ic3d example dwgs
TRANSCRIPT
QTY. SITE BOLTS LENGTH
3/4"Ø A325N4 1 3/4"
3/4"Ø A325N4 2"
GRID LOC REF DWGQTY
4-/A.5-A E11
A ISSUED FOR APPROVAL 17/07/14 BW
REV DESCRIPTION DATE BY
ONE - STAIR - S1CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CARBON STEEL BUILDINGS
BW 15/07/14
CENTRAL WATER PROJECT
S1
CHECKED BY:DATE: (D/M/Y)
REV#
AHOLES: 13/16" Ø U.N.O.
PAINT: 1 CT GREY PRIMER JOB#
14-0120
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH (mm) WT. (KG) REMARKS MATL ABM#
S1 1
S1 1 C250X23 3543 81 300W
0STAIR
L5 1 C250X23 3716 85 300W
L6 1 C250X23 930 21 300W
L7 1 C250X23 294 7 300W
L8 1 C250X23 294 7 300W
L14 1 L76X76X9.5 893 10 300W
L16 1 L127X127X7.9 1028 16 300W
L20 1 L102X76X9.5 245 3 300W
L21 1 L102X76X9.5 245 3 300W
L23 1 L102X76X9.5 350 4 300W
L25 1 L76X51X6.4 1016 6 300W
L26 1 L127X76X9.5 178 3 CUT 76 LEG 300W
P6 1 PL8X59 144 1 350W
P8 9 PL4X525 1028 165 BENT 300W
P9 1 PL4X197 1028 7 BENT 300W
P11 1 PL4X238 1028 8 BENT 300W
6 3/4"Ø A325N BOLT 44 0 Workshop
TOTAL WEIGHT THIS DRAWING 428
72
60
195
7610
427
0 L25
6PP
3
3 25@200
(3) X 1 34/ " A325NIN L L20 & L21
L26
L21
L8
P11
P9
L16
L14
L6
L5
P8
P8
P8
P8
P8
P8
P8
P8
P8
A - A
213
73.5
16.5
°
250
75
163
893
930
895
2224
2525
102
76
137
155
9@18
0=16
2119
4
319
319
0
333
652
333
985
333
1318
333
1651
333
1984
333
2317
333
2650
333
2983
333
3316
400
3716
3716
287
3062 855
255 9@280=2520 1143
3918
FULL STRENGTHWELD
66
33°
PP
845°
6PP
860°
PP
161
32.5°
250
647080
133
37 91
25
294
299
29
180
38
180
75
35
59
2866 122
45
45
101
610
166
1028
E E
L25
C
C
B B
A A
L5 L6L14
L16
L23P6
P9
P11
L8
L21
L7
L20
L26
S1
9- P8
44
659
35
35 37
255 2520 1143
893 101
41
2816 1101
D
D
6 80@3006 80@300
150 @ ENDS
76
825
2
324
136
3543
91
3407
289@
180=
1621
194
6
6
L7
P11
P9
P6
L23
L16
P8
P8
P8
P8
P8
P8
P8
P8
P8
B - B
2517
289
195
72
7610
427
0
144
8
161
26
163
319
319
0
333
652
333
985
333
1318
333
1651
333
1984
333
2317
333
2650
333
2983
333
3316
255 9@280=2520 90
2816 49
2873
2865 8
60
663 SIDES
66
L25
3 X (x) SLOTSIN L L20 & L21
S1
L20
161
32.5°
250
25
44
44 610
166
89 83
32
73 89 83
32
270
270
5L21 - L25
5L20 - L25
6 L21 - L25
6 L21 - L25
SHOP NOTESHOP WELD L25 ONLY TO L20 & L21AS SHOWN
2 X (x) SLOTS
2 X (x) SLOTS
L25
S1
L20
L7
L21
L8
P11
L5
C - C
127
239
644
8 144
260
28 324 76
288
2 X (x) SLOTSS1
P9
P6L23
L16
P8
D - D
238 10 SHOP NOTEDO NOT WELD P11 TO L25
L25
P11
P8
E - E
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CPI Construction Ltd.
BW 20/12/13
EDCON Power Tongs
E1
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: CISC/CPMA 1-73A GREY PRIMER JOB#
1166
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 13/03/14 BW
A ISSUED FOR APPROVAL 03/01/14 BW
REV DESCRIPTION DATE BY
ELEVATION VIEWSEE DWG E5
ROOF PLANSEE DWG E3
2ND FLOOR PLANSEE DWG E2
EDCON Power Tongs - ISOMETRIC VIEW(LOOKING NORTH-EAST)
STAIR #1SEE DWG E8
ELEVATION VIEWSEE DWG E5
ANCHOR BOLT PLAN SEE DWG EM1
MISC FRAMING BELOWSEE DWG E9
RTU FRAMESSEE DWG E11
ROOF HATCH LADDERSEE DWG E9
STAIR #2 & HANDRAILSEE DWG E7
STAIR #3 & HANDRAILSEE DWG E10
ELEVATION VIEWSEE DWG E4
TRANSFORMER ENCLOSURESEE DWG E12
STAIR #3 & HANDRAILSEE DWG E10
STAIR #2 & HANDRAILSEE DWG E7
ELEVATION VIEWSEE DWG E4
BOLLARDSSEE DWG E12
RTU FRAMESSEE DWG E11
MISC FRAMING BELOWSEE DWG E9 2ND FLOOR PLAN
SEE DWG E2
EDCON Power Tongs - ISOMETRIC VIEW
ELEVATION VIEWSEE DWG E6
(LOOKING SOUTH-WEST)
ROOF HATCH LADDERSEE DWG E9
STAIR #1SEE DWG E8
ROOF PLANSEE DWG E3
SHOP NOTE:GRIND SMOOTH ALL EXPOSED WELDS & EDGES
QTY. SITE BOLTS LENGTH
5/8"Ø WEDGE_ANC BOLT2 4"
3/4"Ø A325N BOLT2 2 1/2"
3/4"Ø A325N BOLT2 2"
GRID LOC REF DWGQTY
2.2/K-H E71
0 ISSUED TO SHOP 22/01/14 BW
A ISSUED FOR APPROVAL 03/01/14 BW
REV DESCRIPTION DATE BY
ONE - STAIR - S1CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CPI Construction Ltd.
BW 02/01/14
EDCON Power Tongs
S1
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO#
1166-1806
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
S1 1
S1 1 C310X31 11'-5 1/4" 238 300W
0STAIR
L79 1 C310X31 4'-0 3/16" 84 300W
L84 1 C310X31 11'-7 3/16" 242 300W
L86 20 L38X38X6.4 8" 31 300W
L88 1 L102X76X9.5 6 1/2" 5 300W
L89 1 L102X76X9.5 6 1/2" 5 300W
L92 2 L102X76X9.5 4" 6 300W
L94 1 L102X76X9.5 11 1/4" 8 300W
L97 1 L102X76X13 5 1/4" 5 300W
L118 1 L127X76X6.4 3'-2" 21 300W Z16
L140 1 L127X127X6.4 2'-10 15/16" 24 300W Z16
P80 2 PL1/4"X2 5/8" 5 9/16" 2 350W
P84 1 PL1/4"X2 5/8" 2 5/8" 0 350W
P85 1 PL1/4"X1 3/4" 2 5/8" 0 350W
P120 10 SHT8GAX21 3/16" 3'-2" 290 8GA SHEET 300W
P126 1 SHT8GAX7 1/16" 3'-2" 10 8GA SHEET 300W
6 STUD 1/2" DIA 8" 3
TOTAL WEIGHT THIS DRAWING 973
3'-10716/
2'-101516/
4'-0316/
13'-612/
3 x STUD_12/ X8
14/
3 SIDESB/S
A - A
51116/
43
16
/2
18/
59
16
/
6'-5
11'-51 4/
31 16/
511 16/
5 1116/
0
1'-015 16/
1'-6 58/
1'-015 16/
11'-3 116/
23 16/
11'-5 14/
14/ 9'-6116/
3 10@11=9'-2 1516/
11@
613
16
/=
6'-3
2
12/
6'-4
12/
L118
316/
14/3 SIDES
DET. A
316/ 3"@12316/ 3"@12
FULL STRENGTH
P126SHT8GA
10- P120 (N/S)
10- L86 (N/S)
316/ 2"@9
316/ 2
316/ 2
316/ 2
316/ 2RET @ ENDS
S1
L140
P80L92
L97
L79
1
613
16
/
21
8/
2
1
38/ 1158/
634/
2 1516/
4 316/
11 16/
613 16/
21
8/
218/ 8
2 716/
37 16/
3716/
7
39
16
/1
78/
2716/
3316/ 11'-11 2/
RD
1
117 16/
1'-015 16/
2'-7 916/ 1'-0
15 16/
3'-8 12/
1'-015 16/
4'-9 716/ 1'-0
15 16/
5'-10 38/
1'-015 16/
6'-11 516/ 1'-0
15 16/
8'-0 14/
1'-015 16/
9'-1 316/ 1'-0
15 16/
10'-2 18/
1
4
611
16
/
3
312/ 1'-2 1'-2
3716/
15.8
8°1
2
134/
3716/
65
8/
7
L89
L88
25
8/5
16
/5
16
/2
58/
21
16
/2
116
/
3'-2
B B
A A
P126SHT8GA
258/ 14/
25
8/5
16
/
17
8/2
18/
3 9'-2 1516/ 4'-0316/
3'-10716/ 134/
51116/ 2'-101516/
3'-2
7
4
3 9'-2 4
118/ 3'-1058/ 134/
9'-618/ 4'-038/
14/L118 B/E
316/P84
316/P86
L88
L89
1 x 1116/ "Ø
L92
L92
L140
L94
D
D
C C
P84
P85
L118
10- L86
10- L86
10- P120SHT8GA
258/ 14/
511 16/
5 1116/
0
1'-015 16/
1'-6 58/
1'-015 16/
11'-3 116/
41 8/
11'-7 316/
11@
613
16
/=
6'-3
2
9'-9
3 10@11=9'-2 4
12/
6'-4
14/
14/
37 16/
105 16/
23 8/
11'-73 16/
31 16/
117 16/
14/3 SIDES
10- L86 (F/S)
SHOP NOTE:SEE SECT A-A FORTYP DETAILS & DIM`SNOT SHOWN
P84
P85
L118
L92
P80
L94
L84
B - B
77
16
/31.81°
12
21
2/
9'-618/ 258/
1'-015 16/
2'-7 916/ 1'-0
15 16/
3'-8 12/
1'-015 16/
4'-9 716/ 1'-0
15 16/
5'-10 38/
1'-015 16/
6'-11 516/ 1'-0
15 16/
8'-0 14/
1'-015 16/
9'-1 316/ 1'-0
15 16/
10'-2 18/
1
91
2/
118/
7
314/
13
4/
61
2/1
4/
6'-5
43 16/
23 4/
21
4/
5
SHOP NOTE:NO PAINT INTERIOR FACES (TYP)
316/ 2"@9
P120
L118
C - C
51'-2
1'-2
111
16
/
2
3
214/
912/ 212/
7
3'-2
3 x STUD_12/ X8
L84
L79
L97
L94
P84
P85
L118
P120
S1
2 X (1316/ "x1") SLOTS
D - D
111
16
/3
916
/
2716/
51
2/
MA
INT
AIN
L97
L79
S1
14/38/
45°
G
PP
14/14/
DETAIL A
SHOP NOTE:PROVIDE 38/ DIA VENT HOLESIN ENDS OF HSS AS REQ'D
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT4 2 1/4"
GRID LOC REF DWGQTY
2.1/K E21
0 ISSUED TO SHOP 22/01/14 BW
A ISSUED FOR APPROVAL 03/01/14 BW
REV DESCRIPTION DATE BY
ONE - COLUMN FRAME - F2CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CPI Construction Ltd.
BW 23/12/13
EDCON Power Tongs
F2
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO#
1166-1806
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
F2 1
F2 1 HSS127X127X8.0 24'-8 7/8" 472 CS-1E 350W
0COLUMN FRAME
Z2
L9 1 L127X127X6.4 7'-6 1/4" 62 300W Z16
L27 1 L127X127X6.4 9 1/4" 6 300W Z16
L103 1 L76X76X9.5 5" 3 300W
L130 1 HSS127X127X8.0 24'-7 3/4" 470 CS-1E 350W Z23
L138 1 L127X127X6.4 6'-3" 52 300W Z16
L159 1 L76X76X6.4 5" 2 300W Z33
L228 1 W360X33 7'-7" 168 350W Z15
L230 1 W360X33 7'-7 3/16" 168 BEV CUT 2E 350W Z15
L239 1 HSS127X127X6.4 13'-6 5/16" 211 BEV CUT 2E 350W Z18
L240 1 HSS127X127X6.4 6'-8 1/16" 104 BEV CUT 2E 350W Z14
L245 1 HSS127X127X6.4 13'-1 7/16" 205 BEV CUT 2E 350W Z14
L254 1 HSS127X127X6.4 6'-7 7/16" 103 BEV CUT 2E 350W Z17
L255 1 HSS127X127X6.4 6'-1 7/8" 96 BEV CUT 2E 350W Z14
L256 1 HSS127X127X6.4 6'-6 13/16" 102 BEV CUT 2E 350W Z17
L259 4 HSS127X127X6.4 8 1/8" 42 350W Z30
L272 1 C310X31 8'-3" 172 300W Z13
L280 2 L152X102X13 7" 19 300W
L341 3 L102X76X9.5 7" 15 300W
L343 4 L102X76X9.5 9" 25 300W
L344 4 L102X76X9.5 9" 25 CUT 3" LEG 300W
L346 2 L102X76X9.5 1'-0" 17 300W
P4 2 PL3/4"X14" 1'-2" 83 350W
P23 1 PL3/8"X3 1/2" 6 1/4" 2 350W
P26 1 PL3/8"X3 1/2" 6 3/16" 2 350W
P37 2 PL3/8"X4 1/2" 4 1/2" 4 350W
P69 1 PL1/2"X9 3/4" 1'-5 5/16" 17 350W
P115 1 PL1/4"X4 3/4" 5" 2 350W
P134 4 PL3/8"X3 1/4" 5" 7 350W
P135 1 PL3/8"X4 1/2" 4 3/4" 2 350W
P136 1 PL3/8"X4 1/2" 5" 2 350W
P150 2 PL3/8"X4" 9 9/16" 6 350W
P158 4 PL3/8"X6" 6" 15 350W
P159 2 PL3/8"X6" 6 1/2" 8 350W
P166 1 PL1/2"X4" 1'-4 9/16" 9 350W
P172 2 PL3/8"X4 1/2" 4 5/8" 4 350W
13 STUD 1/2" DIA 8" 7
TOTAL WEIGHT THIS DRAWING 2714
34/
34/
63
4/
23
16
/
1'-21516/
41
2/
21 4/
21 4/
11
2/1
12/
8'-3
1 16/
116/
6'-1011 16/6'-9
13 16/
3 18/
1 38/
12
18/
2
9'-7
716
/
316
/
7'-7
316
/
316
/
81
2/
24'-878/ 118/
5
14/
91
4/
412/ 14/
38/
81
8/
81
2/
38/
81
8/
24'-238/
23'-712/ 678/
6'-815 16/
RD
7 8/7 8/
611 16/
713
16
/
12
81
2/
12
1 34/
1 34/
6 1116/
6'-8 116/
13'-17 16/
8'-0
6
6
0
14/
60°
PP
A A
B B
P4
P4
516
/
6'-77 16/
6'-8 1316/
RD
13'-6 516/
38/38/
35 16/
1 2/
912/ 11'-218/ 12'-458/ 23'-6116/
38/
61316/
714/ 714/
9'-1012/ 22'-2
34/
24'-818/
24'-1014/ (HSS127X127X8.0 x 24'-8 78/ )
11'-338/ 11'-9
38/
12'-378/ 24'-1
14/
678/
24'-8
18/
L346
L344
L344
L344
L346 L34414/14/
BUILD UPAS REQ'D
(316/ )PP, B/S
14/3 SIDES
(316/ )
PP, B/STYP U/NOTED
L280
6 x STUD_12/ X8
P23
G
G
G
G
F
F
E
E
D
D
C
C
L130
P115P37
P172
P69
P37
L159
P172
P136
P134 (B/S)
P134 (B/S)
6 x STUD_12/ X8
F2
L228
L9
L239
L254
L259
L27
L103
P26
L245
L240
L230
L259L259
L256
L255
L272
L1
38
L259
12/
6'-1 78/
2
3'-8 9'-9
14/
1'-0
P150
L341
L343
L341
14/
14/3 SIDES
P166
P158
P159
CUT SQ
316/
316/
14/
14/
14/
916/ (516/ )
33°
PP
38/ (14/ )
57°
PP
14/B/S
716/ (516/ )
55°
PP
916/ (516/ )
35°
PP916/ (516/ )
35°
PP
516/
(316/ )
PP, B/S
6'-114/ 6'-1
14/
RD
EL99'-8 EL105'-10
2
86'-3
8
412/ 14/
234/
513
16
/
2'-7 12'-4
14/
34/1
EL112'-1
58/58/
21 8/ 3 5
16/
61
2/
12/
1
213 16/
66
61
2/
12/
7'-6
14/
34/
14/14/
12'-212/
11
12/
8'-0
113
16/
1
23 4/
6'-613 16/
6'-9 1516/
6'-7 34/
1 18/
1 18/
2 78/
1
12/58/
25
16
/5
13
16
/
234/
2'-612/ 24'-9
14/
12/
EL124'-6
14/
(316/ )
PP, B/S
P150
L343
L341
P158
14/14/14/
916/ (516/ )
33°
PP
14/PP, B/S
38/ (14/ )
57°
PP
516/
23'-134/ 24'-41116/
L280
24'-878/
34/
55
L280L280
14/14/
L9 P135L103
P26
P23
L272P4
L228
L230
L130
B - B
33
33333
21
2/2
12/
11'-378/ 23'-734/
6'-114/RD 11'-078/ 3 23'-312/
55
21
2/2
12/
55
12'-212/
22
13
4/
3
13
4/
134/
24'-734/ 38/
12'-414/
316/
12/ RET &TOP (TYP)
14/3 SIDES
L346
L344 (B/S)L344 (B/S)
L346
12'-414/
12'-4
14/0
24'-10
34/
55
14/14/ P134
L259
P134
L27
P115
L272
L259
P134
P172
L9
L230L254P4
A - A
12'-5
24'-9
14/
24'-878/
41
2/4
12/
91316/
12
3
3
1'-012/ 2516/
87
16
/1
78/
L343L341
L343
L341L341
L343
L343
2 x (1316/ "x1") SLOTS
P150
14/3 SIDES
14/3 SIDES
F2
L259
P172 L159
P136
P134
P37
P69
11'-714/ 12'-734/
21
2/
21
2/
21
2/3
34/
234/
12/
57
16
/
6'-114/RD 10'-714/ 4 8 3 3 612/ 4
12'-012/ 212/
114/
13
4/
22
23'-014/ 4 8 3 3
24'-014/
55
21
2/
21
2/
21
2/3
34/
24'-512/ 212/
114/
14/
38/
22
5 5
55
7'-2
55
8'-0
4 x 1 916/ "Ø
4 x 1 916/ "Ø
P69
P4
P4
F2 North
L130
C - C
1'-2
4'-912/
1'-2
5'-1112/31
2/
6'-3
10
12/
6'-3
10
12/
134/
134/
43
8/4
38/
11
2/8'-0
11
2/
57
8/4
6'-7
516
/4
57
8/
SHOP NOTE:NO PAINT INT ANGLE FACES
316/
316/
316/ 3"@12
L130
L240
L245
L255
L272
F2
L138
D - D
11
2/
112/
RD
1'-2
1'-312/
1'-2
2'-512/
1'-2
3'-712/
58/
L341
12/
L343
11
12/
81
4/
21
2/
SHOP NOTE:NO PAINT INT ANGLE FACES
316/
316/316/
P37
316/ 3"@12316/ 3"@12
14/14/
PP, BUILD UPON HSS RAD
14/14/
L130
L228
L9
L259
P134
L27
P115
L103
P26
P23
P134
F2
E - E
2
45
8/4
58/
91
2/
14/
91
4/
14/ 434/
3
516
/C
TR
D
21 2/
2 12/
11
2/
53
8/
278/ 11316/
2516/
4716/
10
12/
1012/
RD
1'-2
2'-012/
1'-2
3'-212/
1'-2
4'-412/
1'-2
5'-612/
1'-2
6'-812/
93
4/
7'-614/
7'-6
14/
31
4/
25
16
/4
716
/
12
12
12
6916/
21 2/
316
/
2 716
/
134/
3
L344
L344
L346
L343L341
L343
L341
13
4/C
UT
LE
G
58/
L341
12/
L343
11
12/
12/
11 8
14/
81
4/
L344
PP
316/
P134
L259
P37
P134
F2
P136
L159
14/
45°
PP
316/
14/
45°
PP
14/PP, 3 SIDES
L2
30
L130
L280
P135
F - F
2 5 2
14/14/
3 3
13
4/C
UT
LE
G
516
/C
TR
D12/
212/
2
2 2
L343
L341
L346
P158
L344
212/334/
7N
O P
AIN
T
513
16
/
14/ 458/ 18/
11
81
2/
38/
81
8/316/316/
SHOP NOTEMAINTAIN FORFIELD WELDING
P150NO PAINT
SEAL
316/3 SIDES
F2
L259
P172
G - G
SHOP NOTE:1) FULLY WELD ALL PIPE JOINTS2) GRIND SMOOTH ALL WELDS & EDGES
QTY. SITE BOLTS LENGTH
GRID LOC REF DWGQTY
2.1-2.2/K-H E71
0 ISSUED TO SHOP 22/01/14 BW
A ISSUED FOR APPROVAL 03/01/14 BW
REV DESCRIPTION DATE BY
ONE - HANDRAIL - R1CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CPI Construction Ltd.
