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<br /> (N)-PLATE
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<br /> 3/8x6x9
<br /> 1/4 1" (E)-20 GA, METAL -(E)-FLR JOIST IE) CONN PLATES J
<br /> FLOOR DECK (E)-BM BOLT & BOLTS TO BE
<br /> I I HOLES 1/4 V<
<br /> REMOVED
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<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
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<br /> �' LOCATIONS W14x22t/ \ �47, _
<br /> EMB MAX
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<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
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<br /> 3 112„ (2)-5/8°0 EPDXY ANCHORS /// 0
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<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 ;
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<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
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<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 />
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