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F�, <br /> ,) -,,- ft-- w <br /> r <br /> I I <br /> PLATE 3/8x4x10 �jg r' <br /> .4111 r'l <br /> cn <br /> i i <br /> ! 1/8x1-1/2" Vil <br /> 1 @24"o!c 4- 4- 4- 4 - 1 - -' -- 4 � o <br /> L-- - <br /> r, �. ,, ,,, (N)-W14x22- 111"1., ) N <br /> J ic N <br /> � 1111, ca r- <br /> (E)-W12 BEAM -II E-W12x45 ` <br /> - (N)-ANGLE BRACE O (E)-W12x35 (E)-W12x45 M E <br /> IN)-W14x22 1-1!2x1-1/2x1!8 AT (E)-W12x35 <br /> ® (N)-W14x22 PLATE 1/2x5x10 CENTER OF COLUMN <br /> S t0 <br /> w!(4)-5/8"m BOLTS N-W14x22 , Q. 8 <br /> 1/4 I AT 2-3/4" GA 1/4 / , 1 COL��TOSBE Z2 <br /> V 1 AND 7"o/c <br /> 3/16-17-‹ REMOVED (� <br /> U) al i 11 <br /> (N)-HSS 4x4 NEW BM SUPPORT0 '' <br /> COLUMN ��� COLUMN REMOVAL Z �Z <br /> 1DETAIL... DETAIL. DETAIL2 M �z <br /> 2 3 DETAIL. 4 ,• W ® Wf� <br /> S4 SCALE 1-1/2"=1'-0" S4 SCALE 1-1/2"=1'-O' S4 SCALE 1-1/2"=1'-O' S41-1/2".V-0" p Q <br /> SCALE _ <br /> .� .L N <br /> M r <br /> r a. <br /> �> PAF @ 24"o/c - METAL STUD <br /> (E) 8 THICK CMU WALL. WALL TO REMAIN 1��to <br /> VERIFY WALL IS SOLID {E)-FLOOR (N)-FLOOR CONTINUOUS 16GA _ ` (E)-FLOOR SLAB -- (N)-FLOOR /- (E)-FLOOR (N)-16GA (N)-FLOOR (E) COMP. FLR SLAB. t, �����'KO <br /> 3 112„ 112„ GROUTED AT (N) ANCHOR SLAB SLAB CLOSURE ANGLE / SLAB / SLAB CLOSURE SLAB pa vF w�sy, '1 <br /> ,, :, . <br /> �' LOCATIONS W14x22t/ \ �47, _ <br /> EMB MAX <br /> 1111 ...r: - 'r' <br /> „ 11:11 _ <br /> ;.:,H, <br /> 111 �:,,,: ,..,.... <br /> 4 <br /> . <br /> i„ ,.„ <br /> r <br /> ro, <br /> _ a <br /> .::;.. r a.."�> d''''''' <br /> ,, ... L� ,a..; 1111..:� 111.. _... _....__..._. �,a..�..� d i. <br /> 7 <br /> IIMIN <br /> i <br /> -... . f \4141.,S <br /> - <br /> ANGLE 4x3x1/4x9" w/ (2)-3/4"0 <br /> C___ EPDXY ANCHORS @ 6 o/c SET in r 111 <br /> 2 14 2-5/S"m BOLTS (2)-5/8"� BOLTS / 1 11" \___- s���NAI E�� <br /> I J 4 {N)-METAL FLOOR (NC-METAL FLOOR <br /> 1-1/2' IN FROM EDGE OF 4" / '/ 3/16"mx1-1/2" ROUND <br /> DECK TO BEAR ON HEAD POWERS DRIVE )_ <br /> LEG OF ANGLE, TYP EA SIDE DECK TO BEAR ON <br /> I OF W14 WEB 'y 1111 (E)BM TOP FLANGE PRE-EXPANDED (N) 16GA CLOSURE _ ` �� ' <br /> E---44 <br /> __ F.,--__; 5/8 mx3 LAG BOLTS @ <br /> \T. B. & SIDEANk <br /> _ ANCHOR @ 16"o/c '-�, ���� u <br /> (N)-ANGLE ‘\-- (N)-W6x9 (N)-W6x97 31" ., 18 o/c T. & B. <br /> 3/161/ 3x3x3/16x6 (NC-ANGLE 3x3x3/16x6- 2 <br /> liEMBEDir <br /> (E)-GL BM TO REMAIN z <br /> 3 112„ (2)-5/8°0 EPDXY ANCHORS /// 0 <br /> PLATE 1/2x5x5 TOP & 1/4 @ 3-1/2"o/c _ <br /> [-__ BOT w/ (2)-3/4"0 BOLTS. -- - <br /> (E)-W12x22 (E) 8" THICK CMU WALL. `, Ir 1 <br /> co <br /> 3116 VERIFY WALL IS SOLID <br /> GROUTED AT (N) ANCHOR / CONTINUOUS <br /> LOCATIONS C) ETAIL <br /> (N)-MC12x20.7 t <br /> C5x6,7 w/ 3/4"a�EPDXY 6C) ETAIL. ETAIL. 