BW 24/12/13
EDCON Power Tongs
R1
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO#
1166-1806
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
R1 1
R1 1 PIPE1-1/4STD 11'-11 9/16" 26 A53
0HANDRAIL
L198 1 PIPE1-1/4STD 1'-11 5/16" 4 A53
L200 3 PIPE1-1/4STD 2'-9 3/4" 18 A53
L201 2 PIPE1-1/4STD 3'-6 5/16" 15 A53
L202 1 PIPE1-1/4STD 3'-3 3/4" 7 A53
L204 1 PIPE1-1/4STD 6 1/16" 1 A53
L211 1 PIPE1-1/4STD 3 15/16" 1 A53
L212 1 PIPE1-1/4STD 2 13/16" 1 A53
L216 27 ROD3/4" 2'-4 3/8" 93 300W
L217 1 ROD3/4" 2'-4 7/8" 4 300W
L282 1 PIPE1-1/4STD 4 13/16" 1 A53
TOTAL WEIGHT THIS DRAWING 170
8'-6
78/
1'-10
15
16
/1'-10
15
16
/2'-1
18/
2
21316/
10'-41316/
33 8/
2'-1
3 8/
1
2'-5
5 8/2'-6
5 8/
318/
L217
L216
L216
L216
L19
8
L202
L201
L201
L200
L200
2'-7
38/
2'-6
916
/13
16
/
L212
L282
L211
L204
A
A
6'-3
58/
2'-11 3'-1 3'-1 1'-1
3'-5 316/
3'-7 916/
3'-7 916/
4 4 8@358/ =2'-5 4 4 8@358/ =2'-5 4
11'-11 916/
SHOP NOTE:NO PAINT 2" AROUNDPOST ENDS
L216
L216
L216
L216
L216
L216
L216
L216
L216L216
L216
L216
L216
L216
L216
L216
L216
L216
L216
L216
L216
L200
L216
L216
L216
R1
12/
4
77
16
/31.81°
12
19
16
/
3'-0
1
41
2/2'-5
78/
1
2'-11
516
/
2'-978/
2 8@358/ =2'-5
2'-3
14/
2'-11
516
/
1'-7
38/
81
16
/
77
8/2'-3
716
/
1316/
1'-3 516/
413
16
/
61
16
/
R1
L212
L211
L282
L204
2'-7
38/
2'-6
916
/13
16
/
6116/
5316/
41316/
31516/
SHOP NOTE:NO PAINT 2" AROUNDRAIL END
SHOP NOTE:NO PAINT 2" AROUNDRAIL END
L204
L282
L217
A - A
QTY. SITE BOLTS LENGTH
GRID LOC REF DWGQTY
2.1-2.2/K-H E71
0 ISSUED TO SHOP 22/01/14 BW
A ISSUED FOR APPROVAL 03/01/14 BW
REV DESCRIPTION DATE BY
ONE - HANDRAIL - R2CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CPI Construction Ltd.
BW 24/12/13
EDCON Power Tongs
R2
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO#
1166-1806
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
R2 1
R2 1 PIPE1-1/4STD 11'-4 9/16" 24 A53
0HANDRAIL
L199 1 PIPE1-1/4STD 2 7/8" 1 90° SR ELBOW A53
L200 3 PIPE1-1/4STD 2'-9 3/4" 18 A53
L201 3 PIPE1-1/4STD 3'-6 5/16" 23 A53
L205 1 PIPE1-1/4STD 4 13/16" 1 A53
L206 1 PIPE1-1/4STD 2 1/16" 0 A53
L207 1 PIPE1-1/4STD 5 5/16" 1 A53
L216 27 ROD3/4" 2'-4 3/8" 93 300W
L219 1 ROD3/4" 2'-7 1/2" 4 300W
L276 1 PIPE1-1/4STD 2'-10 13/16" 6 A53
TOTAL WEIGHT THIS DRAWING 171
5'-11
15
16
/
8'-10
34/
1'-10
15
16
/1'-10
15
16
/1'-10
15
16
/
1316/
3'-1
3'-1 3'-1 81516/
10'-01316/
3'-71 2/
11'-49 16/
SHOP NOTE:1) FULLY WELD ALL PIPE JOINTS2) GRIND SMOOTH ALL WELDS & EDGES
L216
L216
L216
L216
L216
L201
L201
L201
L276
2'-10
13
16
/
12/
2'-9
78/
716
/
1
12/
53
16
/
3'-0
2'-6 58/
2'-5 58/
1
1316/
2'-1 38/
3 38/
4 4 8@358/ =2'-5 4 31516/ 8@358/ =2'-5
3'-81 2/
3'-71 2/
SHOP NOTE:NO PAINT 2" AROUNDPOST ENDS
L216
L216
L216
L216
L216
L216
L216
L216
L216
R2
L200
L200
L216
L216
L216
L216
L216
L216
L216
L216
L216
L216
L216
12
31.81°
77
16
/
4
2'-5
78/
13
8/
19
16
/
2'-11
516
/
41316/ 8@358/ =2'-5
37
16
/2'-10
5516/ 358/
4716/ 358/
2'-9
316
/13
16
/
4116/ 414/ 41116/
5
L205
L206
L207
L199
A
A
L216
L216
L200
L219
413
16
/
315
16
/
25
8/
113
16
/
R2
L206
L205
L199L207
218/ 212/
41316/
31516/
11316/
2'-10
2'-9
316
/13
16
/
SHOP NOTE:NO PAINT 2" AROUNDELBOW END
SHOP NOTE:NO PAINT 2" AROUNDRAIL END
L219
L205
L206
L207
L199R2
A - A
SHOP NOTE:GRIND SMOOTH ALL EXPOSED WELDS & EDGES
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT2 2 1/2"
3/4"Ø A325N BOLT2 2 1/4"
3/4"Ø A325N BOLT4 2"
GRID LOC REF DWGQTY
2.1-2.2/K-H E71
0 ISSUED TO SHOP 22/01/14 BW
A ISSUED FOR APPROVAL 03/01/14 BW
REV DESCRIPTION DATE BY
ONE - STAIR - S2CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CPI Construction Ltd.
BW 02/01/14
EDCON Power Tongs
S2
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO#
1166-1806
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
S2 1
S2 1 C310X31 11'-9 15/16" 246 300W
0STAIR
L26 1 L127X127X6.4 3'-2" 26 300W Z16
L80 1 C310X31 3'-7 1/4" 75 300W
L81 1 C310X31 12'-2 7/8" 255 300W
L86 20 L38X38X6.4 8" 31 300W
L88 1 L102X76X9.5 6 1/2" 5 300W
L89 1 L102X76X9.5 6 1/2" 5 300W
L93 1 L102X76X9.5 11 1/4" 8 300W
L94 1 L102X76X9.5 11 1/4" 8 300W
L96 1 L102X76X9.5 11 1/4" 8 300W
L98 1 L102X76X13 8 1/2" 8 300W
L118 1 L127X76X6.4 3'-2" 21 300W Z16
L139 1 L127X127X6.4 2'-11 15/16" 25 300W Z16
P81 2 PL1/4"X1 7/16" 2 5/8" 1 350W
P83 1 PL1/4"X2 5/8" 5 7/16" 1 350W
P85 2 PL1/4"X1 3/4" 2 5/8" 1 350W
P120 10 SHT8GAX21 3/16" 3'-2" 290 8GA SHEET 300W
P127 1 SHT8GAX9 9/16" 3'-2" 13 8GA SHEET 300W
9 STUD 1/2" DIA 8" 5
TOTAL WEIGHT THIS DRAWING 1030
6'-10
14/
6'-9
12/
14/
S2
L94
P83
L96
A - A
21
2/
52
9 16/
11 8/
43 8/
51 2/
1516/
3 38/
1516/
3 116/
1 1516/
21
2/9
12/
14/
1716/
13
4/1
4/
118/
1116/ 9'-5316/ 258/
11 8/
2
87 8/
3 1316/
3 14/
1'-0 1516/
6'-8
1516/
1'-0 1516/
7'-9
7 8/
1'-0 1516/
8'-1
013
16/
1'-0 1516/
9'-1
13 4/
1'-0 1516/
11'
-011
16/
9 516/
11'
-915
16/
118/
69
16
/2
14/
57
16
/1
4/
11
13
16
/10@
613
16
/=
5'-8
316
/2
3 10@11=9'-2 4
P85
P81
L118
L26
P127SHT8GA
10- P120 (N/S)SHT8GA
10- L86 (N/S)
14/3 SIDES
14/3 SIDES
316/ 2"@9
316/ 2
316/ 2
316/ 2
316/ 2RET @# ENDS
21
2/
611
16
/2
18/
2
1
1158/ 38/
613
16
/
21
8/
6 1316/
1116/
43 16/
215
16/
1
8 218/
334/
9'-9
9'-812/ 14/
1
1 916/
5 12/
11'-9 1516/
3 14/
31 4/
0
1'-0 1516/
1'-4
3 16/
1'-0 1516/
2'-5
1 8/
1'-0 1516/
3'-6
1 16/
1'-0 1516/
4'-7
1'-0 1516/
5'-7
1516/
13'-612/
3'-1058/
4'-038/
4'-112/
B B
118/
1516/ 9'-5316/
1516/
3 9'-2
3 9'-2 4
3'-2
L81
P83
L139
L80
14/L26 B/E
14/L118 B/E
L94
L96
F FE E
D
DC
C
A A
P81
P85
L118
L26
P127SHT8GA
P81
P85
10- L86
10- P120SHT8GA
10- L86
134/
21
8/1
78/
L89
L88
21
2/9
12/ 5
2
9 16/
11 8/
43 8/
51 2/
1516/
3 716/
78/
3 18/ 1 15
16/
14/
3 x STUD_12/ X8
L139
L93
L98
L80
L81
L88L89
B - B
3'-2116/ 134/
31
2/
1'-2 1'-2 312/
7116/ 2'-111516/
214/ 3116/
1'-0 1516/
8'-7
9 16/
1'-0 1516/
9'-8
1 2/
1'-0 1516/
10'
-97 16/
10 34/
11'
-83 16/
1
7'-3
13'-612/
10'-2716/ 3'-31316/
3 10@11=9'-2 91116/
3716/
74
13
16
/
11
13
16
/10@
613
16
/=
5'-8
316
/2
63
8/
10- L86 (F/S)
SHOP NOTE:SEE SECT A-A FORTYP DETAILS & DIM`SNOT SHOWN
38/
45°
14/PP
14/14/
14/
3 SIDESB/S
316/ 3"@12316/ 3"@12
14/3 SIDES
19
16
/5
18/
11
13
16
/
3
1
3316/3716/
15.8
8°
12
3716/
3 716/
12'-2 78/
3 14/
031 4/
1'-0 1516/
1'-0
1516/
1'-0 1516/
2'-1
7 8/
1'-0 1516/
3'-2
1316/
1'-0 1516/
4'-3
3 4/
1'-0 1516/
5'-4
1116/
1'-0 1516/
6'-5
5 8/
1'-0 1516/
7'-6
9 16/
214/
7
212/ 912/
212/ 912/
111
16
/1
11
16
/
134/ 14/
134/ 14/
516
/2
58/
25
8/5
16
/
51'-2
1'-2
3'-2
2 X (1316/ "x1") SLOTS
2 X (1316/ "x1") SLOTS
L81
P85
L118
P81P85
L93
L94
P81
S2
P120SHT8GA
C - C
3
111316/
51'-2
1'-2
14/ 5716/ 712/ 212/
111
16
/
3'-2
516
/
3 x STUD_12/ X8
2 X (1316/ "x1") SLOTS
L26
L81
L96P83
L98
P127SHT8GA
P120SHT8GA
S2
D - D
611
16
/2
18/
5
SHOP NOTE:NO PAINT INT FACES
316/ 2"@9
L118
P120
E - E
1
611
16
/2
18/
11
13
16
/
316/ 2"@9
SHOP NOTE:NO PAINT INT FACES
L26
P120
P127
F - F
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT6 2"
GRID LOC REF DWGQTY
5.2-6.1/J-H E81
0 ISSUED TO SHOP 22/01/14 BW
A ISSUED FOR APPROVAL 03/01/14 BW
REV DESCRIPTION DATE BY
ONE - STAIR - S3CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CPI Construction Ltd.
BW 02/01/14
EDCON Power Tongs
S3
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: CISC/CPMA 1-73A PRIMER JOB#-PO#
1166-1806
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
S3 1
S3 1 HSS203X203X8.0 9'-5 1/8" 301 350W
0STAIR
Z2
L1 1 HSS305X203X13 17'-11 3/4" 1124 350W
L30 1 HSS305X203X13 2'-2 5/16" 137 350W
L31 1 HSS305X203X13 1'-5 1/8" 89 350W
L32 1 HSS305X203X13 4'-8 7/8" 296 350W
P8 16 PL3/4"X11" 2'-0" 853 350W
P9 1 PL1/2"X4 1/16" 2'-0" 13 350W
P10 20 PL1/2"X6 1/2" 2'-0" 410 350W
P11 40 PL1/2"X5 11/16" 9" 146 350W
P12 1 PL3/4"X16" 1'-4" 54 350W
P13 1 PL3/4"X16" 2'-6" 102 350W
P20 1 PL3/4"X11 3/8" 2'-0" 58 350W
P21 1 PL3/4"X30" 4'-2" 316 350W
P36 1 PL3/8"X7 1/4" 11 5/8" 9 350W
P74 1 PL1/4"X30" 4'-2" 0 Neoprene
P77 19 PL1/4"X11" 2'-0" 0 Neoprene
P78 1 PL1/4"X8" 2'-0" 0 Neoprene
P87 1 PL1/2"X13 3/4" 1'-2" 27 350W
P88 2 PL1/2"X4 1/16" 9" 7 350W
P173 3 PL3/4"X11" 2'-0" 160 350W
TOTAL WEIGHT THIS DRAWING 4102
1'-10
9'-6
58/
14/
5
93 8/
9 38/
0
1'-015 16/
1'-10 516/
615 16/
6 1516/
0
1'-015 16/
1'-7 78/ 1'-0
15 16/
2'-8 1316/
59
16
/16@
613
16
/=
9'-1
116
/
P9
P88 (B/S)
CC
A - A
EL109'-7
78/
1'-015 16/
13'-8 1116/ 1'-0
15 16/
14'-9 58/ 1'-0
15 16/
15'-10 9
16/ 1'-0
15 16/
16'-11 1
2/
107 16/
17'-9 1516/ RIS
ER PTS
1'-015 16/
11'-4 516/ 1'-0
15 16/
12'-5 14/ 1'-0
15 16/
13'-6 316/ 1'-0
15 16/
14'-7 18/ 1'-0
15 16/
15'-8 116/ 1'-0
15 16/
16'-9 1'-015 16/
17'-9 1516/ TREAD P
TS
17'-21316/
1316/ 16@11=14'-8 2'-6
1'-312/ 1'-212/
113 16/
63 4/
17'-113 4/
6
1'-0
S3
L30L31
DET. BS3-A
P74Neop Pad
P21
1'-015 16/
2'-11 14/
1'-015 16/
9'-4 1516/ 1'-0
15 16/
10'-5 78/ 1'-0
15 16/
11'-6 1316/
1'-015 16/
3'-9 34/ 1'-0
15 16/
4'-10 1116/ 1'-0
15 16/
5'-11 58/ 1'-0
15 16/
7'-0 916/ 1'-0
15 16/
8'-1 12/ 1'-0
15 16/
9'-2 716/ 1'-0
15 16/
10'-3 38/
1'-69 16/
11 14'-9516/
13'-4516/
3316/
16- P11 (B/S)
16- P10
16- P8
16- P77Neop Pads
P13
L1
DET. AS3-A
1'-015 16/
4'-0 14/ 1'-0
15 16/
5'-1 316/ 1'-0
15 16/
6'-2 18/ 1'-0
15 16/
7'-3 116/ 1'-0
15 16/
8'-4
1'-015 16/
12'-7 34/
EL99'-8
34/
9'-5
18/
34/
55
37 16/ 1'-0
15 16/
1'-0 1516/
0
TREAD PTS
1'-015 16/
2'-1 78/
1'-015 16/
3'-2 78/
21 2/
2 12/0
RISER P
TS
1'-015 16/
1'-3 716/
1'-015 16/
2'-4 38/
1'-015 16/
3'-5 516/
12
31.81°
77
16
/
11'-9
15
16
/1'-0
116
/
9'-6
58/
7'-101316/
4'-87 8/
3@11=2'-9
9'-5
18/
2'-3
516
/
P10
DET. ES3-A
DET. DS3-A
P173
P173
P173
P11 (B/S)
P11 (B/S)
P11 (B/S)P11 (B/S)
P20
P78Neop Pad
L1
S3
P12
B - B
EL99'-8
34/
EL112'-6
4@
613
16
/=
2'-3
516
/
3716/
15.8
8°
12
3716/
2'-2516/38/ 1'-518/
1'-912/ 2'-412/
34/
3- P77Neop Pads
P10
P74Neop Pad
P10
DET. CS3-A
1138/
2
19 16/
67 8/
111316/
34/
P10
12/ 314/ 10716/
3316/
1'-0
1'-0
66
11 14'-9516/ 6
1'-10 13'-4516/ 1'-0
14/
14/
14/
4 x 1516/ "Ø 4 x 1516/ "Ø
P12
S3 North
P9
P88
P88P13
L1
C - C
STAIR S3
1'-0
1'-0
1316/
88
A A
STAIR S3 PLAN VIEW
1'-0
8
17'-21316/
2'-6
1'-9
12/
2'-4
12/
1'-212/
L30
L32
S3
B
B
WORK WITH DWG S3-A
6
14'-8
SHOP OR FIELD INSTALL NEOPRENE PADS WITH REQ'D ADHESIVE. INSTALL PRECAST TREADS AT SAME TIME AS PADS.
1- P74Neoprene Pad
1- P78Neoprene Pad
16- P77Neoprene Pads
P87
L31
2 6
2
1'-312/
3- P77Neoprene Pads
1'-0
24
8
7'-10
58/
4'-2
2'-9
11
13
16
/
WORK WITH DWG S3
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CPI Construction Ltd.
BW 03/01/14
EDCON Power Tongs
S3-A
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: CISC/CPMA 1-73A GREY PRIMER JOB#-PO#
1166-1806
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED TO SHOP 22/01/14 BW
A ISSUED FOR APPROVAL 03/01/14 BW
REV DESCRIPTION DATE BY
59
16
/6
13
16
/6
13
16
/
34/
41
16
/3
4/
A3
A3
SHOP NOTE:PL CONTACT POINTSSEE SECT A-A
SHOP NOTE:NEOPRENE PADS NOTSHOWN FOR CLARITY
P11
P8
P9
P10
P13
P11
P8
P8
P10
P88
DETAIL ADWG S3
2 6
93 8/
1'-015 16/
1'-015 16/
RISER P
TS
15
12/
61
2/938/
1316/ 11 11
615 16/
1'-015 16/
1'-015 16/
TREAD PTS
1111
10716/314/12/
A2
A2
A1A1
81
4/
P8 N
OT
CH
11 12/
44
2'-0
48
84
938/ 158/
2 6 3
8
4 x 1116/ "Ø
P11
P11
P10
P8 & P173
P10
L1
A1 - A1
613
16
/
51
2/1
778/814/
P10 NOTCH
778/
8
34/
61
2/5
16
/
14/ 14/
14/14/
P11
P11
P8
P10
P8
L1
A2 - A2
18/
8
12/
G
PP (TYP)
P11 P11
P8
L1
A3 - A3
938/ 218/
1'-312/
61
2/
613
16
/
L1
SHOP NOTE:NEOPRENE PADS NOTSHOWN FOR CLARITY
14/
L30 & L31TO L1
12/ (14/ )
32°
PP
38/ (14/ )
58°
PP
(316/ )
PP, B/S\L1 TO S3
14/B/S
P11
P11
L30
L31
P21
S3
P10
P8
DETAIL BDWG S3
2 6
1'-015 16/
34/
613
16
/6
13
16
/
1'-015 16/
TREAD PTS
1'-015 16/
21 2/
RISER P
TS
2
NOTCH (P21)
X 814/
112/
2'-412/ 11
D1D1
SHOP NOTE:PL CONTACT POINTSSEE SECT B-BSHOP NOTE:
SEE DET. A FORTYP WELDS & DETAILS
P173
P173
L32
L30
P21
P10
P10
DETAIL DDWG S3
2
2'-412/ 12/
1'-2
12/
1'-3
12/
81
4/
P21 N
OT
CH
44
1'-0
1'-0
S3
P10
P11
P11
L31L32
L30
P21
L1
D1 - D1
38/ 1'-518/
1'-912/
11
58/
34/
14/
SHOP NOTE:NEOPRENE PADS NOTSHOWN FOR CLARITY
SHOP NOTE:SEE DET.B FOR F/S WELDS TO L1
(316/ )
G
PP, N/SONLY
(516/ )PP, B/S
14/14/
3 SIDES 14/
(516/ )PP, B/S
14/
45°
PP
S3
L30
P21
L31
L1
DETAIL CDWG S3
2 4
55
23
4/
613
16
/
11 1138/ 716/
12/
11516/
SHOP NOTE:SEE DET. A FORTYP WELDS & DETAILS
E2E2
E1
E1
P11
P11
P20
P11
P11
P173
L32
P87
P10
P10
DETAIL EDWG S3
55
2
534/ 534/
1'-0 1'-0
P20
P87
L32
E1 - E1
53
4/5
34/
88
2 4
1138/ 716/
4 x 1116/ "Ø
P10
P20
L32
P87
E2 - E2
PROJECT:
DRAWN BY: DATE: (D/M/Y)
TITLE:
DWG#
GOVAN BROWN
BW 29/05/14
RBC MAPLE EDMONTON
E1
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: 1 CT GREY PRIMER JOB#
1233
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
CUSTOMER:
PARTITION SUPPORT FRAMING0 ISSUED FOR CONSTRUCTION 23/06/14 BW
B ISSUED FOR APPROVAL 09/06/14 BW
A PRELIM- ISSUED FOR INFORMATION 29/05/14 BW
REV DESCRIPTION DATE BY
DET. A9
8
7
F
9
8
7
F
F - F
DETAIL A
DETAIL B
B - B
C - C
D - D
G - G
A - A
DETAIL K
1'-6 1'-6
3'-0
OPP/ HANDG
G
F
F
DET. B
COORDINATE
POCKET BELOW(BY OTHERS)
PARTITION STEEL SUPPORTR PLAN
B1
W8X
21
16'-10
33'-0
14/
B1
W8X
21
KB
B6 W8X21
B6 W8X21
B6 W8X21
KB
KB
B5
W8X
21
KB
11
14/
14'-6
91
2/
16'-2
14/
11
14/
6'-8
34/
7'-8
1'-10
10
34/
10
34/
KB
A A
OPP/ HAND
DET. A
DET. A
DET. B
KB
C1 C3X5
KB
C2 C3X5
C4 C3X5
C3 C3X5
B4
W8X
21
B2 W8X21 B3 W8X21
1'-4
12/
1'-5
34/
11
4/
EXT. WALL
C3 C3X5
3'-0
11
34/
5'-9
14/
9'-4
9'-4
9'-4
17
8/6
33'-9
14/
53
4/
7'-8
FIE
LD
VE
RIF
Y
24'-0
TA
CK
LE
NG
TH
RE
F.
