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8 7 6 5 4 3 2 1 <br />D D <br />C C <br />B B <br />A A <br />8 7 6 5 4 3 2 1 <br />41/2" {4} 1/2" o A325 BOLTS <br />NOTE: <br />METAL ROOF DECK, <br />HSS2-1/2X2-1/2X1/4x1'-0" <br />J.1 <br />COL. <br />1 - 4 <br />_ BE <br />NOTCH 1/2 STEEL � Q 6 v2° � AM SEE PLAN <br />{LG} @ CENTER OF BEAM SEE PLAN <br />L4x4x3/$x0'-8" <br />PLATE AROUND MIN. v <br />3/16 <br />� <br />WELDED TO COL. � <br />1 1/2" 61/2" 61i2" 1 1/2"" <br />MOMENT PLATE �� I o *1 IV CL COL. & BM. <br />CONNECTIONS. 11--'� I ° <br />PL3/8"x1'-d" <br />i 6" FIELD CUT TO MATCH <br />T/JST & B/DECK <br />� SEE ELEVATION <br />I I MIN. EXIST. CO�. SL PE <br />I = <br />1/2" THK. PLATE @TOP <br />� COL. <br />3 SIDES <br />I <br />COL. SEE PLAN & BM. <br />&BOTTOM. FLANGE <br />1/4 <br />TOP VIEW <br />3 SIDES 3/16 <br />1/2" BASE PL <br />o <br />FOR INFO NOT NOTED 1/2"" <br />w/4 -HILTI 5l8"DIA. -�-----i---- - <br />COL. TYP. T & B. <br />r� <br />SEE SECTION A41S-522 CLR. I I I <br />I_- <br />KWIK BOLT w/31/8"" <br />� 3/16 3-SIDES <br />� <br />MIN. EMBED �, __ ________ <br />1/2" PLATE <br />WF BEAM, SEE PLAN <br />WF BEAM, SEE PLAN o <br />i I � <br />TOP &BOTTOM <br />I <br />N <br />HSS COL FOR 3/16 <br />I <br />TYP 3/16 � I <br />AISC SINGLE SHEAR CONN. <br />0'-10" (LG) L5X3-1/2X3/8 <br />3 OI <br />� I <br />316 TYP <br />PLATFORM <br />W/ (3)- 3/4" o A325 BOLTS 5 3/4° L8X8X1/2 0'-10"LG <br />I i I i <br />Il- <br />i BEAM, SEE PLAN <br />COL., SEE PLAN <br />I I <br />3f16 <br />WF BEAM, SEE PLAN COLUMN BEYOND, <br />FRONT VIEW <br />SEE PLAN <br />6" 3'- 4" (3'-0 <br />