Laserfiche WebLink
SEE TABLE 4.20 <br /> RF OR EXTRUDED FASCIA <br /> {---3.:87 SEE TABLE 4.20 Revisions <br /> . 1 „///''''\\1 <br /> 0.105 EIGHT #14 SMS OR <br /> THREEIn ' BOLTS W/ 1 WASHERS ' <br /> -, si <br /> 1 <br /> cg <br /> MAX WIND LOAD IS 115 MPH mIn <br /> co m EXPOSURE B ROOF PAN <br /> 0.070 C <br /> A141111111111111* Zr <br /> .II II. 11.5' ii ii C� TWO 3/8' BOLTS �. } <br /> iI I1 '" j ta__ W/ 1' STEEL WASHER �..1J <br /> MAXIMUM FOOTING (11-) <br /> 3.062 EIGHT #14 SMS/SDS �I I BEAM SIZE FOR THIS ' <br /> EIGHT #8 SMS DETAIL IS d=36' , " <br /> 3' ALUM (t=0.040' 0.032'X1.5'X1.5' OR r N <br /> F- <br /> 0.060'X1.5'X1.5' <br /> MINIMUM) OR STEEL ALUM TWIN POST UJ c D>- <br /> POST A 3 <br /> 6' OR 9' EIGHT #14' SMS r) d= <br /> ® SAMSON BEAMII 111 <br /> J <br /> (ALUM. 6063-T6) !. o <br /> 1111_ 1111 l Jam, , <br /> DETAIL MU81 ""+l j1"" '~ <br /> STAIN ESS OR STEEL GALVANIZEDANCH❑R ICCR C ' MU I I � z¢z o <br /> ESR 1917) W/ 2' EMBED AND 1' 100 !U►.• •nil! STEEL POST OR i <br /> WASHER OR EQUIVALENT 1 t=0.120 606316 L..._I ¢ Y M <br /> HEAVY DUTY BRACKET ,/ `"w in ix st� <br /> EIGHT #8 SMS moi,, mmmw ALUM OR STEEL ALUMINUM POST Lw„j CI V) <br /> _�' �I♦ .0625 ,. ce cia <br /> FASCIA OR 4' I BEAM 111.111 �: \ANAL ; ce in J'" <br /> I I Mu ALUM. ALLOY 6061 T-6 SSS �0/ M <br /> CI <br /> 101 I—BEAM WITH BRACKET Q. <br /> �`GEIV "'?' = w�=" <br /> =2' 5' <br /> YP, POST CONNECTIONS AND SCROLL POST DETAIL P-11 '14 <br /> --j' - SINGLE SPAN ATTACHED UNITS ONLY 4, <br /> MAXIMUM FO❑TING SIZE IS d=25' N ��; , PUN./I <br /> ;il II; a C. ;A. f <br /> TWO j'BOLTS FOR SLAB ATTACH SEE TABLE 4.20 9rF �� �pQ" ���,�� ' <br /> AND FOOTINGS UP TO 2924' n 1 ' ,' ` Vit, '3 <br /> FOUR BOLTS FOR d=29' ,'F� .. / _ , <br /> 3' POST lir <br /> FOUR it STE 2 BO • ,gf <br /> FOR 10' I BE'IMS 4,�35660.0 <br /> FOUR ' STE 31 B❑ T' s rr lE `,\. <br /> FOR ALL DTH - I :E•MS Iry <br /> ' 4.4 <br /> SioNA1.G <br /> ALUMINUM BRACKET DETAILSEE TABLE 4,19 OR 4,20 <br /> • <br /> EIGHT #14 SMS OR SDS FOR i�l <br /> d=25' TOP OR BOTTOM MU82 OR 'U' BRACKET MU84 -Image' — <br /> E° . <br /> CONNECTION <br /> ----„J MU82 <br /> � � � / <br /> l \�II' FOUR 1/4' BOLTS w/ 2' MIN co AG1 •E•'/pM oU ,lia!! 0 0,050,X5/8' STEEL WASHERS e 2,y, <br /> 102 — M 3.5X3 I <br /> a a 725.:OP c' <br /> WI I BEAM BRACKET iIUul'um Feb 14 2017 <br /> FOUR 3/8' BOLTS ri OR.GON , <br /> r.-64.!:.-111 <br /> ��l Ci< 0(` Cart Putnam, P.E. <br /> ' STAINLESS ❑R �'� GALVANIZED STEEL ANCHOR (ICC ESR 1917) !luu mn Haiti -, C� a 1 2 �� 3441 IVYLINK PLACE <br /> W/ 2' EMBED AND 1' WASHER FOR FOOTINGS UP TO 25' IL 1I 0.040"x3"x3" LOCKSEAM ' PUSN LYNCHBURG, VA 24503 <br /> ATTACHMENT TO 4' CONCRETE SLAB <br /> Utlttlllll Mil DETAIL MU89 CUT PORTION OF CARLPUTNAM@COMCAST.NET <br /> FOR 10 PSF LIVE LOADS MAX F❑❑TING SIZE BOTTOM FLANGE <br /> TWO ANCHORS FOR UP TO 140 MPH EXP B OR 120. MPH EXP C MU d = 32' AT POST EXPIRES:DEC 31,2018 <br /> FOR 20 PSF LIVE LOADS AND HIGHER 103 <br /> TWO ANCHORS FOR WINDS UP 10. 140 MPH EXP C /Drawn CMP \ <br /> I STEEL POST DETAIL MU93 check By CMP <br /> C❑NNECTI❑N OF 3" POSTS TO FASCIA OR 4" I BEAM AND SLAB/F❑❑TING I-BEAM CONNECTION ALUM POST DETAIL MU50 Date <br /> SINGLE SPAN ATTACHED UNITS ONLY OR MU96 Filename <br /> MUSA07.DWG <br /> Scale Page/ <br /> Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 40 of 98 � NTS , <br />