2'-2
14/
16'-2
34/
FIE
LD
ME
AS
UR
ED
1'-9
12/
BEAM & TRACK HOLE LAYOUT
COORDINATE BEAM & TRACK LOCATION W/ MODERNFOLDDWG'S
EXIST CONC COL
EXIST CONC COL
EXIST CONC COL
EXT. WALL
BEAM BOTT FLG (TYP)
61'-0
4
2'-0
14/
1'-8
34/
6
8'-0
1'-6
2'-1
5'-9
14/
9'-5
34/
615'-3
21
2/
1'-6
3'-0
212/
TYP
7'-3
5
10
6 6 6
66
B6 W8X21
B6 W8X21
B6 W8X21
B1
W8X
21
B1
W8X
21
B3 W8X21
B2
W8X
21
POCKET BELOW(BY OTHERS)
1'-0
1'-0
1'-1
1'-0
3'-0
3'-0
3'-0
1'-7
1'-0
1'-6
1'-6
6
3'-1
14/
2'-4
14/
73
4/
51'-0
34/
1'-5
34/
15'-10 B
5W
8X
21
B4
W8X
21
15'-3
9'-534/
4
5'-914/
DET. K
C1 C3X5
B1 W8X21 B2 W8X21
C4 C3X5
8- 34/ DIA X 10 HAS-E ROD HILTI_HIT150(SHORTEN AS REQ'D)(1 34/ "x1316/ ") SLOTS IN PL
C
C
B B
PL12/ "X11
2
32
4 4
55
W8X21
C3 C3X5
KB C3X5
P1 - WASHERPL38/ "X2 X 2@ EA ANCHOR
32
4 4
2W8X21 6- 34/ DIA X 10 HAS-E ROD HILTI_HIT150
(SHORTEN AS REQ'D)(1 34/ "x1316/ ") SLOTS IN PL
PL12/ "X9
P1 - WASHERPL38/ "X2 X 2@ EA ANCHOR
D D
112/ 112/
4
11
34/
1'-0
14/
2'-0
FIE
LD
ME
AS
UR
ED
W8X21 4 x BOLT 34/ "DIA A325 2 14/
KB C3X5
C3 C3X5
P1 PL WASH
CUT & CHISEL ANCHORENDS 45 DEGREESAS REQ'D
EXIST SUSPENDEDCIELING
6
MIN
4M
IN E
MB
ED
2 2 4
EXIST FLOOR SLAB 3
234/ 114/
5
KB PL38/ "X3
PL38/ "X1 12/
5
4
2
C3 C3X5
2'-0
1'-0
14/
KB C3X5
C1 C3X5
P18
W8X21
4 x BOLT 34/ "DIA A325 2 14/
EXIST FLOOR SLAB
CUT & CHISEL ANCHORENDS 45 DEGREESAS REQ'D
EXIST SUSPENDEDCIELING
6
MIN
4M
IN E
MB
ED
4 2 2
P1 PL38/ "X2
11
34/
4
33'-914/
9'-4
C3 C3X5
9'-4
4
5'-914/
C2 C3X5
B1 W8X21 B3 W8X21
DET. KDET. K
9'-4
P16
C3 C3X5
B5 W8X21B4 W8X21
DET. K
32
12/
438/438/
1'-6
2 x BOLT 34/ "DIA A325 1 34/ PL 3.8 (FS)
B6 W8X21
B3 W8X21B2 W8X21
11
2/2
41
4/2
11
2/
3
W8X21W8X21
8 x BOLT 34/ "DIA A325 3 14/*PRETENSIONED*
2- PL1"X6 X 1'-2 14/
QTY. SITE BOLTS LENGTH
0 ISSUED TO SHOP 23/06/14 BW
A ISSUED FOR APPROVAL 09/06/14 BW
REV DESCRIPTION DATE BY
ONE - BEAM - B2
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
GOVAN BROWN
BW 09/06/14
RBC MAPLE EDMONTON
B2
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: 1 CT GREY PRIMER JOB#
1233
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
B2 1
B2 1 W8X21 9'-4 3/4" 196 350W
0BEAM
P11 3 PL3/8"X5 3/4" 7 7/16" 12 350W
P14 1 PL1"X6" 1'-2 1/4" 24 350W
TOTAL WEIGHT THIS DRAWING 232
GRID LOC T.O.S. ELEVATIONREF DWGQTY
-10"E11
12/
12/
12/
12/
9'-534/ (W8X21 x 9'-4 34/ )
38/
45°
GTSM
516/516/ B2
P14
3- P11 (N/S)
A
A
D
D
B
B
B
B
8'-1014/ 8'-10
14/
0 4
9'-2
14/
11
2/ 11
2/
2'-178/
2'-1
78/0
1'-6
3'-7
78/
2'-1
5'-8
78/
P14
B2
3- P11
1'-1 5'-2
34/
1'-0 4'-1
34/
6 3'-1
34/
1'-0 2'-7
34/
1'-734/ 1'-7
34/
0
11
4/ 11
4/
10 x 716/ Ø
B2
P14 3- P11
21
8/
11
4/
414/
112/ 438/
32
12/
14/14/
3 SIDES
P11B2
B - B
31
2/4
14/
2
11
2/
112/
112/
P1
4
B2
A - A
QTY. SITE BOLTS LENGTH
3/4"Ø HILTI_HIT1508 10"
3/4"Ø A325N4 2 1/4"
0 ISSUED TO SHOP 23/06/14 BW
A ISSUED FOR APPROVAL 09/06/14 BW
REV DESCRIPTION DATE BY
ONE - HANGER - C4
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
GOVAN BROWN
BW 09/06/14
RBC MAPLE EDMONTON
C4
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: 1 CT GREY PRIMER JOB#
1233
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
C4 1
C4 1 C3X5 3" 1 300W
0HANGER
L2 1 C3X5 4 15/16" 2 300W
P9 1 PL3/8"X1 1/2" 3 7/8" 1 350W
P16 1 PL3/8"X3" 6 7/16" 2 350W
P17 1 PL1/2"X11" 1'-2 1/16" 19 350W
P20 1 PL1/2"X7" 7" 7 350W
TOTAL WEIGHT THIS DRAWING 31
GRID LOC REF DWGQTY
E11
1316/
12
12
1 916/
1316/4 15
16/
2 14/
112/
23 8/
CU
T
4
12/
31
2/
31516/
2
4 4
3
34/34/
14/14/
14/
14/14/
PP
14/
45°
PP
316/
45°
45°
PP
BB
CC
A
A
P17
P16
C4
P9
L2
P20
5 3 2
234/ 114/
6716/ 14/
21516/
34/
3 78/
3 8/
12
12
45°
PP
45°
PP
14/14/
4 SIDES
P17
P20
P9
P16 C4
A - A
23
4/1
14/
11
2/4
11
2/
112/
232
P20
L2
P9
P16
C4
4 X (1 116/ "x1316/ ") SLOTS
B - B
1'-2
116
/
25
52
32
4 7
59
112/ 4 4 112/
2 P17
6 X (1 34/ "x1316/ ") SLOTS
2 X (1316/ "x1 34/ ") SLOTS
C4
P16
P9
L2
C - C
0 ISSUED FOR CONSTRUCTION 22/10/2013 BW
A ISSUED FOR APPROVAL 18/10/2013 BW
REV DESCRIPTION DATE BY
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 08/10/13
ROYAL NORTH CENTER
EM1
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
3
4
1
2
A
6
5
EDCB KJHGF
DETAIL 5CX2(10 LOCATIONS)
DETAIL 5BX2(16 LOCATIONS)
DETAIL 5B2(4 LOCATIONS)
DETAIL 5C2(8 LOCATIONS)
DETAIL 6A(12 LOCATIONS)
DETAIL 6AX(2 LOCATIONS)
DETAIL 5B(4 LOCATIONS)
DETAIL 5BX(2 LOCATIONS)
DETAIL 5C(4 LOCATIONS)
A - A
DETAIL 5C3(ONE LOCATION)
B - B
C - C
SSPC-SP3, SHOP GREY PRIMER U/ N
CUST REF DWG: S1- S7 R0
7
18'-2
20'-0
SEE DWG EM2
NOTES:1) TOP OF CONCRETE SLAB ELEV= 100'-02) SEE PLAN FOR BASE PLATE DETAIL MARK3) SEE DWG'S EM2 & EM3 FOR U/SIDE BASE PLATE ELEV'S 4) SEE PLANS FOR X, Y COORDINATES (ORIGIN GRID 6/A)5) ALL ANCHOR BOLTS ASTM F1554-36
ANCHOR BOLT & FOUNDATION PLAN
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=10
7'-5
Y=74
'-11
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=23
'-3Y=
25'-7
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=23
'-3Y=
7'-7
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C2
X=46
'-3Y=
7'-7
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=46
'-3Y=
25'-7
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=46
'-3Y=
50'-3
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5B2
X=0'
-7Y=
25'-7
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C2
X=69
'-3Y=
7'-7
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5CX2
X=69
'-3Y=
15'-7
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=89
'-3Y=
15'-7
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=83
'-10
Y=15
'-7H
SS6X6X
3 8/( C
6.6
)
SEE DETAIL
6AX
X=89
'-3Y=
25'-7
HSS6X
6X3 8/
( C6.
6)
SEE DETAIL
6AX
X=69
'-3Y=
25'-7
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=69
'-3Y=
50'-3
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=89
'-3Y=
50'-3
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=48
'-1Y=
74'-1
1
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=44
'-5Y=
74'-1
1
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5B
X=89
'-3Y=
74'-4
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX
X=79
'-2Y=
74'-4
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5CX2
X=79
'-2Y=
79'-8
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5CX2
X=67
'-4Y=
74'-1
1
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5CX2
X=67
'-4Y=
79'-8
7
24'-8
6'-5
21'-2
23'-0
725'-0
8'-0
25'-3
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=0'
-7Y=
42'-3
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C
X=69
'-3Y=
51'-4
34/
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5B2
X=23
'-3Y=
0'-7
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C2
X=46
'-3Y=
0'-7
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=23
'-3Y=
50'-3
7'-0
18'-0
7 8'-0 14'-8
16'-8
7'-0
8'-0
10'-0
GRID LINE 6/A (X=0 Y=0)
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5CX2
X=0'
-7Y=
0'-7
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=8'
-7Y=
0'-7
24'-8
7 3'-0 19'-8
23'-3
30'-9
7
25'-3
5'-6
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=0'
-7Y=
50'-3
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX
X=23
'-3Y=
74'-1
1
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=23
'-3Y=
81'-0
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5CX2
X=0'
-7Y=
81'-0
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=3'
-7Y=
81'-0
7
14'-7 5'-5
8'-0
7
7
3
1'-1
34/
9'-0
15'-1
14/
1'-11
1'-10 1'-10
11'-10
4'-9
23'-0
4'-2
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C3
X=75
'-8Y=
51'-4
34/
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C
X=69
'-3Y=
60'-4
34/
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C
X=75
'-8Y=
60'-4
34/
3'-8 19'-3
7
7
6'-5
9'-11
10'-1
5'-4
20'-0
1'-2
15'-0
7
4'-0
6'-6
12/
18'-1
12/
8'-0
3'-6
2'-0
23'-0
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=15
3'-3
Y=79
'-0
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=20
1'-1
1Y=
43'-8
12/
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5CX2
X=20
1'-1
1Y=
51'-8
12/
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=17
8'-3
Y=25
'-7
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=17
8'-3
Y=50
'-3
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5B
X=17
8'-3
Y=72
'-5
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C
X=19
9'-4
Y=72
'-5
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5B
X=19
9'-4
Y=51
'-8 1
2/
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5B2
X=17
8'-3
Y=79
'-0
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C2
X=13
2'-3
Y=17
'-7
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C2
X=13
2'-3
Y=25
'-7
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=13
2'-3
Y=50
'-3
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5B2
X=15
5'-3
Y=25
'-7
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=17
0'-3
Y=25
'-7
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=15
5'-3
Y=50
'-3
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5CX2
X=13
2'-3
Y=74
'-11
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5CX2
X=13
2'-3
Y=79
'-0
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C2
X=10
9'-3
Y=15
'-7
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C2
X=10
9'-3
Y=17
'-7
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=10
9'-3
Y=25
'-7
HSS6X
6X1 4/
( C6.
4)
SEE DETAIL
6A
X=10
9'-3
Y=50
'-3
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=11
1'-1
Y=74
'-11
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5B
X=10
9'-3
Y=74
'-4
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5CX2
X=11
1'-3
Y=79
'-8
73
72'-0
2'-7
8'-0
SEE DWG EM3
21'-0
2'-0
1'-10 1'-10
23'-0
3'-10
74'-2
2'-0
74'-9
21'-0
4'-1
73'-6
23'-0
8'-0 23'-8 7
7
HSS5X
5X3 16/
( C5.
3)
SEE DETAIL
5C2
X=20
1'-1
1Y=
25'-7
21'-1
20'-8
12/
3'-1
6'-7
3'-1
3'-6
24'-3
HSS5X
5X3 8/
( C5.
6)
SEE DETAIL
5BX2
X=15
7'-3
Y=79
'-0
21'-0
2'-7 7
1'-5
12/
3'-2
41
2/2
412/ 2
32
34/
3 234/
A A
2- AB2
PL1"X9 12/ X 0'-9 12/
412/ 412/
A A
2- AB2PL1"X6 X 1'-1
4 4
B B
2- AB1PL34/ "X6 X 0'-11
112/ 4
3 3
41
12/
33
B B
2- AB1
PL34/ "X8 12/ X 0'-8 12/
44
4 4
PL34/ "X11 X 0'-11 4- AB1
41
2/4
12/
412/ 412/
A A
4- AB2
PL1"X13 X 1'-1
44
112/ 112/
B
B
4- AB1
PL34/ "X6 X 0'-11
134/ 134/
41
2/4
12/
4- AB2
A
APL1"X7 12/ X 1'-1
11
2/4
3
3 4 112/
11
2/3
11
2/
11
2/
112/ 3 112/
112/ 4- AB1
PL34/ "X8 12/ X 0'-8 12/
1'-8
12/
41
2/P
RO
J
1G
RO
UT
TYP ANCHOR SETTING FOR AB2SEE DETAILS FOR QTY REQ'D& BOLT PATTERN DIM'S
AB2 - ROD1 14/ X 1'-8 12/
SEE DETAILFOR PL SIZE
SEE PLAN FOR SIZE
112/
112/ 4 3
112/ 3 112/
34
5
11
2/3
11
2/
11
2/
C
C
4- AB1
PL34/ "X8 12/ X 1'-0
HSS5X
5X3 16/
SHO
P WELD
ED
ELEVATO
R F
RAM
EHSS5X
5X3 8/
1'-4
312/
4P
RO
J
1G
RO
UT
TYP ANCHOR SETTING FOR AB1SEE DETAILS FOR QTY REQ'D& BOLT PATTERN DIM'S
AB1 - ROD34/ X 1'-6 14/
SEE DETAILFOR PL SIZE
SEE PLAN FOR SIZE
13
8/
158/ 4
312/
6
4
4P
RO
J
1G
RO
UT
L4X4X38/
AB1 - ROD34/ X 1'-6 14/
HSS5X5X316/HSS5X5X38/ELEVATORDOOR FRAME
0 ISSUED FOR CONSTRUCTION 22/10/2013 BW
A ISSUED FOR APPROVAL 18/10/2013 BW
REV DESCRIPTION DATE BY
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 15/10/13
ROYAL NORTH CENTER
EM2
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
A
2
1
B C D E
5
4
3
F
6
41
2/
444
41
2/
24'-1
4
44
41
2/4
12/
412/
3
3
7
4
7
25'-3
112/
112/
6'-5
9'-0
11
2/
11
2/
112/ 112/
1'-8
34'-9
3
1'-11
24'-8
1'-101'-10
30'-9
23'-0
11'-10
2- AB2
2- AB1
4- AB1
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5CX2
X=67
'-4Y=
79'-8
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=48
'-1Y=
74'-1
1
U/S
B P
L ELE
V=99
'-8
SEE DETAIL
6A
X=69
'-3Y=
50'-3
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C2
X=69
'-3Y=
7'-7
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C
X=75
'-8Y=
60'-4
34/
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C
X=69
'-3Y=
60'-4
34/
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5B
X=10
9'-3
Y=74
'-4
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C2
X=10
9'-3
Y=17
'-7
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=10
9'-3
Y=25
'-7
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=10
9'-3
Y=50
'-3
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=11
1'-1
Y=74
'-11
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=10
7'-5
Y=74
'-11
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5B2
X=23
'-3Y=
0'-7
22'-8
14'-8
10'-0
18'-0
725'-0
4- AB1 4- AB1
GRID LINE 6/A (X=0 Y=0)
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=23
'-3Y=
7'-7
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C2
X=46
'-3Y=
7'-7
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=46
'-3Y=
25'-7
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=46
'-3Y=
50'-3
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5B2
X=0'
-7Y=
25'-7
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=23
'-3Y=
50'-3
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=23
'-3Y=
25'-7
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=0'
-7Y=
42'-3
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=0'
-7Y=
50'-3
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=8'
-7Y=
0'-7
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5CX2
X=0'
-7Y=
0'-7
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C2
X=46
'-3Y=
0'-7
41
2/
412/
7 8'-0
412/ 412/
7'-0
8'-0
2- AB2
2- AB2
7
3
25'-3
44
41
2/4
12/
41
2/4
12/
16'-8
8'-0
2- AB2
2- AB2
2- AB1
3
3
4 4
4 4
44
4
4
4
4
7'-0
2- AB1
4- AB1
2- AB1
2- AB1
4 4
44
44
4 44 4
4 4
44
44
24'-8
4- AB14- AB1
5'-6
23'-3
19'-8
2- AB2
2- AB2
2- AB22- AB2
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5CX2
X=67
'-4Y=
74'-1
1
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=44
'-5Y=
74'-1
1
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX
X=23
'-3Y=
74'-1
1
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=3'
-7Y=
81'-0
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5CX2
X=0'
-7Y=
81'-0
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=23
'-3Y=
81'-0
412/
5'-3
10
41
2/
10
6'-1
412/ 412/
7 3'-0
2- AB2
3
412/
412/
41
2/
7
412/ 412/412/ 412/
