 4.19 OR 4.20 I� FOUR 3/8'B❑LTS C9AC <br /> EIGHT #14 SMS OR SDS FOR MU82 OR 'U' BRACKET MU84 •11; PUS <br /> d=25' TOP ❑R BOTTOMm l <br /> CONNECTION1111M1 - <br /> i\`�I' FOUR 1/4' BOLTS w/ 2' MIN 00ESSfov EXPIRES:0 C 31, 2016 <br /> ' 'II - <br /> II - o0 0.050'X5/8' STEEL WASHERS <br /> ,�I m 3.5'X3' I g cP lrit FEB 02 2016 <br /> i�Umvm '/ A <br /> I BEAM BRACKET b�8 <br /> ._ <br /> I� rG"� FOUR 3/8' BOLTS r� * l6-30-2015' <br /> .•. .,�I' �JJLIL, J' CIVI� �P Carl Putnam, P.E. <br /> login IIUIIIIII■ -- -- 3441 IVYLINK PLACE <br /> d' STAINLESS OR b'� GALVANIZED STEEL ANCH❑R (ICC ESR 1917) 'qT p� <br /> W/ 2' EMBED AND 1' WASHER FOR FOOTINGS UP TO 25' �� 110.040 x3 x3 LOCKSEAM \ FOFCALIF LYNCHBURG, VA 24503 <br /> ATTACHMENT TO 4' CONCRETE SLAB !MUM illnnnli DETAIL MU89 I CUT PORTION OF CARLPUTNAMeCOMCAST.NET <br /> II <br /> FOR 10 PSF LIVE LOADS MAX F❑❑TING SIZE BOTTOM FLANGE FEB 24 2014 <br /> TWO ANCHORS FOR UP TO 140 MPH EXP B OR 120 MPH EXP C d = 32' AT POST <br /> FOR 20 PSF LIVE LOADS AND HIGHER <br /> TWO ANCHORS FOR WINDS UP TO 140 MPH EXP C �o,a.}, CMP \ <br /> Chock By <br /> STEEL POST DETAIL MU93 CMP <br /> CONNECTION OF 3' POSTS TO FASCIA OR 4' I BEAM AND SLAB/F❑❑TING Mur_BceM r❑NPlECTION ALUM POST DETAIL MU50 MsSINGLE SPAN ATTACHED UNITS ONLY 04 OR MU96 Rename <br /> MUSA07.DWG <br /> Scale <br /> NTS Page , J/ J <br /> ICC ESR 1953(2012 IBC)2/24/2014 Page 31 of 106 <br /> :1///q_ C)f <br />