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111401191111100 <br />L_ <br />2" MIN. <br />LIGHT WEIGHT TOPPING—J EX. CONC. SLAU—� <br />SLAB; THICKNESS TO BE <br />VERIFIED (2" ASSUMED) <br />EX. CONC. COLUMN <br />MAX. HEIGHT = 15'—O"-p MAX. COLUMN <br />SPACING=20'—O" IN EACH DIRECTION. <br />M1-4 CONN. <br />SCALE: 3/4"=V-0" <br />)/2" <br />3/ 6 <br />3/16 <br />SHEAR <br />TAB <br />Y2" THK <br />A36 <br />STIFFENER PLATE; <br />ALIGN w/ SHEAR <br />TAB <br />TOP & <br />BOTT. CLIP <br />V6&5 TO MI&2 CONN, <br />SCALE: 3/4"=V_0" <br />BEAM PER <br />PLAN (TYP,) <br />TOP & BOTT. CLIP—/ \—BEAM PER <br />PLAN (TYP,) <br />M M7 & M11 TO MI&3 CONN. <br />SCALE: Z/A"=V-0" <br />BEAM PER PLAN (TYP,) <br />3yl6 <br />36 <br />Y2" THK A36 STIFFENER <br />PLATE; SKEW=45® <br />Y2" THK A36 PLATE w/ <br />(2) 1316"0 BOLT HOLES; <br />SKEW=45® <br />SCALE: 3/4"=V_099 <br />HSS POST PER PLAN <br />SECURE BM, TO SHEAR TAB w/ (4) <br />—SECURE <br />A325 BOLTS, NUTS, & WASHERS <br />(8) 1 "0 F1554 Gr. 36 THROUGH BOLT <br />qF('l 1RF ARCS\/F w / WAgHFR k nni IRI F NII IT <br />THREE <br />SIDES <br />TYP. <br />TOP VIEW <br />SECURE•` & BOTT. <br />CLIP <br />3/4"0 A,325 BOLTS, <br />WASHERS <br />TOP OF <br />TORCHED DOWN <br />ROOF <br />1$9 <br />98 _ <br />2 �154" (TYP,) <br />® SHEAR TAU: <br />PL11Y2x4x)/2" w/ (4) <br />399 13/16"0 BOLT HOLES <br />BEAM PER <br />PLAN (TYP.) <br />3" CHAMFER @ <br />FLANGE TO FIT <br />.E) <br />TOP & BOTT CLIP: <br />SECURED TO BM. <br />FLANGE w/ (2) %"0 <br />A325 BOLTS, NUTS, & <br />/—WASHERS (TYP,) <br />3"( TYP, ) <br />\-HSS POST PER PLAN <br />BM TO POST CONN. — TOP VIEW <br />Y2" <br />TOP & BOTT. CLIP: <br />PL8x7x3/8" A36 w/ (2) <br />1 x1�/16" BOLT HOLE <br />i/4 <br />TOP & BOTT, CLIP <br />SECURE TOP <br />& BOTT. CLIP <br />TO BM. w/ 1 " <br />(2) 3/4"0 A325 „ 1/2 <br />BOLTS, NUTS, 1 TOP & BOTT, CLIP: <br />& WASHERS PL12x5x3/6" A36 w/ (2) <br />1 x1�/16" BOLT HOLE <br />Kcm��*lwmmll <br />3" <br />(TYP.) <br />14" (TYP.; <br />TOP & BOTT CLIP: <br />L3x4x3/8 x8" LG. A36 <br />w/ (2) 13/16x1 " BOLT <br />HOLES <br />1Y2" (TYP.) ®J <br />TOP & BOTT CLIP — TOP VIEW <br />3" MIN. <br />�5" MAX. (TYP.) <br />8 p <br />1 ®4" MIN. ,___�__.._.__��_._._____ .�___s_�,,i </6 TYP. <br />1'-6" MAX, I 3j6 <br />(TYP.) <br />0 PL8x8xY2" A36 <br />! GUSSET @ EA. <br />s SIDE OF POST <br />q H9 <br />4"TI F <br />T <br />\—PL42x42x1Y2" A36 BASEPLATE w/ (8) <br />1699O ANCHOR BOLT HOLES; CENTER <br />OVER EX. CONC. COLUMN <br />BASEPLATE — TOP VIEW <br />2" <br />(TYP.) <br />Y2" THK A36 <br />PLATE w/ <br />13/6990 R/2" (TYP.) <br />) <br />BOA) THOLES <br />SHEAR TAB <br />—1499 <br />399 4" <br />(TYP.) <br />1 2" <br />F( TYP. ) <br />Y2" THK A36 <br />PLATE w/ <br />13/16790 R1 99 \ <br />BOLT) HOLES /2 TYP) <br />. <br />SHEAR TAU <br />ft <br />�0 <br />O <br />Ln <br />N <br />Ln <br />c� <br />j <br />V <br />Lu <br />75 <br />C <br />o� <br />WWI <br />• <br />01 I N <br />Lu <br />o <br />O <br />Q <br />Lu <br />STRUCTURAL <br />DETAILS <br />S-4.0 <br />