1'-10 1'-10
134/ 134/
8
41
2/4
12/
1'-7
5
6
412/ 412/
3
23'-0
21'-2 3'-8 19'-3
4- AB2
2- AB2
2- AB2
412/
72'-0
7'-5
412/
4- AB24- AB2 4- AB2
4- AB1
FO
R C
ON
TIN
UA
TIO
N S
EE
DW
G E
M3
REF. DWG EM1
ENLARGED ANCHOR BOLT SETTING PLAN
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=89
'-3Y=
15'-7
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=83
'-10
Y=15
'-7
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6AX
X=89
'-3Y=
25'-7
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6AX
X=69
'-3Y=
25'-7
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=89
'-3Y=
50'-3
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5CX2
X=69
'-3Y=
15'-7
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C3
X=75
'-8Y=
51'-4
34/
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C
X=69
'-3Y=
51'-4
34/
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C2
X=10
9'-3
Y=15
'-7
4
412/412/412/412/
14'-7 5'-5
78'-0
3
2- AB2 2- AB2
4
4
44
41
2/4
12/
412/
4 4
112/
112/
112/ 112/
1'-1
34/
11
2/1
12/
11
2/1
12/
4- AB1
4- AB1
4- AB1
412/
4
4
4
4
4
4
3
SSPC-SP3, SHOP GREY PRIMER U/ N
2- AB1
2- AB1
41
2/4
12/
412/ 412/
44
4 4
4- AB1
20'-0
18'-2
4- AB1
2- AB2
2- AB2
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5B
X=89
'-3Y=
74'-4
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX
X=79
'-2Y=
74'-4
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5CX2
X=79
'-2Y=
79'-8 U
/S B
PL
ELEV=
100'
-1
SEE DETAIL
5CX2
X=11
1'-3
Y=79
'-86'-5 3'-6
4
15'-1
14/
11
2/
11
2/
4
412/412/
13
4/1
34/
11
2/1
12/
4 4
410
2'-0
9'-8 3
1'-2
4'-9
412/
41
2/3
3'-11
10
9'-11
1'-2
20'-0
5'-4
10'-1
4- AB2
2- AB2
4- AB1
4- AB1
412/
41
2/
74'-9
74'-2
1'-8 4
412/ 412/
4 4
412/ 412/
3'-11
3
2'-0
3'-10
0 ISSUED FOR CONSTRUCTION 22/10/2013 BW
A ISSUED FOR APPROVAL 18/10/2013 BW
REV DESCRIPTION DATE BY
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 16/10/13
ROYAL NORTH CENTER
EM3
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
2
1
3
F G H J K
4
SSPC-SP3, SHOP GREY PRIMER U/ N
7
3'-2
24'-1
412/
25'-3
23'-0
15'-0
1'-101'-10
20'-8
12/
21'-0
ENLARGED ANCHOR BOLT SETTING PLAN
4- AB1
2- AB2
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=15
5'-3
Y=50
'-3
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5B2
X=15
5'-3
Y=25
'-7
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=15
7'-3
Y=79
'-0
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5B
X=17
8'-3
Y=72
'-5
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=15
3'-3
Y=79
'-0
8'-0
24'-8
25'-3
2'-7
8'-0
2- AB1
2- AB1
4- AB1
2- AB1
FO
R C
ON
TIN
UA
TIO
N S
EE
DW
G E
M2
SEE DETAIL
6A
X=10
9'-3
Y=50
'-3
SEE DETAIL
6A
X=10
9'-3
Y=25
'-7
SEE DETAIL
5C2
X=10
9'-3
Y=17
'-7
SEE DETAIL
5C2
X=10
9'-3
Y=15
'-7
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=13
2'-3
Y=50
'-3
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C2
X=13
2'-3
Y=25
'-7
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C2
X=13
2'-3
Y=17
'-7
41
2/4
12/
412/ 412/
72'-0
4
4
4
4
7
10'-0
44
4 4
4
3 4
4
4 4 4
44
44
4 44 4
3'-6
23'-0 23'-0
21'-0 21'-0 4'-0
2- AB2
2- AB22- AB2
SEE DETAIL
5CX2
X=11
1'-3
Y=79
'-8
SEE DETAIL
5B
X=10
9'-3
Y=74
'-4
SEE DETAIL
5BX2
X=10
7'-5
Y=74
'-11
SEE DETAIL
5BX2
X=11
1'-1
Y=74
'-11
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5CX2
X=13
2'-3
Y=79
'-0
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5CX2
X=13
2'-3
Y=74
'-11
74'-9
10
4'-2
74'-2
2'-0
3'-10
3
7
412/412/ 412/
3
412/
41
2/
41
2/
412/
4'-1
2'-02'-0
7
23'-8
718'-1
12/
8'-0
1'-5
12/
6'-6
12/
2- AB1
2- AB2
2- AB2
2- AB2 2- AB2
4- AB1
4- AB1
REF. DWG EM1
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=17
0'-3
Y=25
'-7
U/S
B P
L ELE
V=99
'-1
SEE DETAIL
6A
X=17
8'-3
Y=50
'-3
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=17
8'-3
Y=25
'-7U
/S B
PL
ELEV=
100'
-1
SEE DETAIL
5B
X=19
9'-4
Y=51
'-8 1
2/U
/S B
PL
ELEV=
100'
-1
SEE DETAIL
5CX2
X=20
1'-1
1Y=
51'-8
12/
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5BX2
X=20
1'-1
1Y=
43'-8
12/
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C2
X=20
1'-1
1Y=
25'-7
412/ 412/412/ 412/
8'-0
44
4 4
10
4
4
7
7
10
41
2/4
12/
44
41
2/
412/112/ 112/
2'-7 7
4 4
112/ 112/
4
11
2/1
12/
411
2/1
12/
4 4
3
4'-1
3'-3
10
2
24'-3
6'-7
3'-1
3'-6
3'-1
21'-1 3'-2
4- AB1 4- AB1
2- AB1
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5B2
X=17
8'-3
Y=79
'-0
U/S
B P
L ELE
V=10
0'-1
SEE DETAIL
5C
X=19
9'-4
Y=72
'-5
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 18/10/13
ROYAL NORTH CENTER
E1
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 25/11/13
A ISSUED FOR APPROVAL 31/10/13
REV DESCRIPTION DATE BY
1
2
34
56 G
F
E
D
K
J
H
C
B
A
1
2
3
D
C
B
A
45
6
5
1
2
34
E
D
C
G
F
SEE DWG E3 FORLOW ROOF @ ELEV 118'-4 12/
SEE DWG E11 FORRTU FRAMES
SEE DWG E13 FORSTAIR & H/RAIL
SEE DWG E8 FORCANOPIES @ ELEV 124'-0
SEE DWG E14 FORLADDERS
SEE DWG E4 FORROOF @ ELEV 127'-1 12/
SEE DWG E5 FORSTAIR LANDINGS @ ELEV 106'-8
ROYAL NORTH CENTER ISOMETRIC VIEWS
SEE DWG E2 FOR2ND FLOOR @ ELEV 113'-8
SEE DWG EM1 - EM3 FORANCHOR BOLT PLAN
SEE DWG E6 FOR WINDOW,SILL & HEADER FRAMING
SEE DWG E5 FORHIGH ROOF @ ELEV 131'-10 12/
SEE DWG E9 FORCANOPIES @ ELEV 128'-0
SEE DWG E11 FORRTU FRAMES
SEE DWG E12 FORSTAIR & H/RAIL
SEE DWG E5 FORSTAIR LANDINGS @ ELEV 106'-8
SEE DWG E4 FORROOF @ ELEV 127'-1 12/
SEE DWG E7 FORVERT CROSS BRACING
SEE DWG E14 FORLADDERS
SEE DWG E10 FORELEVATOR FRAMING
SEE DWG E3 FORLOW ROOF @ ELEV 118'-412/
SEE DWG E11 FORRTU FRAMES
SEE DWG E5 FORHIGH ROOF @ ELEV 131'-10 12/
SEE DWG E6 FOR WINDOW,SILL & HEADER FRAMING
SEE DWG E2 FOR2ND FLOOR @ ELEV 113'-8
SEE DWG E9 FORCANOPIES @ ELEV 128'-0
SEE DWG E3 FORLOW ROOF @ ELEV 118'-4 12/
SEE DWG E7 FORVERT CROSS BRACING
SEE DWG E4 FORROOF @ ELEV 127'-1 12/
SEE DWG E14 FORLADDERS
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 18/10/13
ROYAL NORTH CENTER
E3
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 25/11/13
A ISSUED FOR APPROVAL 31/10/13
REV DESCRIPTION DATE BY
6
CBA
1
2
3
4
5
D
E2
1
2
3
G
C
KJH
SECT. B / E3
122'-0"1/2
119'-5"1/2
118'-4"1/2
G
SECT. C / E3
122'-0"1/2
119'-5"1/2
118'-4"1/2
B
SECT. A / E3
124'-0
118'-4"1/2
SECT. D / E3
CUST REF DWG: S5 R0
7
7 8'-0 14'-8
AE2
C2
HSS5X
5X3 16/
HSS5X
5X3 8/
( F1
)
F1C
OL
BENT
HSS5X
5X3 8/
C6
HSS5X
5X3 16/
SEE DWG E2 FOR TYP SECTIONS & DETAILS
LOW ROOF FRAMING PLANNOTES:1) TOP OF STEEL ELEV= 118'-4 12/ U/NOTED (-338/ ) FOR JOIST SHOE DEPTH2) ALL BOLTS 34/ A325 U/NOTED3) SEE JOIST DWG'S FOR JOIST DETAILS
25'-0
316
/16'-7
13
16
/8'-0
30'-9
25'-3
5'-6
1'-1
5'-0
6'-2
LO
OS
E D
EC
K L
LIN
LE
NG
TH
= 6
6'-10
12/
7
LO
OS
E D
EC
K L
LIN
LE
NG
TH
= 8
0'-5
59 PL14/ "X6
B
HSS4X
4X3 16/
POST
(AB
OV
E)
BE2
HSS4X
4X3 16/
POST
(AB
OV
E)
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
HSS5X
5X3 8/
( F2
)
7'-0
8'-0
10'-0
25'-3
B
11'-4 11'-4
6'-2
A
E2
6'-0
TJ
TJ C3
HSS6X
6X1 4/
C4
HSS6X
6X1 4/
B14
W14X
22
(-3
38/)
B7 W14X22
B11 W14X22
B1
W16X
26
(-3
38/)
C1
HSS5X
5X3 16/
B15 HSS7X5X38/TOS EL= 119'-512/SEE DWG E6
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
16"_OWSJ
16"_OWSJ
16"_OWSJ
16"_OWSJ
W14X22 ( F1 )
B12
W14X
22
B38 W8X18
B32 W12X19
B31 W8X18
16"_OWSJ
3'-6
3'-6
6'-0
6'-0
6'-2
TJ
1'-614/
3'-4
1'-114/
6'-2
6'-2
6'-1
12/
6'-2
12/
F27 C4X4.5( RTU-1 )
DET. RTU-1E11
M3 LADDERSEE DWG E14
58 PL14/ "X6
A
TJTJ
C5
HSS6X
6X1 4/
B18
W16X
36
(-3
38/)
B2
W14X
22
(-3
38/)
F2C
OL
BENT
HSS5X
5X3 8/
B19 HSS7X5X38/TOS EL= 119'-512/SEE DWG E6
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
16"_OWSJ
16"_OWSJ
16"_OWSJ
W14X
22
(F
2)
(-3
38/)
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
16"_OWSJ
16"_OWSJ
1'-614/
AE2
C8
HSS6X
6X1 4/
C7
HSS5X
5X3 16/
B39 HSS7X5X38/TOS EL= 119'-512/SEE DWG E6
B42
W14X
22
F6 HSS7X5X38/TOS EL= 116'-1112/SEE DWG E6
C9
HSS6X
6X1 4/
5'-8 5'-8
6'-2
1'-0
5'-1
23'-3 23'-0
3'-0 19'-8CANOPY ABOVE
SEE DWG E8
B3
W18X
40
(-3
38/)
HSS5X
5X3 8/
F5C
OL
BENT
HSS5X
5X3 8/
HSS5X
5X3 8/
( F5
)
B22
W16X
36
(-3
38/)B6 W14X22
B23 HSS7X5X38/TOS EL= 119'-512/SEE DWG E6
16"_OWSJ
B4 W14X22
HSS4X
4X3 16/
POST
(AB
OV
E)
B28 HSS7X5X38/TOS EL= 116'-1112/SEE DWG E6
B10 W14X22
HSS5X
5X3 8/
( F3
)
F3C
OL
BENT
HSS5X
5X3 8/
F4H
SS5X5X
3 8/
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
B5
W14X
22
W14X22
B8
W14X
22
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
B8
W14X
22
B47 HSS7X5X38/TOS EL= 116'-1112/SEE DWG E6
5'-85'-9
21'-0
4'-6
LOOSE DECK L LIN LENGTH= 69'-3
23'-0
M3 LADDERSEE DWG E14
F13C
OL
BENT
HSS5X
5X3 8/
HSS4X
4X3 16/
POST
(AB
OV
E)
B148
W14X22
C32
HSS5X
5X3 16/
24'-8
25'-3
B23 HSS7X5X38/TOS EL= 119'-512/SEE DWG E6
724'-8
25'-3
B23 HSS7X5X38/TOS EL= 119'-512/SEE DWG E6
B144
W14X
22
B59 HSS5X5X14/TOS EL= 116'-1112/SEE DWG 56
C33
HSS6X
6X1 4/
1'-0
3'-1
4'-1
3'-6
HSS5X
5X3 8/
( F13
)
B144
W14X
22
B28 HSS7X5X38/TOS EL= 116'-1112/SEE DWG E6
3'-1
5'-11
20'-11
2'-10
12/
2'-7
5'-6
24'-3
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
18"_
OW
SJ
B172
W8X
18
C39
HSS5X
5X3 16/
C40
HSS5X
5X3 16/
6
5'-9
15'-0
DET. RTU-7E11
F42 C4X4.5( RTU-7 )
SEE DWG E2 FOR TYP SECTIONS & DETAILS
LOW ROOF FRAMING PLANNOTES:1) TOS ELEV & U/SIDE DECK ELEV= 118'-4 12/ U/NOTED "(-338/ )"" FOR JOIST SHOE DEPTH2) ROOF SLOPE & LOW POINT ELEV NOTED ON PLAN3) ALL BOLTS 34/ A325 U/NOTED4) SEE JOIST DWG'S FOR JOIST DETAILS
B171
W14X22
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
TJ
B158 W8X18 (-338/ )
C34
HSS5X
5X3 16/
B153 W16X26 (-338/ )
6
5'-0
DET. RTU-6E11
F41 C4X4.5( RTU-6 )
ROOF lLOW POINT -3U/S DECK EL= 118'-1 12/
TJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ 1
8"_
OW
SJ
18"_
OW
SJ
B159 W16X36 (-338/ )
C35
HSS6X
6X1 4/
B154 W18X40 (-338/ )
4'-6 4'-6 4'-6
3'-012/
5'-9 5'-9
3'-012/
5
8'-0 18'-2
W14X22 ( F15 ) (-338/ )
F15C
OL
BENT
HSS5X
5X3 8/
HSS5X
5X3 8/
( F15
)
TJ
B166 W14X22 (-338/ )
3'-012/
6
5'-9 5'-11 5'-11 5'-11
DET. RTU-8E11
F43 C4X4.5( RTU-8 )
TJ
ROOF lLOW POINT -3U/S DECK EL= 118'-1 12/
TJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
B173
W8X18
B170
W14X22
B169
W14X22
B168
W14X
22
B167 W16X36 (-338/ )
C36
HSS6X
6X1 4/
5'-9 11'-6
25'-0 21'-2
71
2/
2'-0
23'-0
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
CANOPY ABOVESEE DWG E8
D
E2
B
E2
A
E2
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
W14X22
HSS5X
5X3 8/
( F14
)
F14C
OL
BENT
HSS5X
5X3 8/
TJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
C38
HSS5X
5X3 16/
B161 W14X22 B164 W14X22
B163 W14X22B165 W14X22 (-338/ )
B156
W14X
22
C37
HSS5X
5X3 16/
B162
W14X
22
B157
W14X
22
B157
W14X
22
B152 W14X22
B155
W14X
22
B155
W14X
22
B150
W14X
22
B149
W14X
22
5'-9 5'-9
LOOSE DECK L LIN LENGTH= 20'-11 78/
6'-6
1'-5
12/
6'-7
5'-0
12/
18'-1
12/
8'-0
7
7
CANOPY ABOVESEE DWG E8
DE2
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS4X
4X3 16/
POST
(AB
OV
E)
HSS5X
5X3 8/
( F16
)
HSS4X
4X3 16/
POST
(AB
OV
E)
F16C
OL
BENT
HSS5X
5X3 8/
HSS4X
4X3 16/
POST
(AB
OV
E)
W14X
22
HSS4X
4X3 16/
POST
(AB
OV
E)
B174
W14X
22
C41
HSS5X
5X3 16/
33
8/
3
SEE PLAN FORSIZE & MARK
SEE PLAN FORSIZE & MARK
M2 DECK L4X4X14/SHOP WELDED TO BEAM
WT4X9
1'-1
2'-7
SEE PLAN FORSIZE & MARK
HSS7X5X38/U/SIDE EL= 122'-012/SEE DWG E6
DECK L4X4X14/SHOP WELDED TO BEAM
HSS7X5X38/TOS EL= 119'-512/SEE DWG E6
33
8/
3
2'-7
1'-1
OWSJ (BY OTHERS)
HSS7X5X38/TOS EL= 119'-512/SEE DWG E6
SEE PLAN FORSIZE & MARK
LOOSE DECK L4X4X14/SEE PLAN FORLIN LENGTH REQ'DFIELD CUT FROM STOCKLENGTHS AS REQ'D
HSS7X5X38/U/SIDE EL= 122'-012/SEE DWG E6
5'-7
12/
5'-11
12/
HSS4X4X316/SHOP WELDED TO BEAM
CANOPY FRAMINGSEE DWG Exx
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 18/10/13
ROYAL NORTH CENTER
E4
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 25/11/13
A ISSUED FOR APPROVAL 31/10/13
REV DESCRIPTION DATE BY
1
2
3
4
5
GFEDCB
AE2
A
E2
127'-1"1/2
1
SECT. A / E4
CUST REF DWG: S7 R0
LOOSE DECK L LIN LENGTH= 46'-5 12/
2'-7
7'-11
34/
24'-8
14/
24'-8
7
75'-7
5'-8
M3 LADDERSEE DWG E14
AE2
NOTES:1) TOS ELEV & U/SIDE DECK ELEV= 127'-1 12/ U/NOTED "(-338/ )" FOR JOIST SHOE DEPTH2) ROOF SLOPE & LOW POINT ELEV NOTED ON PLAN3) ALL BOLTS 34/ A325 U/NOTED4) SEE JOIST DWG'S FOR JOIST DETAILS
C33
HSS6X
6X1 4/
C32
HSS5X
5X3 16/
HSS4X4X316/ POSTSFOR CANOPY ABOVE(SEE DWG E9)
12'-0
12/
36'-6
36'-6
12'-7
12/
5'-9
5'-1 1'-0
19'-3
5'-7
24'-8
8'-0
10'-0
24'-1
4'-9
25'-3
23'-0
DET. RTU-3E11
F33 C4X4.5( RTU-3 )
F30 C4X4.5( RTU-9 )
F31 C4X4.5( RTU-9 )
ELEVATORFRAME F8
SEE DWG E10
C13
HSS6X
6X1 4/
C11
HSS5X
5X3 8/
C10
HSS5X
5X3 16/
HSS5X
5X3 8/
( F7
)
B106
W14X
22
C14
HSS4X
4X1 4/
C23
HSS4X
4X1 4/
B106
W14X
22
C58
HSS4X
4X1 4/
3'-4
5'-924'-8
25'-3
SL
OP
E D
OW
N
817'-11
8'-0
10'-0
C3
HSS6X
6X1 4/
C4
HSS6X
6X1 4/
B16
W8X
18
B34 W16X26 (-338/ )
B40 W14X22 (-338/ )
16
" _O
WS
J
1'-114/
5'-9
M3 LADDERSEE DWG E14 C
5H
SS6X6X
1 4/
B20
W8X
18
B36 W16X26 (-338/ )
16"_
OW
SJ
B26 W14X22
1'-6
14/ 1
'-6
14/
5'-0
5'-0
SL
OP
E D
OW
N
SLOPE DOWNSLOPE DOWN
ROOF lLOW POINT -1 14/U/S DECK EL= 127'-0 14/
DET. RTU-10E11
F29 C4X4.5( RTU-10 )
F32 C4X4.5( RTU-10 )
TJ
TJ
TJ
BE2
16
" _O
WS
J
C8
HSS6X
6X1 4/
C7
HSS5X
5X3 16/
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
16
" _O
WS
J
16
" _O
WS
J
16
" _O
WS
J
B52 W14X22 (-338/ )
B34 W16X26 (-338/ )
16
" _O
WS
J
16
" _O
WS
J
12'-7
12/
5'-9
DET. RTU-2E11
DET. RTU-9E11
F28 C4X4.5( RTU-2 )
TJ
ROOF lLOW POINT -3U/S DECK EL= 126'-10 12/ C9
HSS6X
6X1 4/
16"_
OW
SJ
16"_
OW
SJ
16"_
OW
SJ
B49 W16X26 (-338/ )
16"_
OW
SJ
16"_
OW
SJ
16"_
OW
SJ
3'-012/
5'-9 5'-9
1'-6
14/ 1
'-6
14/
SL
OP
E D
OW
N
SLOPE DOWN
3'-4
3'-012/
5'-9 5'-9
SLOPE DOWN
21'-2
23'-0
CANOPY ABOVESEE DWG E9
5'-8
7
CANOPY BELOWSEE DWG E8
B24
W14X
22
HSS4X4X316/ POSTSFOR CANOPY ABOVE(SEE DWG E9)
B27
W14X
22
B30 W14X22
B25 W14X22
5'-0 5'-0 5'-0
1'-10
3'-8
F5C
OL
BENT
HSS5X
5X3 8/
HSS5X
5X3 8/
( F5
)
B43
W14X
22
B35
W14X
22
B35
W14X
22
W14X22
B54
W14X
22
B53
W14X
22
B44
W14X
22
B48 W14X22
3'-0
3'-0
12/
1'-6
14/ 1
'-6
14/
12'-0
12/
7'-0
6'-8
SL
OP
E D
OW
N DET. RTU-13E11
DET. RTU-4E11
F38 C4X4.5( RTU-13 )
F36 C4X4.5( RTU-13 )
SEE DWG E2 FOR TYP SECTIONS & DETAILS
