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4 <br />S <br />S <br />TYP. <br />DETAIL <br />SCALE: 3"=V-0" <br />TYP. <br />DETAIL <br />SCALE: 3"=1'-0" <br />18'-6 1 /4" <br />rim <br />r=ao <br />O <br />O <br />O <br />14�� <br />Wk <br />SHIP WITH TEI <br />A325 HEAVY I- <br />I�716" W r� W14x22x1T-016" I f 22' <br />- 17'-10" <br />DETAIL STEEL BEAM SB-B-2,5 <br />4 <br />S <br />S <br />TYP. <br />DETAIL <br />SCALE: 3"=V-0" <br />q" <br />SHIP WITH TEN 5/8x2" <br />A325 HEAVY HEX BOLTS <br />14 <br />18'-6 1 /4" <br />T.O.B. <br />5$" <br />14 37 <br />N� <br />r�� I <br />r�eim <br />relax <br />relm I I P�Ico <br />chi ^M <br />71 " W14x22x2O'-316 3$" <br />21'-2 z" <br />DETAIL STEEL BEAM SB-E-2,5 <br />Lo <br />m O <br />(o_ rn rn <br />(h M m <br />aLL0 <br />2 <br />O <br />cj U <br />> O <br />m Z <br />2 W <br />(n N Z <br />Z) <br />ca <br />C7 <br />co W <br />11 J <br />W <br />00 <br />Q ate. <br />C) <br />L� <br />®®®®m111II##list® <br />x�, <br />v� O O•�' <br />co <br />0 <br />....... • �C ®® It <br />Lu <br />,tie <br />'��l1memmmm pm���b�4 O <br />LL J () w ❑ Q' <br />O Q Z Z O J Q ❑ <br />� LL W 0 z< < w J <br />m J W� W d �_ O w 2 pp <br />wmw WM ("D~F-W <br />0>0QZ�W <br />OQg(A=ZEp(6U)LL <br />F- W�MWwoH�WO <br />m p <br />Q(7VIw—w�LL WZ'i� <br />} w U) C) O w W w m <br />❑ 2 <br />LLowzcr WWU)Z <br />—2O p� O w <br />w <br />F— <br />BENT PL 14 ga <br />x 7 s x 11'-3 4' <br />CUT LENGTH <br />Z <br />r <br />04 <br />CI) <br />� <br />L6 <br />csj <br />I,_: <br />� <br />E 5 <br />1V-8 5/8" <br />6 r�� @CENTER <br />1V-7 1/4° <br />T.O.B. <br />1/8 x1 @ 12 <br />BOTH SIDES <br />NP' <br />TYP. BOTH ENDS <br />___ _ __. <br />s _.._. w : __..._.. _._...__.__. _._.__ _._. _. ,_._ ._.—.._.___,—, _ .__,___......... _ _ _.. <br />-----•-----------�----- <br />_ <br />W_ .._,.. w .._ __ _.__._.._._.._.._ - --- <br />—Y <br />SHIP WITH TEN 5/8x2" <br />A325 HEAVY HEX BOLTS <br />55" <br />— 38" <br />14 <br />ails <br />N <br />I — <br />W14x22x21'-1016' — <br />22'-9 z" <br />DETAIL STEEL BEAM SB-E-5,6 <br />14' <br />HSS 4x4x16 x 1 V-3 8" <br />CUTLENGTH <br />DETAIL <br />SCALE: 3"=V-0" <br />SET THREADED ROD <br />INTO SET 22 EPDXY. <br />5/8-11 x 4" ATR <br />CENTERED <br />SIDE PORCH OVERHANG FRAME <br />'-4„ <br />fH ENDS <br />TYP. <br />cy— <br />Ld <br />D <br />® <br />Epp® <br />Y <br />QQ <br />en <br />L • " <br />6{� <br />0 <br />w <br />0 <br />LL <br />W <br />J <br />W <br />O <br />> <br />o <br />o- <br />m <br />co <br />N <br />JOB NO. E19-751 <br />DATE 02/04/2020 <br />DRAWN SLC <br />DESIGN JWB <br />STEEL DETAILS <br />FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. <br />S4.5 <br />