8 ANCHORS @ 24 o/c MAX 79 TAIL 10 DETAIL 1 <br /> C_- 94 SCALE 1-1/2"=1'-0" S4 SCALE 1-1/2"=1'-0" S4 SCALE 1-1/2"=1'-O" S41-1/2".V-0" Z ® '" <br /> SCALE S4 SCALE 1-1/2"=1'-0" ® 0 171t <br /> BOT PLATE TO BEAR ON EXISTING <br /> _..1 FTG w/ (2)-3/4"0 EPDXY ANCHORS C <br /> w/ 3-1/2" EMB. 0 0 cc <br /> 11 <br /> R 1- W <br /> TOP OF (E) FTG �, W <br /> CO <br /> tt ?' <br /> W J <br /> co Q w <br /> T I L. (E) METAL STUD <br /> 5 W <br /> CC 0 <br /> WALL TO REMAIN 0 <br /> 94 SCALE 1-1/2"=1'-0" <br /> 'li (E) COMP. FLR SLAB, CC <br /> Lii <br /> 7" VERIFY W <br /> (E) COMP. FLR '� <br /> ♦ ` ti <br /> / p <br /> (N)-HSS COLUMN 07) <br /> SLAB. 40 <br /> • <br /> (E) CONN PLATES ``''' lia <br /> Q'(/ TO REMAIN ; <br /> , <br /> N. / i, r� <br /> j <br /> - <br /> -------------1---- <br /> d< <br /> 0) <br /> P <br /> TYP I ( <br /> 1/4 -L---11 i , <br /> TYI>3/16/ 1 3/16[� <br /> ,. (E)-GL BM TO REMAIN FIN FLR <br /> trr! <br /> (2)-1/4" THICK- u-1 -' <br /> STIFF PLATE > > Q <br /> ® @ 4"o/c, _ <br /> ALIGN WITH I I \ o 1" THICK x 9"SQ <br /> TYP> - \-- <br /> / A. PLATE1-1/2 0 ( ! COLUMN CONTINUOUS �;id ,�,1 II (E)-BASE PLATE <br /> PLUG WELD (N)-MC12x20,7 1AA <br /> � �� ..2 �" TOP OF FTG 4 <br /> � (E)-W12 BM TO REMAIN , <br /> ,, <br /> 01110 <br /> �'� - �� <br /> PLATE 1/2x3x10 wl�� `� <br /> BASE PLATE SEE X/S4 I I i I EXPANSIVE GROUT, V <br /> CONTINUOUS12x20,7 j_ PORTION OF (E)5 HSS (2)-3/4 m BOLTS @7 o/c y jj <br /> iI CC <br /> f'c=6000PSI1/4 > LEVELING NUT AND ► IHSS 4x3 HEAVY WASHER <br /> COL TO REMAIN <br /> TORQUE NUTS <br /> STEEL PLATE / \ - --()I --- -- ;� _3/4"m x 12" ANCHOR <br /> SHIM 13" TALL x (N) HSS 4x3x1/4 PRELOAD COL MN, <br /> 5" WIDE T. & B. <br /> \PORTION OF (E)-5" HSS BOLTS @ 6-1/2"o/c. <br /> 3/4"OEPDXY ANCHOR <br /> AS REQUIRED COL TO BE REMOVED �- w/6" EMBEDMENT INTO <br /> THE (E)-FTG SHEET: <br /> 11 rDETAIL 12 DETAIL_ 13 BASE PLATE DETAIL @ EXIST FTG. 14 TYP BASE PLATE DETAIL S4S41-1/2".11-0" S41-1/2".1i-0" <br /> SCALE SCALE S43".11-0" S4 SCALE 1-1/2"=1'-0" <br /> SCALE K-10-033 <br /> 6816 Evergreen Way B1106-0'19 <br />