ROOF lLOW POINT -3U/S DECK EL= 126'-10 12/
M7 LADDERSEE DWG E14
ROOF FRAMING PLAN
C19
HSS5X
5X3 8/
C20
HSS5X
5X3 8/
B88 W16X26 B118 W8X18B103 W8X18
AE2
AE2
B60
W8X
18
ROOF HATCH
TJ
C12
HSS6X
6X3 8/
B86
W8X
10
B63
W16X
26
B93 W14X22 (-338/ )
B86
W8X
10
SL
OP
E D
OW
N
SLOPE DOWN
ROOF lLOW POINT - 78/U/S DECK EL= 127'-0 58/
TJ C21
HSS6X
6X3 8/
B93 W14X22 (-338/ )
B179
W16X
26
B114
W8X
10
6'-0
2'-2
6'-8
SLOPE DOWN
DET. RTU-11E11
F34 C4X4.5( RTU-11 )
TJ
TJROOF lLOW POINT -3U/S DECK EL= 126'-10 12/
C22
HSS6X
6X1 4/
16"_
OW
SJ
16"_
OW
SJ
B82 W8X10
B95 W16X26 (-338/ )
B121 W16X26 (-338/ )
16"_
OW
SJ
16"_
OW
SJ
16"_
OW
SJ
F8H
SS5X5X
3 16/
W8X
10
W8X
18
W8X
18
W8X18
W8X18
6'-8 6'-8
3'-6
3'-4
6'-8
F35 C4X4.5( RTU-4 )
SL
OP
E D
OW
N
72'-0
SL
OP
E D
OW
N
SLOPE DOWNSLOPE DOWN
B130
W8X
10
ROOF lLOW POINT - 34/U/S DECK EL= 127'-0 34/
TJ
C
E2
AE2
C27
HSS6X
6X1 4/
C31
HSS5X
5X3 16/
C26
HSS5X
5X3 16/
C25
HSS5X
5X3 16/
B133 W8X18
B136 W16X26 (-338/ )
B126
W8X
10
B130
W8X
10
B181
W8X
10
B125 W8X18
B180
W8X
10
B143
W8X
18
7'-0
5'-9
DET. RTU-12E11
F39 C4X4.5( RTU-12 )
DET. RTU-5E11
F40 C4X4.5( RTU-5 )
TJ
C28
HSS6X
6X1 4/
B134 W16X26 (-338/ )
16"_
OW
SJ
16"_
OW
SJ
16"_
OW
SJ
16"_
OW
SJ
16"_
OW
SJ
B145
W8X
18
B140 W14X22
6'-8 5'-9
SL
OP
E D
OW
NS
LO
PE
DO
WN
3'-4
SL
OP
E D
OW
N
F37 C4X4.5( RTU-12 )
3'-4
5'-9 5'-9
ROOF lLOW POINT -3U/S DECK EL= 126'-10 12/
18'-2
LOOSE DECK L LIN LENGTH= 28'-2 18/
20'-0
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
B131
W14X
22
B131
W14X
22
B138 W14X22
16"_
OW
SJ
W14X22
B147
W14X
22
B141 W14X22
1'-11 6'-5 3'-6
3'-10
5'-44'-2
11'-10 10'-1
1'-2
20'-0
F7C
OL
BENT
HSS5X
5X3 8/
F9C
OL
BENT
HSS5X
5X3 8/
HSS5X
5X3 8/
( F9
)
C24
HSS5X
5X3 16/
B66
W14X
22
B85
W14X
22
B57 W8X10
B72 W8X10
B123 W14X22 (-338/ )
16"_
OW
SJ
16"_
OW
SJ
B100 W14X22 (-338/ )
B89 W8X10
B77 W14X22
1'-1 5'-1 5'-0 5'-0 5'-0
3'-8 21'-2
3'-10
7
1'-10
23'-0
CANOPY ABOVESEE DWG E9
C
E2
C30
HSS5X
5X3 8/
C29
HSS5X
5X3 16/
F11C
OL
BENT
HSS5X
5X3 8/
HSS5X
5X3 8/
( F11
)
B139
W14X
22
FIELD NOTE: THISCONN ON WEST SIDE
CANOPY BELOWSEE DWG E8
10
12/
3
2'-6 7
10
12/
EL. +128'-0
HSS4X4X316/SHOP WELDED TO BEAM
DECK L4X4X14/SHOP WELDED TO BEAM
SEE PLAN FORSIZE & MARK
SEE PLAN FORSIZE & MARK
CANOPY FRAMINGSEE DWG Exx
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 25/10/13
ROYAL NORTH CENTER
E5
CHECKED BY:DATE: (D/M/Y)
11/04/13IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 25/11/13
A ISSUED FOR APPROVAL 31/10/13
REV DESCRIPTION DATE BY
1
B
B
A
A
ED
C
C
F
E
E
1
D
3
4
D
1
127'-1"1/2
A - A
1
127'-1"1/2
B - B
1
127'-1"1/2
C - C
113'-8
D - D
113'-8
C - C
113'-8
1
E - E
SEE DWG E2 FOR TYP SECTIONS & DETAILS
CUST REF DWG: S9 & S4 R0
6'-5
20'-0
B109 W8X18TOS EL= 131'-8
B55
W8X
18
B74
W8X
10
HSS4X
4X1 4/
C14
B9
1W
8X
10
B101
W8X
10
B101
W8X
10
B101
W8X
10
HSS4X
4X1 4/
C23
B78 W8X18TOS EL= 131'-1012/
HSS5X
5X3 8/
( C30
)
B101
W8X
10
HSS4X
4X1 4/
C58
3'-8 2'-9 6'-5
1'-11 20'-0
9'-2
5'-0
4'-2
SLO
PE
DO
WN
F20 SEE DWG E9
NOTES:1) TOS ELEV= 131'-1012/ @ HIGH POINT2) ALL BOLTS 34/ A325 U/NOTED
HIGH ROOF FRAMING PLAN
AE2
A
E2
HSS5X
5X3 8/
( F9
)
HSS5X
5X3 8/
( F7
)
B113 W14X22TOS EL= 131'-1012/
5'-11 5'-11 6'-5 6'-5
2'-0
B128
W8X
18 F21 SEE DWG E9
FIELD NOTE: THISCONN ON WEST SIDE
AE2
74'-2
4'-9
AE2
A
E2
AE2
F7C
OL
BENT
HSS5X
5X3 8/
F9C
OL
BENT
HSS5X
5X3 8/
HSS5X
5X3 8/
( F9
)
HSS5X
5X3 8/
( F7
)
B81 W8X10
C15
HSS3X
3X3 8/
B75 W8X10
B67
W8X
10
B80
W8X
10
1'-2
7
11'-10
4'-1112/
9'-11
1'-9
3'-7
5'-3
15
16
/
SEE E12 FOR STAIR & H/RAIL
SS1000 C10X15.3
NOTES:1) TOS ELEV ELEV= 106'-8 2) ALL BOLTS 34/ A325 U/NOTED
NORTH STAIR LANDING PLAN
5'-0
7
710'-0
SEE E13 FOR STAIR & H/RAIL
NOTES:1) TOS ELEV ELEV= 106'-8 2) ALL BOLTS 34/ A325 U/NOTED
SOUTH STAIR LANDING PLAN
VERT BRACINGSEE DWG E7
VERT BRACINGSEE DWG eXX
AE2
A
E2
AE2
C C
D D
C16
HAN
GER
HSS3X
3X3 8/
HSS6X
6X3 8/
C12
HSS5X
5X3 8/
C11
B73
W8X
10
B61
W8X
10
B69 W8X10
C17
HAN
GER
HSS3X
3X3 8/
B68 W8X10
B70 W8X10
C18
HAN
GER
HSS3X
3X3 8/
10'-0
3'-11
5'-0 4'-2
B66 W14X22
C14
HS
S4X
4X
14/
4'-6
12/
4'-9
B55 W8X18
3'-10 1'-2
5'-0
4'-7
+131'-8
B175 W8X18
+127'-1
HSS5X5X316/ C24
B109 W8X18
C23
HS
S4X
4X
14/
B106 W14X22SLOPING)
7
5'-0 4'-2
3'-10 1'-2
+131'-1012/ +131'-8
B128 W8X18(SLOPING)
F21
C58
HS
S4X
4X
14/
+127'-1
B106 W14X22(SLOPING)
C29
4'-7
3'-1
10
12/
4'-9
+128'-0
C30
F11
6'-8
58/
33
8/
B70 W8X10
+106'-8
C18
HS
S3X
3X
38/
B92 W18X40
7'-0
+106'-8
C16 HSS3X3X38/
C17 HSS3X3X38/
B69 W8X10
V11 HSS4X4X14/
B87 W16X26
7
7'-0
+106'-8
B67 W8X10
C15
HS
S3X
3X
38/
B65 W8X18
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 25/10/13
ROYAL NORTH CENTER
E7
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 25/11/13
A ISSUED FOR APPROVAL 31/10/13
REV DESCRIPTION DATE BY
127'-1"1/2
113'-8
100'-0
ED
DET. A DET. B
127'-1"1/2
113'-8
100'-0
4 3
100'-0
127'-1"1/2
113'-8
4 3
100'-0
D
DETAIL A
100'-0
DETAIL B
7'-0
14'-7
13'-8
FIELD NOTE:BRACE CONN PL ON NS (TYP)
CROSS BRACING @ LINE 4
C17 HSS3X3X38/
C16 HSS3X3X38/
B102 W8X18
V9HSS4X
4X1 4/
B103 W8X18
6'-8
+106'-8
GRADE BEAM
V8HSS4X
4X1 4/
5
3'-11
B69 W8X10
13'-5
12/
B88 W16X26
V9HSS4X
4X1 4/
5
HSS5X5X38/ C20
V12HSS4X
4X1 4/
V13 HSS4X4X14/
V11HSS4X4X 1
4/
5'-5
V10HSS4X4X 1
4/HSS5X5X38/ C19
B116 W16X26
B117 HSS7X5X38/
F10 HSS7X5X38/
HSS5X5X316/
B118 W8X18
B97 W8X18
10'-0
10'-0
13'-8
13'-5
12/
FIELD NOTE:BRACE CONN PL ON NS (TYP)
CROSS BRACING @ LINE E
B105 W16X26
V14
HSS4X
4X1
4/
V4
HSS4X
4X1
4/
B179 W16X26
GRADE BEAM
V15
HSS4X
4X1 4/
V5
HSS4X
4X1 4/
5
V13
HSS4X
4X1 4/
7
V3
HSS4X
4X1 4/
HSS6X6X38/ C21
5
7
Z469 PL7 14/ "X157 12/
10'-0 7
7 10'-0
13'-5
12/
CROSS BRACING @ LINE D
B62 W16X26
B63 W16X26
V1
HSS4X
4X1 4/
V5
HSS4X
4X1 4/
6'-8
7'-0
13'-8
+106'-8
V6
HSS4X
4X1 4/
5
V2
HSS4X
4X1
4/
V4
HSS4X
4X1
4/
V3
HSS4X
4X1 4/
7'-8
B61 W8X10
V7
HSS4X
4X1
4/
5
FIELD NOTE:BRACE CONN PL ON NS (TYP)
HSS5X5X38/ C11
HSS4X4X14/ V8
HSS4X4X14/ V11
HSS5X5X38/ C19
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 29/10/13
ROYAL NORTH CENTER
E8
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 25/11/13
A ISSUED FOR APPROVAL 31/10/13
REV DESCRIPTION DATE BY
A
1
B
DET. B
1
DET. BDET. B
DET. D
DET. A
G
DET. A
DET. C
DET. BDET. BDET. B
JH
DET. DDET. A
DET. B
DET. B
DET. B
DET. ADET. C
2
3
K
DETAIL ASEE PLAN FOR ORIENTATION
DETAIL BSEE PLAN FOR ORIENTATION
DETAIL CSEE PLAN FOR ORIENTATION
DETAIL DSEE PLAN FOR ORIENTATION
B1 - B1
D1 - D1
A1 - A1
DETAIL ESEE PLAN FOR ORIENTATION
E2 - E2
E1 - E1
E2
E2
DETAIL FSEE PLAN FOR ORIENTATION
CUST REF DWG: S6 R0
SEE DWG E9 FOR HIGH ROOF CANOPIES
5'-6
3'-1 5'-8 5'-8 5'-8 5'-8 5'-1
57'-11
5'-1
2'-10
6
9'-2
1'-4
5'-0
2'-10
30'-10
2'-6 23'-3 5'-1
PL38/ "X3
CANOPY POST BASE PL @ EL. 118'-412/SEE PLAN ON E3
DET. ADET. BDET. B
NOTES:1) ALL HSS4X4X316/ U/NOTED 2) ALL BOLTS 34/ A325
NORTH-WEST CANOPY FRAMING @ ELEV. 124'-0
DET. D
DET. C
DET. B
DET. A
HSS5X
5X3 8/
( F4
)
HSS4X
4X3 16/
(BELO
W)
F4
HSS4X
4X3 16/
(BELO
W)
B10
HSS4X
4X3 16/
(BELO
W)
B10
HSS4X
4X3 16/
(BELO
W)
B10
HSS4X
4X3 16/
(BELO
W)
F3
HSS4X
4X3 16/
(BELO
W)
F4
HSS4X
4X3 16/
(BELO
W)
B3
F17 HSS4X4X316/
7
1'-0
5'-9
56'-2
23'-0
DET. E
NOTES:1) ALL HSS4X4X316/ U/NOTED 2) ALL BOLTS 34/ A325
NORTH-EAST CANOPY FRAMING @ ELEV. 124'-0
CANOPY POST BASE PL @ EL. 118'-412/SEE PLAN ON E3
HSS4X
4X3 16/
(BELO
W)
F14
1'-0
55'-11
3'-1
2'-10
3'-6
5'-1 5'-9 5'-9 5'-9
HSS5X
5X3 8/
( F13
)
F23 HSS4X4X316/
HSS4X
4X3 16/
(BELO
W)
F13
HSS4X
4X3 16/
(BELO
W)
F13
HSS4X
4X3 16/
(BELO
W)
B152
HSS4X
4X3 16/
(BELO
W)
B152
HSS4X
4X3 16/
(BELO
W)
B152
2'-5
12/
2'-10
12/
5'-11
12/
2'-10
5'-9 5'-9 5'-9 5'-9 5'-1
23'-0
DET. F
F25
HS
S4X
4X
316
/
F24 HSS4X4X316/
HSS4X
4X3 16/
(BELO
W)
B164
HSS4X
4X3 16/
(BELO
W)
B161
HSS4X
4X3 16/
(BELO
W)
B161
HSS4X
4X3 16/
(BELO
W)
B161
HSS4X
4X3 16/
(BELO
W)
C38
24'-8
1'-5
12/
26'-1
12/
6'-1
8'-7
5'-6 3'-1
2'-7
7
4'-10 3'-1
7'-11
2'-9
6'-6
6'-7
6'-7
6'-5
12/
3'-1
31'-11
12/
F26
HS
S4X
4X
316
/
NOTES:1) ALL HSS4X4X316/ U/NOTED 2) ALL BOLTS 34/ A325
SOUTH-EAST CANOPY FRAMING @ ELEV. 124'-0
CANOPY POST BASE PL @ EL. 118'-412/SEE PLAN ON E3
3'-2
2'-2
7
HSS4X
4X3 16/
(BELO
W)
F16HSS4X
4X3 16/
(BELO
W)
C39
HSS4X
4X3 16/
(BELO
W)
F16
HSS4X
4X3 16/
(BELO
W)
B174
HSS4X
4X3 16/
(BELO
W)
B174
HSS4X
4X3 16/
(BELO
W)
C41
HSS4X
4X3 16/
(BELO
W)
B166
55
A1
A1
PL38/ "X3
L4X4X38/
L4X4X38/
HSS4X
4X3 16/
(BELO
W)
11
2/4
34/
B1
B1
PL38/ "X4
PL38/ "X3
HSS4X
4X3 16/
(BELO
W)
L4X4X38/
434/ 112/
PL38/ "X3
B1B1
L4X4X38/
HSS4X
4X3 16/
(BELO
W)
11
2/1
12/
L4X4X38/PL38/ "X3
D1 D1
21
2/
U/SIDE ELEV. +124'-0
BOLT 34/ "DIA A325 6
PL38/ "X3
PL38/ "X4
L4X4X38/
HSS4X4X316/
FRAME (SEE PLAN)
21
2/
HSS4X4X316/(SEE PLAN)
U/SIDE ELEV. +124'-0
BOLT 34/ "DIA A325 6
PL38/ "X3
L4X4X38/
FRAME (SEE PLAN)
21
2/
U/SIDE ELEV. +124'-0
PL38/ "X3
L4X4X38/L4X4X38/
FRAME (SEE PLAN)
HSS4X4X316/(SEE PLAN)
1'-0
1'-0
116/FRAME
END END
FRAME
3 x BOLT 34/ "DIA A325 512/
HSS4X
4X3 16/
(BELO
W)
E1 E1
E2 E2
L4X3X14/
2
116/FRAME
END END
FRAME
116/FRAME
END END
FRAME
2'-0
MAX
2'-0
MAX
116
/F
RA
ME
EN
DE
ND
FR
AM
E
3 x BOLT 34/ "DIA A325 5 12/
L4X3X14/
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 30/10/13
ROYAL NORTH CENTER
E10
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 25/11/13
A ISSUED FOR APPROVAL 31/10/13
REV DESCRIPTION DATE BY
ELEVATOR FRAME ISOMETRIC(LOOKING SOUTH-EAST)
ELEVATOR FRAME ISOMETRIC(LOOKING NORTH-EAST)
127'-1"1/2
113'-8
100'-0
2
EAST ELEVATION(LOOKING WEST)
DET. A
127'-1"1/2
113'-8
100'-0
2
WEST ELEVATION(LOOKING WEST)
DET. B
127'-1"1/2
113'-8
100'-0
D
NORTH ELEVATION(LOOKING NORTH)
127'-1"1/2
113'-8
100'-0
D
SOUTH ELEVATION(LOOKING NORTH)
113'-8
2
DETAIL A / E10
113'-8
2
DETAIL B / E10
HSS5X5X38/TYP U/NOTED
TOS EL. 127'-078/
EAST
W8X18
W8X18
W8X18
F8
HS
S5X
5X
316
/
HS
S5X
5X
316
/
W8X18
W8X18
W8X18
SOUTH
HS
S5X
5X
316
/
HS
S5X
5X
316
/
TOS EL. 127'-0916/
TOS EL. 127'-112/
TOS EL. 127'-112/
W8X18
W8X18W8X10
TOS EL. 127'-112/
M6 LADDERSEE DWG E14
WESTNORTH
HS
S5X
5X
316
/
HSS5X5X316/
HS
S5X
5X
316
/
F8
HS
S5X
5X
316
/
F34 C4X4.5( RTU-14 )SEE DWG E11
TOS EL. 127'-078/
TOS EL. 127'-112/
TOS EL. 127'-0916/
W8X18
W8X18
W8X18
W8X18
W8X10
W8X18
W8X18
W8X18
W8X18
5'-3
9'-0
5'-3
8'-10
13'-5
12/
F34 C4X4.5
DET. A
W8X18
EL.+127'-01116/
B83 W8X10
B94 W18X40B84 W8X10
3'-4
434/
6
8'-6
5'-2
13'-8
2- 12/ x5 WEDGE BOLTSPOWER FASTERNERS OR EQUIV.3 GA 312/ EMBEDMENT
58/
W8X18
EL.+127'-078/
B85 W14X22
5
33
8/
5
33
8/
1'-134/
(SIM.)
B82 W8X10
B95 W16X26
6
6'-11
12/
DET. B
6'-8
12/
6'-4
716
/7'-1
116
/
W8X18
W8X18
B65 W8X18
B66 W14X22
HS
S6X
6X
14/
C13
(SIM.)
B33 W18X40
B49 W16X26
6
58/
EL.+127'-078/
F8
HS
S5X
5X
316
/
W8X18
W8X18
6'-4
716
/
78/
W8X18
EL.+127'-058/
6'-8
12/
6'-11
12/
6
7'-1
116
/
6'-5
W8X18
1'-134/
212/ 834/
33
8/
32
12/
HSS5X5X316/
W18X40 B94
W8X10 B83
32
12/
212/ 534/
1'-134/
W8X10 STUB
HSS6X6X14/ C13
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 25/11/13
ROYAL NORTH CENTER
E11
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 29/11/13 ISSU
A ISSUED FOR APPROVAL 25/11/13 BW
REV DESCRIPTION DATE BY
5'-6
12/
63'-4
3'-012/
5'-11
DET. C
DET. A(TYP U/N)
F43 C4X4.5( RTU-8 )
18"_OWSJ
18"_OWSJ
18"_OWSJ 18"_OWSJ
B167 W16X36
F46 C4X4.5( RTU-8 )
DETAIL RTU-8(DWG. E3 )
3'-012/
3'-4
2'-2
12/
6'-2
DET. A(TYP U/N)
16"_OWSJ
16"_OWSJ
F27
C4X
4.5
(R
TU
-1)
DETAIL RTU-1E3
5'-6
12/
63'-4
3'-012/
4'-6
DET. C
DET. B
DET. BDET. B
DET. A(TYP U/N)
F41 C4X4.5( RTU-6 )
B150
W14X
22
B155
W14X
22
18"_OWSJ
B154 W18X40
18"_OWSJ
F44 C4X4.5( RTU-6 )
DETAIL RTU-6(DWG. E3 )
5'-6
12/
63'-4
3'-012/
5'-9
DET. A(TYP U/N)
DET. C DET. B
DET. BDET. B
B159 W16X36
18"_OWSJ18"_OWSJ
B157
W14X
22
B157
W14X
22
F42 C4X4.5( RTU-7 )
F45 C4X4.5( RTU-7 )
DETAIL RTU-7(DWG. E3 )
5'-612/3'-0
12/
6'-8 5'-9
3'-4
DET. A(TYP U/N)
DET. E
DET. E
F36 C4X4.5( RTU-13 )
F38 C4X4.5( RTU-13 )
DETAIL RTU-13(DWG. E4 )
5'-612/
3'-0
12/
3'-4
6'-8 5'-9
DET. B
DET. BDET. D
DET. DDET. A(TYP U/N)
F39 C4X4.5( RTU-12 )
F37 C4X4.5( RTU-12 )
16"_OWSJ
B106
W14X
22
B131
W14X
22
DETAIL RTU-12(DWG. E4 )
5'-6
12/
2'-2
12/
3'-4
3'-012/
6'-8
DET. A(TYP U/N)
16"_OWSJ16"_OWSJ
F35 C4X4.5( RTU-4 )
DETAIL RTU-4(DWG. E4 )
5'-6
12/
2'-2
12/
3'-4
3'-012/
5'-9
DET. A(TYP U/N)
F40 C4X4.5( RTU-5 )
16"_OWSJ16"_OWSJ
DETAIL RTU-5(DWG. E4 )
3'-6
6'-11
2'-2
DET. A(TYP U/N)
DET. B
DET. B
F8
W8X
18
16"_OWSJ
F34 C4X4.5( RTU-11 )
DETAIL RTU-11(DWG. E4 )
3'-0
12/
5'-612/
3'-4
5'-9 5'-9
DET. E
DET. EDET. A
(TYP U/N)
16"_OWSJ
F32 C4X4.5( RTU-10 )
F29 C4X4.5( RTU-10 )
16"_OWSJ
16"_OWSJ
DETAIL RTU-10(DWG. E4 )
5'-6
12/
3'-4
2'-2
12/
3'-012/
5'-9
DET. A(TYP U/N)
16"_OWSJ 16"_OWSJ
F33 C4X4.5( RTU-3 )
DETAIL RTU-3(DWG. E4 )
3'-0
12/
5'-612/
3'-4
5'-9 5'-9
DET. D
DET. DDET. B(TYP U/N)
B44
W14X
22
F31 C4X4.5( RTU-9 )
F30 C4X4.5( RTU-9 )
B35
W14X
22
B43
W14X
22
DETAIL RTU-9(DWG. E4 )
3'-012/
5'-6
12/
3'-4
2'-2
12/
5'-9
F28 C4X4.5( RTU-2 )
DET. A(TYP U/N)
16"_OWSJ
16"_OWSJ
DETAIL RTU-2(DWG. E4 )
6
14/ 14/TYP
C4X4.5SEE PLAN
C4X4.5SEE PLAN
2- L2-12/ X2-12/ X516/ 2- L2-12/ X2-12/ X516/
SEE PLAN
DETAIL C
21116/ 4516/
614/ 1316/
C4X4.5 RTU FRAMESEE PLAN FOR MARKS
JOIST TOP CHORD(BY OTHERS)
14/
L7X4X38/ x 5
DETAIL A
312/
C4X4.5SEE PLAN
SEE PLAN
L5X5X38/ x 5
14/
DETAIL B
312/ 312/
14/C4X4.5SEE PLAN
C4X4.5SEE PLAN
L5X3X38/L5X3X38/
SEE PLAN
DETAIL D
4 4
318/ 318/
516/
60°
PP
14/14/
14/14/
L6X4X38/L6X4X38/
C4X4.5SEE PLANC4X4.5
SEE PLAN
JOIST TOP CHORD(BY OTHERS)
DETAIL E
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 25/11/13
ROYAL NORTH CENTER
E14
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 29/11/13 ISSU
A ISSUED FOR APPROVAL 25/11/13 BW
REV DESCRIPTION DATE BY
A
A
A - A
B - B
C - C
5'-6
M6 ACCESS LADDER
FRAME F8
1'-6 +/- FIELD LOCATE
9@
1'-0
6
9'-6
ELEVATOR PIT ACCESS LADDER
CC
BB
LAG SCREW W/1/2 DIA SCREWSINTO WOOD BLOCKING (BY OTHERS)
12/ X312/ WEDGE BOLT(4 REQ'D IN CONC)
81
2/
JANITOR ROOM @ LINE 3 (LOOKING SOUTH)
FIN 2ND FLOOR
ROOF HATCH ACCESS LADDER
BB
M7 ACCESS LADDER
T.O. LADDER
T.O. RUNG
+128'-812/
+127'-112/
16"_OWSJ
+128'-0
+114'-0
1'-2
12/
4'-0
4'-0
2'-3
2'-6
1'-5
(ES
T. T
.O. P
AR
AP
ET
)
6516/CLEAR
2'-91316/ +/- (EST.)
5'-3 8'-5
14@
1'-0
1'-7
12/
10@
1'-0
1'-1
12/
ONE CAGED LADDER @ GRID G/2
ONE CAGED LADDER @ GRID B/2
SLOPED ROOFINSULATION
M3 CAGED LADDERROD34/
T.O. RUNG
+130'-0
514/ 2'-0 514/
1'-0 1'-4
12/
2'-0
3'-1
3'-1
2'-0
11
12/
1'-0 1'-0
10 10
71
2/10'-6
4'-0
SIM. (LOOKING EAST)
AS SHOWN (LOOKING WEST)
U/SIDE DECK
T.O. PARAPET
+118'-412/
+133'-6
+119'-0
+129'-6
M4 L8X4X12/
2
1'-114/
2'-714/ 1'-1112/
42'-0
12/
61
2/1'-0
1'-0
714/ 9 714/
6 3
10'-6
63
8/
8'-6
12/
5'-11
12/
M5 L8X4X12/
FIELD NOTE:M9 & M10 FORLADDER @ LINE G
ADD CONN'S TO STUDWALL/PARAPET AS REQ'D(BY OTHERS)
Z BAR CONNECTORSBY OTHERS
14/3 SIDES
CHK`D PL38/ "X22 14/
61
2/
2'-012/
134/134/
1'-9
BENT PL38/ X4
LAG SCREW W/1/2 DIA SCREWSINTO WOOD BLOCKING (BY OTHERS)
(LADDER LOCATION)
61
2/
1'-6
M6
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 18/10/13
ROYAL NORTH CENTER
E2
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
0 ISSUED FOR CONSTRUCTION 25/11/13
A ISSUED FOR APPROVAL 31/10/13
REV DESCRIPTION DATE BY
1
2
3
4
6
DCB
5
GFE
SECT. A / E2
SECT. B / E2
DETAIL A
SECT. C / E2
DETAIL BB1 - B1
SECT. C / E2
TYP SHEAR PL CONN ORIENTATION
TYP BEAM TO COL CONNTYPICAL DECK ANGLE SPLKICE DETAILS
CUST REF DWG: S4 R0
7
2'-7
8'-0
24'-8
24'-8
4'-1
7
7
A
C2
HSS5X
5X3 16/
C6
HSS5X
5X3 16/
C33
HSS6X
6X1 4/
C32
HSS5X
5X3 16/
HSS5X
5X3 8/
( F13
)
F13C
OL
BENT
HSS5X
5X3 8/
NOTES:1) TOP OF STEEL ELEV= 113'-8 U/ NOTED (-338/ ) FOR JOIST SHOE DEPTH2) ALL BOLTS 34/ A325 U/NOTED3) SEE JOIST DWG'S FOR JOIST DETAILS
2ND FLOOR PLAN
3'-10
LOOSE DECK L LIN LENGTH= 45'-6 12/
LOOSE DECK L LIN LENGTH= 18'-10
15'-2
14'-3
10'-1
34/
5'-0
14/
19'-6
8'-0
10'-0
4'-9
25'-3
24'-8
3'-212/ 3'-212/ 3'-6116/
23'-0
R1004 PIPE1-14/ STD
SS1000 C10X15.3
AA
C13
HSS6X
6X1 4/
C11
HSS5X
5X3 8/
C10
HSS5X
5X3 16/
18"_
OW
SJ
F8H
SS5X5X
3 16/
HSS5X
5X3 8/
( F7
)
18"_
OW
SJ
B98 W8X18
18"_
OW
SJ
18"_
OW
SJ
3'-10
25'-3
7'-0
24'-8
7'-0
8'-0
10'-0
718'-0
C3
HSS6X
6X1 4/
C4
HSS6X
6X1 4/
B13
W8X
18
B37 W16X26
B33 W18X40 (-338/ )
14"_
OW
SJ
14"_
OW
SJ
3'-10 3'-10
A
C5
HSS6X
6X1 4/
B17
W8X
18
B33 W18X40 (-338/ )
18"_
OW
SJ
18"_
OW
SJ
7
B
TJ
TJ
TJ
C8
HSS6X
6X1 4/
C7
HSS5X
5X3 16/
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
14"_
OW
SJ
14"_
OW
SJ
14"_
OW
SJ
14"_
OW
SJ
14"_
OW
SJ
B50 W16X26
B33 W18X40 (-338/ )
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
14"_
OW
SJ
14"_
OW
SJ
14"_
OW
SJ
14"_
OW
SJ
3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10
TJ
TJ
C9
HSS6X
6X1 4/
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
B33 W18X40 (-338/ )
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
LOOSE DECK L LIN LENGTH= 20'-9
21'-2
23'-0
HSS5X
5X3 8/
( F4
)
F5C
OL
BENT
HSS5X
5X3 8/
HSS5X
5X3 8/
( F5
)
B21
W8X
18
B29 W16X26 (-338/ )
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
W14X22(-338/ )
M1 DECKL4X4X14/
F4C
OL
BENT
HSS5X
5X3 8/
B46 W16X26 (-338/ )
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
5'-6
7
B9 HSS7X5X38/TOS EL= 111'-812/SEE DWG E6
1'-10
3'-5
DET. A
B
LOOSE DECK L LIN LENGTH= 14'-4
4'-0
4'-0
3'-11
14'-7
M7 LADDERSEE DWG E14
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
C16
HAN
GER
HSS3X
3X3 8/
C19
HSS5X
5X3 8/
B87 W16X26 B116 W16X26B102 W8X18
SEE DWG E13 FPRSTAIRS & HANDRAIL
AB58
W8X
18
A
B
TJ
C12
HSS6X
6X3 8/
B62
W16X
26
C18
HAN
GER
HSS3X
3X3 8/
B92 W18X40 (-338/ )
2'-812/ 2'-812/ 4'-0 4'-0
5'-5
A
C20
HSS5X
5X3 8/
C TJ C21
HSS6X
6X3 8/
B119 W18X40 (-338/ )
B97
W8X
18
B104
W8X
10
B105
W16X
26
B111
W8X
10
B111
W8X
10
4'-0
3'-4
15'-6
ELEVATORFRAME F8
SEE DWG E10
TJ
TJ
C22
HSS6X
6X1 4/
18"_
OW
SJ
18"_
OW
SJ
B83 W8X10
B120 W18X40 (-338/ )B94 W18X40 (-338/ )
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
W8X
18
W8X
18
W8X18
W8X18
B84
W8X
10
B71
W8X
10
B79 W8X18
B96
W12X
19
B96
W12X
19
4'-0 4'-0 4'-0
3'-5
4'-0 4'-0 4'-0
3'-4
4'-0 4'-0 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10
72'-0
A
CTJ
B111
W8X
10
C27
HSS6X
6X1 4/
C31
HSS5X
5X3 16/
C26
HSS5X
5X3 16/
C25
HSS5X
5X3 16/
B132 W16X26
B135 W18X40 (-338/ )
B126
W8X
10
B111
W8X
10
B129
W8X
10
B124 W8X18
B129
W8X
10
B129
W8X
10
B129
W8X
10
B129
W8X
10
B58
W8X
18
B21
W8X
18
4'-0 4'-0 3'-10 3'-10 3'-10 3'-10 3'-10 3'-10
TJ
TJ
18"_
OW
SJ
C28
HSS6X
6X1 4/
B33 W18X40 (-338/ )
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
B21
W8X
18
LOOSE DECK L LIN LENGTH= 18'-2
20'-0
20'-0
B56 W8X18
B90
W16X
26
B107
W16X
26
B122 W16X26 (-338/ )
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
18"_
OW
SJ
18"_
OW
SJ
B76 W8X18
W14X
22
W14X
22
C30
HSS5X
5X3 8/
C29
HSS5X
5X3 16/
F11C
OL
BENT
HSS5X
5X3 8/
HSS5X
5X3 8/
( F11
)
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUITB177 W16X26 (-338/ )
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
18"_
OW
SJ
W14X22(-338/ )
18"_
OW
SJ
W14X
22
11'-10 10'-1
1'-11 9'-11
20'-0
C
AA
B99 HSS5X5X14/
F7H
SS5X5X
3 8/
F9H
SS5X5X
3 8/
HSS5X
5X3 8/
( F9
)C
24H
SS5X5X
3 16/
B65
W8X
18
C15
HAN
GER
HSS3X
3X3 8/
1'-2
4'-2
LOOSE DECK L LIN LENGTH= 20'-9
1'-10
3'-8 21'-2
2'-0 21'-0
77
23'-0
B
DET. B
3'-6
B151 HSS7X5X38/
3
SEE PLAN FORSIZE & MARK
DECK L4X4X14/SHOP WELDED TO BEAM
3
33
8/
SEE PLAN FORSIZE & MARK
OWSJ (BY OTHERS)
M2 LOOSE DECK L4X4X14/SEE PLAN FORLIN LENGTH REQ'DFIELD CUT FROM STOCKLENGTHS AS REQ'D
3
M2 LOOSE DECK L4X4X14/
F5 W14X22
WT4X9
HSS BRACE
M1 DECK L4X4X14/CUT TO FIT AROUND HSS BRACE
33
8/
10
SEE PLAN FORSIZE & MARK
OWSJ (BY OTHERS)
M2 LOOSE DECK L4X4X14/SEE PLAN FORLIN LENGTH REQ'DFIELD CUT FROM STOCKLENGTHS AS REQ'D
7
212/ 212/
C29
W14X22 ( F11 )
B1
B1
3
7 3
51
4/
C29
W14X22 ( F11 )
33
8/
14/
OWSJ (BY OTHERS)
SEE PLAN FORSIZE & MARK
SEE PLAN FORSIZE & MARK
SHEAR PL ON EAST & SOUTHBEAM WEB FACE (TYP U/ NOTED)
212/
5@
3-
34/ A
325N
W18
4@
3-
34/ A
325N
W16
3@
3-
34/ A
325N
W12 W
14
2@
3-
34/ A
325N
W8
14/14/
PL38/ "X4
14/
JO
IST
DE
PT
H
112/
3
38/
2
116
/
33
8/
@ ROOF LEVELS
2 x BOLT 34/ "DIA A325 2 14/4" GA
2 x BOLT 34/ "DIA A325 2 14/4" GA
TIE JOIST TYP DETAIL TJ
L4X4X14/ OWSJ (BY OTHERS)
SEE PLAN FORSIZE & MARK
PL14/ "X6
L6X4X12/ X 7
L6X4X12/ X 7
33
8/1
16
/14/
JO
IST
DE
PT
H
38/
2
@ INTERMEDIATE LEVELS
TIE JOIST TYP DETAIL TJ
SEE PLAN FORSIZE & MARK
2 x BOLT 34/ "DIA A325 2 14/4" GA
2 x BOLT 34/ "DIA A325 2 14/4" GA
PL14/ "X6
L6X4X12/ X 7
L6X4X12/ X 7
OWSJ (BY OTHERS)
DECK SUPPORTL3X3X38/ ON OPEN FACE OF COLUMN AS REQ'D (TYP)
M2 LOOSE DECKL4X4X14/ FIELD CUT & WELD TO SUIT
ALYERNATE SPLICEPREFERRED SPLICECTR'D ON SUPPORT
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT8 1 3/4"
3/4"Ø A325N BOLT10 2"
0 ISSUED TO SHOP 15/11/13 BW
A ISSUED FOR APPROVAL 31/10/13 BW
REV DESCRIPTION DATE BY
ONE - BEAM - B46
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
21/10/13
ROYAL NORTH CENTER
B46
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
B46 1
B46 1 W16X26 18'-8" 489 350W
0BEAM
Z63
TOTAL WEIGHT THIS DRAWING 489
GRID LOC T.O.S. ELEVATIONREF DWGQTY
C-D/1 113'-4"5/8E21
33
33
33
33
(-312/ ) W16X26 x 18'-8 (-312/ )
112/
11
2/0
18'-5 18'-6
12/
AAB46
11
2/
1'-612/
1'-6
12/0
4
1'-10
12/
3'-6
5'-4
12/
4
5'-8
12/
3'-6
9'-2
12/
4
9'-6
12/
3'-6
13'-0
12/
4
13'-4
12/
3'-6
16'-10
12/
4
17'-2
12/
1'-512/
18'-8
B46
A - A
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT6 1 3/4"
0 ISSUED TO SHOP 15/11/13 BW
A ISSUED FOR APPROVAL 31/10/13 BW
REV DESCRIPTION DATE BY
ONE - BEAM - B66
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
22/10/13
ROYAL NORTH CENTER
B66
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
B66 1
B66 1 W14X22 18'-10 5/8" 419 350W
0BEAM
Z92
L431 2 L4X3X3/8 5 1/2" 8 300W
P48 2 PL3/8"X2 1/4" 1'-1 1/16" 6 350W
TOTAL WEIGHT THIS DRAWING 433
GRID LOC T.O.S. ELEVATIONREF DWGQTY
D/2-1> 127'-1"1/2E41
33
3 1
2
W14X22 x 18'-10 58/
11
4/
2
112/
11
2/0
18'-758/ 18'-9
18/
33
3
L431
14/3 SIDES
L431
P48
P48
B66
B
B
A
A
8'-918/
8'-9
18/0
712/
9'-4
58/
4'-8 4'-8
0 4'-41116/ 9'-0
11
16
/
11
2/1
12/
L431
L431 P48
P48B66
258/ 258/
32
12/
212/
32
12/
L431
L431
B66
A - A
14/14/
3 SIDES
P48 P48
B66
B - B
SHOP NOTE:PROVIDE 38/ DIA VENT HOLES INTOP & BOTTOM OF COLUMNS
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT4 2 1/4"
GRID LOC REF DWGQTY
B/5 E21
0 ISSUED TO SHOP 15/11/13 BW
A ISSUED FOR APPROVAL 31/10/13 BW
REV DESCRIPTION DATE BY
ONE - COLUMN - C3CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
23/10/13
ROYAL NORTH CENTER
C3
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
C3 1
C3 1 HSS6X6X1/4 27'-11 9/16" 499 CS 1E 350W
0COLUMN
Z31
L8 2 L6X4X1/2 7" 19 300W
L10 8 L4X4X1/4 4" 18 300W
L30 2 L3X3X3/8 6" 7 300W
P3 1 PL3/4"X11" 11" 26 350W
P31 1 PL3/8"X4" 1'-0" 5 350W
P44 3 PL3/8"X4" 9" 11 350W
P49 3 PL3/8"X4" 6" 8 350W
P59 1 PL3/16"X5 1/2" 5 1/2" 2 350W
TOTAL WEIGHT THIS DRAWING 594
34/
18'-534/
18'-5
34/0
19'-234/ 19'-2
34/
0
14'-034/ 14'-0
34/
0
EL.+
99'-1
P3
L10L10L8
L8
C3 North
L10 L10
L10 L10
L10L10
B
B
D
D
E
E
F
F
E
E
2
316/
18/
14/
51
2/
23
4/
21
4/
22
21
4/
21
2/1
8/33
21
2/
21
2/
28'-012/ (HSS6X6X14/ x 27'-11916/ )
3
18'-8
34/
3
18'-11
34/
6 19'-8
34/
7116/
20'-3
13
16
/
2'-61516/ 22'-10
34/
7116/
23'-5
13
16
/
3
14'-3
34/
3'-1058/ 18'-2
38/
3
18'-5
38/
3
18'-8
38/
8'-978/ 27'-6
14/
3
27'-9
14/
51
2/
CUT SQ
A
A
SEAL14/
3 SIDES14/14/
14/14/
14/
L30
L30
P49
P31 P44
P44
P49
P49
P59
P44
2
17'-10716/
17'-10
716
/
0
14'-614/ 14'-6
14/
0
13'-278/ 13'-2
78/
0P44
P49
P49
P59
P44
L10 L10
L8L8
C3
L10 L10
L10L10
L10L10
1'-01516/
18'-11
38/
2
18/
21
2/
21
2/
18/ 18/2
2
51
2/
14/
51
2/
21
2/
21
4/
21
4/
21
2/
21
2/
5'-212/ 19'-8
34/
7116/
20'-3
13
16
/
2'-61516/ 22'-10
34/
7116/
23'-5
13
16
/
3@3 13'-11
78/
4'-938/ 18'-9
14/
3
19'-0
14/
7'-1118/ 26'-11
38/
3
27'-2
38/
3
27'-5
38/
14/14/
BUILD UPAS REQ'D
14/14/
14/14/316/
3 SIDES
14/14/
14/14/
14/14/
L30
L30P3
P49
P31
P44
22
21
4/
214/
2 2
51
4/
514/
C3 North
L10
L10
E - E
18/
18/
P59 P44
P49
C3 North
F - F
2
22
18/
18/
18/
P44
P49
P44
L8
C3 North
D - D
18/
18/
P49
P31
C3 North
B - B 4 4
44
4 x 1516/ "Ø
C3
P3
A - A
SHOP NOTE:PROVIDE 38/ DIA VENT HOLES INTOP & BOTTOM OF COLUMNS
QTY. SITE BOLTS LENGTH
0 ISSUED TO SHOP 15/11/13 BW
A ISSUED FOR APPROVAL 31/10/13 BW
REV DESCRIPTION DATE BY
ONE - COLUMN - C19
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
24/10/13
ROYAL NORTH CENTER
C19
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
C19 1
C19 1 HSS5X5X3/8 26'-11 5/16" 567 CS 1E 350W
0COLUMN
Z250
L17 1 L4X3X3/8 1'-11 3/4" 17 CUT 3" LEG 300W
L18 1 L4X3X3/8 1'-11 3/4" 17 CUT 3" LEG 300W
L27 1 L4X3X3/8 2'-10 3/4" 25 CUT 3" LEG 300W
L28 1 L4X3X3/8 2'-10 3/4" 25 CUT 3" LEG 300W
P49 3 PL3/8"X4" 6" 8 350W
P58 1 PL3/16"X4 1/2" 4 1/2" 1 350W
P76 1 PL1/2"X9 1/2" 1'-2 1/4" 15 350W
P105 1 PL1"X6" 1'-6 3/4" 32 350W
TOTAL WEIGHT THIS DRAWING 705
GRID LOC REF DWGQTY
D-E/4 E21
1
516
/5
16
/
516
/5
16
/
41
2/1
4/
27'-012/ (HSS5X5X38/ x 26'-11516/ )
13'-012/ 13'-0
12/
0 3
13'-3
12/
5
CUT SQ
516/
EL.+
100'-1
SEAL
A
A P49
P58P49P49
P105
P76L28
L27
L18
L17
C19 North
C
C
B
B
316/
21
2/
912/
91
2/0
55
21
2/
41
2/
18/
21
2/
12
1038/
3
13'-012/ 13'-0
12/
0 3
13'-3
12/
13'-212/ 26'-6
3
26'-9
14/3 SIDES
14/14/
14/3 SIDES
516/516/
14/14/
P49
P58
P49
P49P105
P76L28
L27L18
L17
C19
115
16
/5
38/
214/
11
13
16
/
10'-6316/
11'-6
3
11'-9
3
12'-0
6
12'-6
3@3
13'-3
5
13'-8
3
13'-11
3
14'-2
10'-912/
24'-11
12/
3
25'-2
12/
3
25'-5
12/
6
25'-11
12/
3@3
26'-8
12/
3
1 12/
21
2/
14/
41
2/
4316/
18/
18/
11
2/5
8/1
12/
P49
P49
L28
L27C19 North
B - B
11
2/5
8/1
12/
18/
P58
P49L18
L17C19 North
C - C
734/ 412/ 412/ 2
33
2 x 1 916/ "Ø
C19 North
P76
P105
A - A
QTY. SITE BOLTS LENGTH
GRID LOC REF DWGQTY
B/1> E21
0 ISSUED TO SHOP 15/11/13 BW
A ISSUED FOR APPROVAL 31/10/13 BW
REV DESCRIPTION DATE BY
ONE - FRAME - F4CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
27/10/13
ROYAL NORTH CENTER
F4
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
F4 1
F4 1 HSS5X5X3/8 18'-2" 382 CS1E 350W
0FRAME
Z226
L10 12 L4X4X1/4 4" 26 300W
L118 1 W14X22 5'-8" 126 350W Z19
L130 1 W14X22 5'-8" 126 350W Z19
L247 1 HSS4X4X1/4 6'-2 3/8" 71 350W Z41
L261 1 HSS4X4X1/4 7'-9 11/16" 90 350W Z40
L262 1 HSS4X4X1/4 8'-4 7/16" 96 350W Z122
L274 1 HSS4X4X1/4 5'-8" 65 350W Z39
L323 1 L4X4X1/4 6'-0 3/4" 40 300W Z178
L420 1 L3X3X3/8 5" 3 300W
L427 1 HSS4X4X3/16 10 5/16" 8 350W Z230
L487 1 HSS5X5X3/8 26'-11" 566 CS1E 350W Z231
L503 2 HSS4X4X3/16 5'-7 5/16" 99 350W Z11
P18 1 PL1"X6" 1'-1" 22 350W
P19 1 PL1"X7 1/2" 1'-1" 28 350W
P31 2 PL3/8"X4" 1'-0" 10 350W
P44 4 PL3/8"X4" 9" 15 350W
P48 2 PL3/8"X2 1/4" 1'-1 1/16" 6 350W
P49 1 PL3/8"X4" 6" 3 350W
P52 1 PL3/8"X3" 10" 3 350W
P55 3 PL3/16"X3 5/8" 3 5/8" 2 350W
P121 1 PL1/4"X4" 5 3/4" 2 350W
P148 1 PL1/2"X5 3/4" 5 3/4" 5 350W
P154 1 PL1/2"X6" 6" 5 350W
TOTAL WEIGHT THIS DRAWING 1797
B - B
C - C
A - A
E - E
D - D
SHOP NOTE:PROVIDE 38/ DIA VENT HOLES INENDS OF HSS AS REQ'D
18'-312/ (HSS5X5X38/ x 18'-2")
23'-11
1 12/ 5'-7516/ 316/
10'-1112/
10'-11
12/0
7116/
11'-6
916
/
5'-101516/
17'-5
12/
3
17'-8
12/
3
17'-11
12/
43
4/
5
21
2/
21
4/
SHOP NOTE:GRIND SMOOTH NS & FS EDGES & AROUND HOLES
P154
P121
L503
14/14/
L118L323
L10
L130
L261
L10
L247F4 East L262 L274
P18
P44
316
/3
58/
23'-712/RD
4
33
5'-712/
18'-2
1
4
40
8'-4 716/
3 78/
13'-012/ 13'-0
12/
0
6'-10
6
658/ 65
8/
0
6'-1
6'-10
12/
A A
14/
60°
PP
EL.+
100'-1
L420L10
L247
L10
P48
L10 L10
L10
L261
L130
P49
P44P18
L274
P19
L262
L487
P44
L10
P52
27'-012/
27'-11
26'-11
3'-81516/ 26'-2
12/
P44L10
L10
L10 L10
38/ (14/ )
44°
PP
38/ (14/ )
44°
PP
38/ (14/ )
46°
PP
14/BS (TYP)
516/
516/
316/3 SIDES
14/BS
(316/ )PP, BS
14/TYP
12/ (14/ )
38°
PP
38/ (14/ )
46°
PP
14/14/
14/BS, B/E
14/BS
C
C
B
B
E
E
CUT SQ
CUT SQ
L10L10
35
8/
3
61
4/
23'-712/RD
6'-1
12/
18/
6'-0
34/
5'-712/
6'-4
6'-8
6'-318/
12'-11
18/
4'-812/
17'-7
58/
678/
18'-2
12/
43
16
/
4 78/
6'-2 38/
3 58/
7'-9 1116/
2 12/
6'-10 4'-812/
6'-138/ 6'-8
5'-814/ 12'-4
14/
1'-134/ 13'-6
3'-634/ 17'-0
34/
SHOP NOTE:GRIND SMOOTH NS & FS EDGES & AROUND HOLES
P154
P55
P55
P121
L503
L503
14/BS
14/
60°
PP
(316/ )PP, BS
14/14/
14/
45°
PP
SEAL
14/14/
3 SIDES
D
D
14/14/
14/14/
14/14/
TYP
12/ (14/ )
44°
PP
38/ (14/ )
46°
PP
14/
60°
PP
14/
60°
PPB/E
F4
P48
P31
P31
P44
L118
L3232
2
11
11
16
/12
1 916/
2 12/
7 16/ 1 12/
11
12/
12
34/
5'-5 2516/
14/
5'-7516/ 316/
316
/3
58/
316
/
3
38/
95
16
/
114/
12/16
38/
212/
5'-1
1'-0
12/ 2
2
17'-8
18/
3@3
18/
21
4/
21
2/
21
2/
63
8/
18/
12
9516/
4 78/
3
13'-3
12/
3'-758/ 16'-11
18/
638/
18'-2
12/
6 18'-8
12/
7116/
19'-3
916
/
2'-61516/ 21'-10
12/
7116/
22'-5
916
/
35
8/3
16
/
1012/
10516/ 316/
12/
27
8/2
78/
3
26'-8
12/
3
26'-5
12/
18/
21
2/ P55L427
P148
134/ 134/
412/ 412/5'-8
12/
41
2/4
12/
6'-1
2 x 1 916/ "Ø
4 x 1 916/ "Ø
F4 East
P19
L487
P18
5'-8
18/
18/
P31
L118
P49
L261
L247
L487
F4 East
10'-1112/ 10'-11
12/
0
17'-512/
17'-5
12/0
P19 L10 L10L10
L10L10L10
1'-41516/ 18'-2
12/
12/ 1012/
3
17'-8
12/
3
17'-11
12/
3
18'-2
12/
3
21
2/
21
4/
21
4/
21
2/
18/2
2
316
/
21
2/
21
4/
SHOP NOTE:GRIND SMOOTH NS & FS EDGES & AROUND HOLES
SEAL
14/
14/
L427
P148
L420
P52
P31
P49
P31
P44
L247
L262 L261
L274
L118
L130
L487
P44
P44
L10 L10
L10 L10
7116/
11'-6
916
/
8116/ 12'-2
58/
3@3 12'-11
58/
3'-278/ 16'-2
12/
7116/
16'-9
916
/
3 3
3'-8 21'-10
12/
7116/
22'-5
916
/
3'-81516/ 26'-2
12/
6 26'-8
12/
3
26'-11
12/
8 27'-7
12/
212/
35
8/3
16
/
27
8/2
78/
10516/ 316/
278/ 278/
21
2/2
78/
18/
18/
L427
P148
P44
P44
6'-0
34/
61
4/
534/
212/ 212/
18/
18/
18/
316/
316/
14/
P154
P121
L503
L503
P48
14/
45°
GTSM
316/ 3"@12316/ 3"@12
P44
F4 East
L420
P48
P31
P44
L323
14/
14/
12/
4'-6
12/
66
312/
55
5'-8
4'-10
12/
91
2/
QTY. SITE BOLTS LENGTH
GRID LOC REF DWGQTY
D/2-1 E21
0 ISSUED TO SHOP 15/11/13 BW
A ISSUED FOR APPROVAL 31/10/13 BW
REV DESCRIPTION DATE BY
ONE - FRAME - F8CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
30/10/13
ROYAL NORTH CENTER
F8
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
F8 1
F8 1 HSS5X5X3/16 26'-11 9/16" 301 CS1E 350W
0FRAME
Z243
L39 1 L4X4X3/8 4 1/2" 4 CUT ONE LEG 300W
L44 1 HSS5X5X3/16 26'-11 9/16" 301 CS1E 350W Z242
L45 1 HSS5X5X3/16 26'-10 5/8" 300 CS1E 350W Z108
L81 1 W8X18 6'-0" 109 350W Z98
L95 1 W8X18 8'-7" 156 350W Z86
L165 1 W8X18 6'-0 1/16" 109 350W Z101
L166 1 W8X18 6'-0 1/8" 109 350W Z101
L167 1 W8X10 8'-11 3/4" 91 350W Z89
L182 3 W8X18 8'-7" 467 350W Z86
L217 1 HSS5X5X3/8 9'-1 1/4" 191 350W Z114
L218 1 HSS5X5X3/8 8'-1 3/4" 171 350W Z109
L219 1 HSS5X5X3/8 8'-3 5/16" 174 350W Z113
L221 4 HSS5X5X3/8 8'-7" 722 350W Z84
L222 2 HSS5X5X3/8 8'-7 1/2" 363 350W Z110
L223 1 HSS5X5X3/8 8'-2 1/8" 172 350W Z109
L224 1 HSS5X5X3/8 10'-6 13/16" 222 350W Z87
L225 1 HSS5X5X3/8 10'-7 1/16" 223 350W Z88
L226 1 HSS5X5X3/8 10'-6 3/16" 221 350W Z85
L227 1 HSS5X5X3/8 9'-2 3/4" 194 350W Z112
L228 1 HSS5X5X3/8 9'-6 1/2" 201 350W Z111
L229 1 HSS5X5X3/8 10'-6 1/8" 221 350W Z83
L235 4 HSS5X5X3/8 6'-0" 505 350W Z96
L236 2 HSS5X5X3/8 8'-6 3/16" 358 350W Z95
L237 1 HSS5X5X3/8 8'-7 9/16" 181 350W Z102
L238 2 HSS5X5X3/8 8'-7 3/16" 362 350W Z99
L239 2 HSS5X5X3/8 8'-6 7/16" 359 350W Z97
L240 1 HSS5X5X3/8 8'-6 15/16" 180 350W Z100
L430 1 W8X18 6'-0" 109 350W Z98
L431 1 L4X3X3/8 5 1/2" 4 300W
L480 1 HSS5X5X3/16 26'-10 15/16 300 CS1E 350W Z115
P44 2 PL3/8"X4" 9" 8 350W
P49 6 PL3/8"X4" 6" 15 350W
P57 4 PL3/16"X4 5/8" 4 5/8" 5 350W
P107 3 PL3/4"X8 1/2" 8 1/2" 42 350W
P108 1 PL3/4"X8 1/2" 11" 17 350W
P110 1 PL3/8"X6" 9 1/4" 6 350W Z22
TOTAL WEIGHT THIS DRAWING 7473
21
2/8'-7
21
2/
414/
34/
34/
9'-0
33 16/
AA
60°
PP
EL.+
100'-1
F8 NorthP44
P49
L182
L225
( 10'
-7 1
16/)
L221
L224
( 10'
-6 1
3 16/)
L221
L229
( 10'
-6 1
8/)
26'-11916/ 316/
HSS5X5X316/ x 26'-11916/
21
2/
27'-012/
21
2/
3 26'-614/ 3
13'-034/RD 3 26'-234/
TYP WELD W8 TO HSS
TYP WELDS HSS TO HSS
A
A
TYP WELD HSS TO W8
TYP WELDHSS TO HSS
14/
14/
L165 E
L.+
113'-8
L166
TYP 4 COL'S
CUT SQ
P57
P57
14/14/
14/14/
TYP
14/14/
B/E
14/B/E
14/14/
TYP38/ (14/ )
54°
PPB/E
12/ (14/ )
36°
PPB/E
38/ (14/ )
55°
PPB/E
12/ (14/ )
35°
PPB/E
14/TYP
38/ (14/ )
45°
PP, BS(TYP)
(38/ )
BS(TYP)
(14/ )
BS(TYP)
12/ (14/ )
35°
PPB/E
38/ (14/ )
55°
PPB/E
(14/ )
BS(TYP)
12/ (14/ )
35°
PP
38/ (14/ )
55°
PPB/E
EL.+
127'-1
12/
FRONT VIEW (WEST SIDE)
E
E
D
D
P49
P49
L44
L182
L226
( 10'
-6 3
16/)
1 1316/
916/
6'-61116/ 13'-2316/ 4116/ 19'-101116/
13'-614/
12
9
12
8916/
12
81316/
12
814/
21
2/
6
12/
11 2/
4
21
2/
1316/
916/
45 16/1
3 8/
23 8/
25 16/
513
16/1 2/
41 8/1
7 16/
58/
49 16/ 1
5 16/
13'-034/
33
26'-71316/
316/
8'-7
10'-1
1 78/
513
16/1 2/
21
2/6'-0
21
2/
414/
61116/
6'-11
6'-5
60°
PP
L236( 8'-6 3
16/
)
L239( 8'-6 7
16/
)
L238( 8'-7 3
16/
)
L237( 8'-7 9
16/
)
TOP VIEW (NORTH SIDE)
B B
11 16/
26'-1178/
18/
3 716/
1 16/
2 1116/
2 516/
3 38/
1 916/
1 16/
11 16/
3 716/
1 12/
2 38/
2 58/
1 16/
2 58/
2 38/
4 12/
11
38/
12
11
12/
12
11
58/
12
12
1158/
27'-012/
L221L221
G G
14/3 SIDES
SEE FRONT VIEW FOR TYP WELDS NOT SHOWN
38/ (14/ )
46°
PPB/E
12/ (14/ )
44°
PPB/E
38/ (14/ )
46°
PPB/E
12/ (14/ )
44°
PPB/E
38/ (14/ )
46°
PPB/E
12/ (14/ )
44°
PPB/E
12/ (14/ )
44°
PP
38/ (14/ )
46°
PPB/E
P57
L182
P44
L182
P44
L167
P57
L431
L480
L165
L81
L235
L235
F8
1 16/
3
3'-0
116
/
212/
13'-614/
6'-61116/RD 13'-2316/ 4116/ 19'-101116/
18/
18/
2 516/
2 34/
1
116
/
3'-0
3'-0
116
/
58/
6'-0
116
/
26'-71316/
18/
18/
12
1 12/
11
2/1
12/
8'-9
11
2/1
12/
43
4/
6'-2
6'-2
3'-4
9'-0
48'-4
4
5'-9
6'-5
4 5'-9 4
2 x 1516/ "Ø2 x 1516/ "Ø
2 x 1516/ "Ø2 x 1516/ "Ø
2 x 916/ "Ø
L44 L45
L480
L218
L223
P107
P107
P107P108L39
P110
F8 North
A - A
112/ 112/
4
112/ 112/
112/ 112/
5'-8
4
112/ 112/
112/ 112/
6'-0
8'-7
9'-0
6'-5
2'-111516/
L95
L182
L480
L45L44
P49P49L431
P49
P49
D - D
116/
SHOP NOTE: INSIDE W8 CORNERS CLIPPED (TYP)
L430
212/
21
2/
18/
21
2/
3'-0116/
F8 North
L81
116/
116/
9'-0
1116/1116/
916/ 1316/27
8/
27
8/
27
8/
27
8/
8'-11
34/
18/316/316/
316/316/
L167
L166
L165
G - G
212/ 6'-0 212/
116/
18/18/
3'-212/ 3'-212/
L182
P57
P57
P57
P49 P49
L45
L44
L167
L166
L165
L182
L480
F8 North
P57
E - E
116/
38/
38/
38/
38/
F8
L81
L182
6'-5
P107
P108
A - A
(SOUTH SIDE)
1 116/
27'-012/
26'-11916/ 78/
L221 L225
L95
L182 L224L221 L226
L221
L227
L221
L228L222L218
L229
L430
L39
12/ (14/ )
44°
PPB/E
12/ (14/ )
44°
PPB/E
P57
P49
P49
L167
L166
L182
L182
SEE TOP VIEW FOR TYPDIMENSIONS & WELDINGNOT SHOWN
L238
( 8'-7
316/
)
L240
( 8'-6
15 16/
)
L239
( 8'-6
716/
)
L236
( 8'-6
316/
)
L235
(6'-0
)
L235
(6'-0
)
L44
L45
116/
25 16/
211
16/
61116/
414/
6'-61116/RD 13'-2316/ 4116/ 19'-101116/
3'-0
3'-0
18/
6'-0
18/
18/
33 8/
11 2/
26'-678/
18/
12
5
L218 3"@12
L45
F - F
8'-414/ 8'-4
14/
0
55'-3
3'-4
34/
38/
31
2/
34/
34/
9'-0
14/
14/
38/
P107
B - B(EAST SIDE)
97 8/
12
51116/
67
16
/
4'-61516/ 26'-11
316
/
21
2/
21
2/
26'-1058/ 316/
26'-101516/
26'-11916/ 516/
26'-1178/
38/
60°
PP
14/14/
B/E
14/B/E14/
TYP
14/
316/
P57
P57
P110
P49P49
P44P49
P108
L45
L480
L165
L166
L95
L81
L430
L221
L222L218
L223
L238
L239 L240
F
F
F
F
SEE FRONT VIEW FOR TYP WELDS NOT SHOWN
L227
(9'-2 3
4/)
L228
(9'-6
12/
) L222
L217 ( 9'-1 1 4/ )L219 ( 8'-3 5
16/)
3 8/
11
12
6716/
43
8/
12
51
8/
1
815 1
6/
69 1
6/
13 1
6/
13 8/
12/
914/
11 18/
5'-2 13'-6
14/
8'-10 22'-4
14/
13'-2316/ 4116/
8'-712/8'-134/
8'-218/
5
12
1014/
55'-3
3'-4
13'-034/ 3
13'-034/RD 3
21
2/2
12/
414/
4
L221
L39
14/14/
38/
45°
PP, BS
38/
60°
PP
(14/ )
BS(TYP)
14/14/
12/ (14/ )
25°
PPB/E
14/
34/ (14/ )
20°
PPB/E
14/B/E
14/B/E
12/ (14/ )
28°
PPB/E
14/
14/
(14/ )
BS(TYP)
14/BS
58/ (14/ )
23°
PPB/E
14/14/
TYP
1 316/
713 1
6/
5 8/
11
2/
15
16
/
91 2/
9 16/
26'-7316/
33
26'-5516/ 3
26'-218/
5
5
8'-7
116/
12
316/
14/14/
L18
2
SHOP NOTE:PROVIDE 38/ DIA VENT HOLESIN HSS ENDS AS REQ'D
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT7 6"
GRID LOC REF DWGQTY
<A-C/1> E81
0 ISSUED TO SHOP 15/11/13 BW
A ISSUED FOR APPROVAL 31/10/13 BW
REV DESCRIPTION DATE BY
ONE - FRAME - F17CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
28/10/13
ROYAL NORTH CENTER
F17
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
F17 1
F17 1 HSS4X4X3/16 31'-1 5/8" 273 MITRE 2E 350W
0FRAME
Z23
L434 1 HSS4X4X3/16 9'-5 5/8" 83 MITRE 2E 350W Z1
L435 1 HSS4X4X3/16 8'-2 5/8" 72 MITRE 2E 350W Z42
L439 1 HSS4X4X3/16 5'-0 13/16" 44 MITRE 1E 350W Z42
L442 1 HSS4X4X3/16 6'-3 13/16" 55 MITRE 1E 350W Z1
L447 1 HSS4X4X3/16 2'-9" 24 350W Z2
L448 5 HSS4X4X3/16 2'-6" 110 350W Z20
L458 1 HSS4X4X3/16 30'-6" 268 350W Z23
L459 1 HSS4X4X3/16 3'-4 5/8" 30 MITRE 2E 350W Z2
L460 1 HSS4X4X3/16 5'-4 5/8" 47 MITRE 2E 350W Z43
L509 9 L4X4X3/8 3" 22 300W
P143 4 PL3/8"X3" 6 1/4" 8 350W Z174
P144 2 PL3/8"X3" 10" 6 350W Z174
P157 1 PL3/8"X3" 7 1/2" 2 350W Z174
P158 4 PL3/8"X4" 7 1/2" 13 350W Z174
TOTAL WEIGHT THIS DRAWING 1059
1'-3
8'-3
L447
L509
L509
L509
L442
L460
L435
P157
L509
L509
L509L509
F17 North
L509
L448
L448
L458
L509
B
B
A
A
21'-4
5'-0
2'-10
2
22'-8 5'-3
2 3'-1 5'-8 5'-8 5'-8 5'-8 5'-1
316/
316
/
9'-6
12
12
D
D
14/
P158
P143
P143
P143
P143P144P144
P158
P158 P158
14/
(18/ )
PP, BS(TYP)
14/TYP
14/TYP
316/
PP, BS (TYP)
316/TYP
C C
L439
L448L448
L448
L434
L459
11
2/4
34/
31'-2
2'-6
11
2/4
34/
55
2'-9
22
434/ 112/
11
2/4
34/
55
11
2/1
12/
25'-1
2'-10
2
3'-3RD 8'-11 14'-7 20'-3 25'-11 31'-0
3'-5 22'-4 5'-5
3'-3
L448L448
L458
L509
L509L509 L509
L509L509
L509
L442 L435L439L448L448L448
L434
C - C
61
2/
21
2/
3'-3RD 8'-11 14'-7 20'-3 25'-11 31'-2
4 30'-6 4
1 X (1316/ "x1 116/ ") SLOTS
1 X (1316/ "x1 116/ ") SLOTS
14/3 SIDES
P158P143P143P143
P144P144
P158
P158
12/ 6
212/
41
16
/
P143
P158
L458
L509L448
D - D
3'-2
116
/
12/ 6
4 212/
212/
9'-6
8'-0
41
8/2'-9
15
16
/R
D
316
/6'-3
13
16
/4
2'-6
4
14/3 SIDES
14/3 SIDES
P143
P144
P158
L509
L442
L509
L458
L448
L509
F17 North
A - A
3'-2
116
/
8'-1
41
8/2'-9
15
16
/R
D
12/ 6
212/
212/
8'-3
316
/5'-0
13
16
/4
2'-6
14/3 SIDES
P144
1 X (1316/ "x1 116/ ") SLOTS
L439
L460
L509
L509
P157
L509
L458
L448
F17 North
B - B
SHOP NOTE:GRIND SMOOTH ALLWELDS & EDGES
QTY. SITE BOLTS LENGTH
GRID LOC REF DWGQTY
B/2 E141
G/2 E141
0 ISSUED TO SHOP 29/11/13 BW
A ISSUED FOR APPROVAL 25/11/13 BW
REV DESCRIPTION DATE BY
2 - CAGED_LADDERS - M3CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 25/11/13
ROYAL NORTH CENTER
M3
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
0HOLES: 13/16" Ø U.N.O.
PAINT: SSPC-SP3,SHOP GREY PRIMER JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
M3 2
M3 2 PL1/2"X2 1/2" 14'-6 7/16" 124 350W
0CAGED_LADDERS
L583 16 L8X4X1/2 4" 105 300W
L584 2 ROD3/4" 1'-8 1/2" 5 350W
L585 26 ROD3/4" 1'-8 1/2" 66 300W
P177 2 PL1/2"X2 1/2" 14'-6 7/16" 124 350W
P178 4 PL1/2"X2 1/2" 6'-4 15/16" 109 350W
P179 2 PL3/8"X22 1/4" 1'-11 1/2" 110 CHECKERED PL 300W
P194 14 PL1/4"X2" 5'-11" 141 350W
P195 2 PL1/4"X2" 7'-4 1/2" 25 350W
P196 2 PL1/4"X2" 11'-3 1/2" 38 350W
P197 2 PL1/4"X4" 11'-1 3/4" 76 350W
P198 2 PL1/4"X2" 11'-1 3/4" 38 350W
TOTAL WEIGHT THIS DRAWING 962
1'-11
12/
2'-7
14/
71
4/ 11
4/1
14/
AA
4'-038/
12'-3
2
1'-9
5'-11
8'-558/RD
5'-1112/
14'-6
1012/
10
12/0
3'-1
3'-11
12/
3'-1
7'-0
12/
2'-0
9'-0
12/
5'-512/
14'-6
2 2 2 22 22 2
D
D
316/316/
316/3 SIDES
F
F
E
E
C
C
BB
14/3 SIDES
L583
L583
L583
L583L583
L583
L583
L583
L584
P195
P196
P197
P194
P194
P194
P194
P194
P194
P194
P198
P179
M3
P177
P178
P178
418/ 1'-0 1'-0
10'-6
14/
2 2
2'-512/
14/
11
4/1
14/
8'-012/
14/14/
4
1'-9
14/
R 1
6
558/
55
8/0
21'-9
2
12/
1'-8
12/
A - A
3'-838/
10@1'-0
10'-5
58/
11316/
10'-7
716
/
2
2'-0
1316/
G
TYP P195
P196
P197P198L583
L583
L583
L583
L583
L583
L583
L583
L585
L585L585L584
L585
L585
L585L585
L585
L585
L585
P179
14/
1'-8
12/
14/
10'-7716/ 2316/
12
12
2'-51516/ 2316/ 3'-838/
6'-412/
418/ 1'-0 1'-0 11316/
2
2'-0
1'-8
P178
P178
P179
L585 L585L585
B - B
4'-7
34/
1'-0116/
1'-0 116
/
434/ 434/
40°
R 1
'-5
1 4/
113
16
/1'-0
316
/
11'-11
12/
1'-2
1'-5
14/
316/
316/
(TY
P)
P197
P194
P194
P194
P194
P194
P194
P194
M3
P177
P178P178
C - C
2'-1
1'-0
116
/
1'-0
1 16/
1'-01 16/
1'-012/ 1'-012/
1'-0
116
/
23
8/
58/ 1'-9 58/
316/316/
P196
P179
E1 - E1
10
118/ 1'-8
1'-1014/
E2
E2
E1 E1P178
P178
P177
M3
P179CHK'D PL
L585
P194
P194
P194
P194
P194
P194
P194
P196
L585
E - E
1'-1
15
16
/
1'-11
12/
1'-2
1'-5
14/
1'-9
11
2/1
34/
316/
316/
1012/ 1012/
11
16
/1'-1
15
16
/
1'-2
1'-5
14/
R 1
'-51
4/
2'-7
14/
316/3 SIDES
P195
P194
P194
P194
P194
P194
P194
P194
M3P177
F - F
R 1
'-5
1 4/
1'-012/ 1'-012/
113
16
/
11'-11
12/
1'-2
1'-5
14/
316/
316/
P194
P194
P194
P194
P194
P194
P194
P198
M3P177
P178P178
D - D
1'-11
12/
14/
14/
L585
L585
P179
E2 - E2
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT8 2 1/4"
0 ISSUED TO SHOP 15/11/13 BW
A ISSUED FOR APPROVAL 31/10/13 BW
REV DESCRIPTION DATE BY
ONE - VBRACE - V11
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
24/10/13
ROYAL NORTH CENTER
V11
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
V11 1
V11 1 HSS4X4X1/4 16'-1" 184 350W
0VBRACE
Z246
P81 1 PL1/2"X7" 1'-6 15/16" 19 350W
P94 2 PL1/2"X6" 1'-1" 22 350W
P100 2 PL3/16"X1 9/16" 3 5/8" 1 350W
P115 1 PL1/2"X7" 1'-7 1/8" 19 350W
P150 2 PL3/16"X1 9/16" 3 5/8" 1 350W
TOTAL WEIGHT THIS DRAWING 246
GRID LOC REF DWGQTY
D-E/4 E71
2'-71116/
2'-7
11
16
/
0
2'-758/
2'-7
58/
3'-6316/
3'-6
316
/
0
212/
0
16'-1
16'-1
2'-101316/ 2'-10
13
16
/
RD
6
17'-0
17'-21516/ (HSS4X4X 14/ x 16'-1")
33
11
2/1
12/
716
/5
11
16
/5
11
16
/7
16
/
115
16
/3
18/31
8/1
15
16
/
1'-4 18/
39
1516
/3
12
1038/
12
134/
3
3
14/14/
P100
14/14/ 14/
14/
P81P115
P150
P150
V11
P94
P94
P100
3
21
2/
51
2/
214/
2'-9
15
16
/
4'-9516/
7'-7
14/
21516/
7'-10
14/
91116/
3'-5
516
/NOTCH
3'-1078/
7'-4
316
/
738/
7'-11
916
/
NOTCH
214/
3'-8
12/
3'-8716/
7'-4
15
16
/
21516/
7'-7
15
16
/
212/
16'-3
12/
3
16'-6
12/
91116/ 3'-8
916
/
NOTCH
3'-7116/ 7'-3
58/
738/ 7'-11
NOTCH
11
2/1
12/
6 316/
618/CUT
916
/C
UT
14/
916
/
N/S
& F
/S
NO
TC
H
916
/C
UT
19
16
/1
2/1
916
/
916
/
N/S
& F
/S
NO
TC
H
316/ 6
618/ CUT
SEAL
P100
P81P115 P150
P150
P100
P94
P94
V11
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT8 2 1/4"
0 ISSUED TO SHOP 15/11/13 BW
A ISSUED FOR APPROVAL 31/10/13 BW
REV DESCRIPTION DATE BY
ONE - VBRACE - V12
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
24/10/13
ROYAL NORTH CENTER
V12
CHECKED BY:DATE: (D/M/Y)
REV#
0HOLES: 13/16" Ø U.N.O.
PAINT: JOB#
1112
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
V12 1
V12 1 HSS4X4X1/4 6'-9 1/8" 78 350W
0VBRACE
Z246
P94 2 PL1/2"X6" 1'-1" 22 350W
P100 4 PL3/16"X1 9/16" 3 5/8" 1 350W
TOTAL WEIGHT THIS DRAWING 101
GRID LOC REF DWGQTY
D-E/4 E71
33
6
3
21
2/
51
2/
212/0
6'-9116/
6'-9
116
/
212/
6'-11
916
/
3
7'-2
916
/
6
7'-8116/
(-312/ )7'-11116/ (HSS4X4X14/ x 6'-918/ )(-1'-5116/ )
11
2/1
12/
11
2/1
12/
14/14/
P100
P100
P100V12
P94P94
P100
916
/C
UT
916
/C
UT
19
16
/1
2/1
916
/
19
16
/1
2/1
916
/
6 316/316/ 6
618/CUT618/ CUT
SEAL
P100
P100
P100
P100
P94
P94
V12
CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 27/01/14
WESTGATE
E1
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
1HOLES: 13/16" Ø U.N.O.
PAINT: GALVANIZED JOB#
1169
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
1 STIARS UPDATED 21/02/14 BW
0 ISSUED FOR CONSTRUCTION 29/01/14 BW
A ISSUED FOR APPROVAL 27/01/14 BW
REV DESCRIPTION DATE BY
R4
R2
ISOMETRIC VIEW
F1
R5
S2
R3
R1
S1
P1
B1
R1
ISOMETRIC VIEW
S2
B1
S1
F1
R5
R2
SHOP NOTE:1) FULLY WELD ALL PIPE JOINTS2) GRIND SMOOTH ALL WELDS & EDGES
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT6 2 1/2"
3/4"Ø A325N BOLT2 2"
GRID LOC REF DWGQTY
-/ E21
1 STAIRS UPDATED 21/02/14 BW
0 ISSUED TO SHOP 29/01/14 BW
A ISSUED FOR APPROVAL 27/01/14 BW
REV DESCRIPTION DATE BY
ONE - RAIL - R3CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 27/01/14
WESTGATE
R3
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
1HOLES: 13/16" Ø U.N.O.
PAINT: GALVANIZED JOB#
1169
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
R3 1
R3 1 PIPE1-1/4STD 8'-6 1/8" 18 A53
0RAIL
L20 15 ROD3/8" 3'-1 1/2" 17 300W
L23 20 ROD3/8" 2'-3 3/8" 17 300W
L36 1 PIPE1-1/4STD 4 5/8" 1 A53
L37 1 PIPE1-1/4STD 4 5/16" 1 A53
L38 1 PIPE1-1/4STD 3'-3 13/16" 7 A53
L41 1 PIPE1-1/4STD 3'-6 11/16" 8 A53
L42 1 PIPE1-1/4STD 2'-9 5/16" 6 A53
L77 1 PIPE1-1/4STD 4'-4 9/16" 9 A53
L78 1 PIPE1-1/4STD 4'-9 3/4" 10 A53
L81 1 PIPE1-1/4STD 3 1/8" 1 A53
L85 1 PIPE1-1/4STD 1'-0 7/16" 2 A53
L86 1 PIPE1-1/4STD 3'-4 13/16" 7 A53
L87 1 PIPE1-1/4STD 3'-6" 8 A53
L88 1 PIPE1-1/4STD 4'-3 5/8" 9 A53
L89 1 PIPE1-1/4STD 6'-8 1/4" 14 A53
L93 1 PIPE1-1/4STD 6 1/8" 1 A53
L97 1 ROD3/8" 2'-4 3/16" 1 300W
L98 1 ROD3/8" 2'-9 3/16" 1 300W
L99 1 ROD3/8" 2'-6 13/16" 1 300W
L100 1 ROD3/8" 2'-4 3/8" 1 300W
P7 1 PL3/8"X2 1/4" 8 1/2" 2 300W
P9 1 PL3/8"X2 1/4" 7 1/2" 2 300W
P10 1 PL3/8"X2 1/4" 7 1/2" 2 300W
P13 1 PL3/8"X2 1/4" 8" 2 300W
TOTAL WEIGHT THIS DRAWING 148
35
16
/3'-4
11
16
/4'-11
12/
13
16
/
8'-8
38/ DET. A
P13
A
A
2 x (1"x1316/ ") SLOTS
L3
8
L4
2
L93L36
L37
R3
P7
17@378/ 26@31316/
2'-0 1116/
4
2'-5 1116/
12
32.13°
71
2/
11
8/2'-7
516
/2'-8
78/
4'-6
12/
57
8/
8'-61 2/
4'-1015 16/
6'-7316/ 7'-21316/
1316/ 111116/ 4'-6716/ 4'-11516/ 4'-11516/ 1316/
13'-111116/
2'-5
18/
1
3'-878/ 5116/
19- L23
L2
0
14- L20
2 x (1"x1316/ ") SLOTS
2 x (1"x1316/ ") SLOTS
L97
L9
8
L9
9
L1
00
L77
L78
L85
L8
6
P10
L87
P9
L4
1
L88
L89
L81
43
4/3'-1
516
/
13
16
/
1316/
21 2/
11
16
/
3'-6
15
16
/
43'-3
316
/
3'-79 16/
21 2/
31 2/
4'-1015 16/
23 4/
11
16
/ 116
/2
12/
2'-8
516
/
413
16
/
2'-8
14/ 3'-2
316
/
212/ 3316/
L78
P13
L93
L36
L38
L42
R3
P7L85
L86
P10
L87P9
L41
L88L89
L81
212/ 3316/
415
16
/
L77
3'-2
18/
312/
41516/
L77
R3
P13
NO PAINT 2" FROM END PREP TO RECIEVE 114/ STD PIPE ORLEAVE AS SHOWN OR EXTRALONG FOR FIELD FIT UP(TOP RAIL ONLY)
L36
L37
L3
8
L93
A - A
11
8/1
18/
212/ 3316/
2 x (1"x1316/ ") SLOTS
P13
L36
L38
L93
DETAIL A
SHOP NOTE:1) FULLY WELD ALL PIPE JOINTS2) GRIND SMOOTH ALL WELDS & EDGES
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT8 2 1/2"
GRID LOC REF DWGQTY
-/ E21
1 STAIRS UPDATED 21/02/14 BW
0 ISSUED TO SHOP 29/01/14 BW
A ISSUED FOR APPROVAL 27/01/14 BW
REV DESCRIPTION DATE BY
ONE - RAIL - R4CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 27/01/14
WESTGATE
R4
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
1HOLES: 13/16" Ø U.N.O.
PAINT: GALVANIZED JOB#
1169
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
R4 1
R4 1 PIPE1-1/4STD 9'-9 3/4" 21 A53
0RAIL
L20 9 ROD3/8" 3'-1 1/2" 10 300W
L23 23 ROD3/8" 2'-3 3/8" 19 300W
L29 1 PIPE1-1/4STD 3'-0 3/4" 7 A53
L33 1 PIPE1-1/4STD 4 1/16" 1 A53
L39 1 PIPE1-1/4STD 2'-10 3/8" 6 A53
L42 1 PIPE1-1/4STD 2'-9 5/16" 6 A53
L45 2 PIPE1-1/4STD 3'-7 5/8" 16 A53
L55 1 PIPE1-1/4STD 3'-2 9/16" 7 A53
L76 1 PIPE1-1/4STD 4'-6" 10 A53
L78 1 PIPE1-1/4STD 4'-9 3/4" 10 A53
L102 1 ROD3/8" 2'-3 7/16" 1 300W
P6 1 PL3/8"X5" 6 1/4" 2 350W
P7 1 PL3/8"X2 1/4" 8 1/2" 2 300W
P10 2 PL3/8"X2 1/4" 7 1/2" 4 300W
TOTAL WEIGHT THIS DRAWING 121
8'-8
15
16
/
2'-7
516
/2'-5
58/
3'-8
43'-3
316
/
AA
2 x (1"x1316/ ") SLOTS
2 x (1"x1316/ ") SLOTS
L4
5
L4
5
L33
L55
L4
2
P10
L29
R4
P6
P7
8'-9
1'-51 2/
9'-103 8/
2'-5 12/
1316/
2'-4 1116/
2'-0 1116/
4
71
2/
32.13°
12
716
/
116
/4
34/
2'-5
18/
5'-2
11
16
/7
58/
13
16
/
2'-10
38/
5'-10
58/
116
/4
34/
2'-5
18/
11
16
/
2'-9
15
16
/1
7 16/
4'-1015 16/
4'-1015 16/
212/
21 2/
31 2/
212/114/ 212/
11'-6716/
1316/ 4'-11516/ 4'-11516/ 3'-01516/ 1316/
11- L23
11- L23
L3
9
L1
02
L2
3
L76
P10
L78
23 4/
21 2/
2'-7
916
/
3'-10116/ 378/
26@31316/ =8'-31516/ 31116/ 9@31116/ =2'-9316/
L76
L42
R4
P6
P7
L29
P10
L45L45
L33
L39
P10
L78
33
4/
212/
212/
33
4/
1 x (1"x1316/ ") SLOTS
1 x (1"x1316/ ") SLOTS P6
L45
A - A
SHOP NOTE:GRIND SMOOTH ALL EXPOSEDWELDS & EDGES
QTY. SITE BOLTS LENGTH
3/4"Ø A325N BOLT2 1 3/4"
3/4"Ø A325N BOLT6 2"
GRID LOC REF DWGQTY
-/ E21
1 STAIRS UPDATED 21/02/14 BW
0 ISSUED TO SHOP 29/01/14 BW
A ISSUED FOR APPROVAL 27/01/14 BW
REV DESCRIPTION DATE BY
ONE - STAIR - S1CUSTOMER:
DRAWN BY: DATE: (D/M/Y)
PROJECT:
DWG#
CANBIAN
BW 27/01/14
WESTGATE
S1
CHECKED BY:DATE: (D/M/Y)
IC3DREV#
1HOLES: 13/16" Ø U.N.O.
PAINT: GALVANIZED JOB#
1169
ALL STEEL CRAFT
PHONE: (780) 478-6668 FAX: (780) 478-6677
FABRICATORS LTD.
MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS MATL ABM#
S1 1
S1 1 C12X20.7 11'-11 15/16 250 300W
0STAIR
L1 1 C8X11.5 3'-0" 34 300W
L5 1 C12X20.7 11'-0 5/16" 230 300W
L7 1 C12X20.7 5'-0 13/16" 106 300W
L8 1 C12X20.7 5'-0 13/16" 106 300W
L10 1 C12X20.7 2'-5 1/2" 51 300W
L60 1 L3X3X3/8 9 1/2" 6 300W
P3 1 PL1/4"X2 5/8" 6 3/16" 1 350W
P16 10 GRTG1 1/4"X12 1/8" 3'-0" 98 GALV STAIR TREAD GRTA_1_1/4
40 3/8"Ø A307 BOLT 1 1/2" 3 Workshop
TOTAL WEIGHT THIS DRAWING 884
10@
67
8/=
5'-9
55
8/
10- P16
FULL STRENGTH SPLICE
L8
L10
L1
S1
3716/
16.0
6°
12
33 4/
718/
9'-11
3 716/
3716/
2
11'-2 1516/
RD
5 1516/
9 7 116/
1'-4
1 16/
5 1516/
1'-1
0 7 116/
2'-5
1 16/
7 116/
6'-9
5 1516/
7'-2
1516/
7 116/
7'-1
0
5 1516/
8'-3
1516/
7 116/
8'-1
015
16/
5 1516/
9'-4
7 8/ 7 116/
9'-1
115
16/
5 1516/
10'-5
7 8/
1'-6 116/
11'-1
115
16/
5'-71516/ 9@11=8'-3 3'-21516/
33
112/ 338/ 3'-1134/
33
3
4'-8 58/
4'-8
5 8/
0
5'-0 18/
10'-2
3 4/
13
4/
1'-81316/ 81116/
4'-938/ 9'-11 2'-512/
21
2/
1'-018/
7 118/
21
2/3
34/ 3
11'-11 1516/
3716/
16.0
6°
12
3716/
17'-178/
14/14/
NO WELD@ TREAD
14/
20 - 716/ Ø HOLES38/ Øx 1 12/ A307GALVANIZED
518/
5'-01316/
3 116/
31 16/
0
6
10'-8
3 4/
6
5'-2
5 8/
33
31 16/
4 81516/
1'-078/
2'-2116/
71
2/32.13°
12
1
21 8/
1 516/
5 1516/
2'-1
1 7 116/
3'-6
1 16/
5 1516/
4'-0
7 116/
4'-7
5 1516/
5'-0
1516/
7 116/
5'-8
5 1516/
6'-1
1516/
14'-0316/
13
4/
13'-101516/
13'-101516/
17'-178/
14'-1716/
13
4/
14/P3
P3
A A
L8
L7
L10
L5
L1
L60
S1
3'-0
4'-71116/
1 14/
3'-21516/
212/
516
/2
58/
3'-0716/
31116/
10- P16GALV STEEL TREAD (19-4)316/ x114/ SERR BARSTD END PL'S &W/CHK'D PL NOSING
5'-71516/ 9@11=8'-3 214/
33 4/
31 16/
10'-3 34/
RD
518/ 718/
5 1516/
9
7 116/
1'-4
1 16/
5 1516/
1'-1
0
7 116/
2'-5
1 16/
55
8/
4'-8 58/
4'-8
5 8/
0
6'-6
58/
5'-01316/ 9'-038/ 14/
14'-0316/
14'-1716/
11'-0 516/
B
B
14/3 SIDES
SEE MAIN VIEW FORTYP DIM'S & WELDSNOT SHOWN
P3
L60
L7
L5
L1
A - A
33
3
33
3 116/
31 16/
0
112/ 338/ 3'-1134/
15 16/
53 16/
3
14/
1 14/
2 18/
5 1516/
5'-0
1516/
7 116/
5'-8
5 1516/
6'-1
1516/
7 116/
6'-9
5 1516/
7'-2
1516/
7 116/
7'-1
0
5 1516/
8'-3
1516/
7 116/
8'-1
015
16/
5 1516/
9'-4
7 8/
7 116/
9'-1
115
16/
10
58/
9@
67
8/=
5'-2
18/
4'-10 38/
10'-1
23
4/
3 716/
3 716/
1516/
4116/ 112/
51
4/
1
212/ 4916/
33
8/
23 16/
39 16/ 13
16/5
1 2/
63
16
/5
16
/
20 - 716/ Ø HOLES38/ Øx 1 12/ A307GALVANIZED
9- P16 (N/S)
6
5'-2
5 8/
5 1516/
2'-1
1
7 116/
3'-6
1 16/
5 1516/
4'-0
7 116/
4'-7
43
16
/6
12/
5 1516/
10'-5
7 8/
10
78/
2 12/
10'-3
1 2/
310
58/
51
4/
2116/
516/ 258/
134/
63
16
/
P16
2 x (1316/ "x1") SLOTS
P3
L60
L5
B - B