IC3D example dwgs

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:


PROJECT:

DWG#

CPI Construction Ltd.

BW 20/12/13

EDCON Power Tongs

E1


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



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


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



TRANSFORMER ENCLOSURESEE DWG E12




BOLLARDSSEE DWG E12

RTU FRAMESSEE DWG E11

MISC FRAMING BELOWSEE DWG E9 2ND FLOOR PLAN

SEE DWG E2

EDCON Power Tongs - ISOMETRIC VIEW


(LOOKING SOUTH-WEST)

ROOF HATCH LADDERSEE DWG E9

STAIR #1SEE DWG E8

ROOF PLANSEE DWG E3

SHOP NOTE:GRIND SMOOTH ALL EXPOSED WELDS & EDGES


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





PROJECT:

DWG#


BW 02/01/14

EDCON Power Tongs

S1


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


6 STUD 1/2" DIA 8" 3


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


3/4"Ø A325N BOLT4 2 1/4"

GRID LOC REF DWGQTY

2.1/K E21




ONE - COLUMN FRAME - F2CUSTOMER:


PROJECT:

DWG#


BW 23/12/13

EDCON Power Tongs

F2


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1166-1806

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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






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


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


GRID LOC REF DWGQTY

2.1-2.2/K-H E71




ONE - HANDRAIL - R1CUSTOMER:


PROJECT:

DWG#


BW 24/12/13

EDCON Power Tongs

R1


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1166-1806

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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


L204

L282

L217

A - A


GRID LOC REF DWGQTY

2.1-2.2/K-H E71




ONE - HANDRAIL - R2CUSTOMER:


PROJECT:

DWG#


BW 24/12/13

EDCON Power Tongs

R2


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1166-1806

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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/


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


L219

L205

L206

L207

L199R2

A - A

SHOP NOTE:GRIND SMOOTH ALL EXPOSED WELDS & EDGES


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






PROJECT:

DWG#


BW 02/01/14

EDCON Power Tongs

S2


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1166-1806

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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



9 STUD 1/2" DIA 8" 5


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


3/4"Ø A325N BOLT6 2"

GRID LOC REF DWGQTY

5.2-6.1/J-H E81






PROJECT:

DWG#


BW 02/01/14

EDCON Power Tongs

S3


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1166-1806

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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:


PROJECT:

DWG#


BW 03/01/14

EDCON Power Tongs

S3-A


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.




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


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: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:


TITLE:

DWG#

GOVAN BROWN

BW 29/05/14

RBC MAPLE EDMONTON

E1


REV#

0HOLES: 13/16" Ø U.N.O.


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


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/





ONE - BEAM - B2

CUSTOMER:


PROJECT:

DWG#

GOVAN BROWN

BW 09/06/14

RBC MAPLE EDMONTON

B2


REV#

0HOLES: 13/16" Ø U.N.O.


1233

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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


3/4"Ø HILTI_HIT1508 10"

3/4"Ø A325N4 2 1/4"




ONE - HANGER - C4

CUSTOMER:


PROJECT:

DWG#

GOVAN BROWN

BW 09/06/14

RBC MAPLE EDMONTON

C4


REV#

0HOLES: 13/16" Ø U.N.O.


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


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




CUSTOMER:


PROJECT:

DWG#

CANBIAN

BW 08/10/13

ROYAL NORTH CENTER

EM1


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




CUSTOMER:


PROJECT:

DWG#

CANBIAN

BW 15/10/13

ROYAL NORTH CENTER

EM2


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


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




CUSTOMER:


PROJECT:

DWG#

CANBIAN

BW 16/10/13

ROYAL NORTH CENTER

EM3


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


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:


PROJECT:

DWG#

CANBIAN

BW 18/10/13

ROYAL NORTH CENTER

E1


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


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 E12 FORSTAIR & H/RAIL

SEE DWG E5 FORSTAIR LANDINGS @ ELEV 106'-8


SEE DWG E7 FORVERT CROSS BRACING


SEE DWG E10 FORELEVATOR FRAMING

SEE DWG E3 FORLOW ROOF @ ELEV 118'-412/


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 E3 FORLOW ROOF @ ELEV 118'-4 12/

SEE DWG E7 FORVERT CROSS BRACING



CUSTOMER:


PROJECT:

DWG#

CANBIAN

BW 18/10/13

ROYAL NORTH CENTER

E3


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.




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


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/



16"_OWSJ

16"_OWSJ

16"_OWSJ

W14X

22

(F

2)

(-3

38/)


16"_OWSJ

16"_OWSJ

1'-614/

AE2

C8

HSS6X

6X1 4/

C7

HSS5X

5X3 16/


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


16"_OWSJ

B4 W14X22

HSS4X

4X3 16/

POST

(AB

OV

E)


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


5'-85'-9

21'-0

4'-6

LOOSE DECK L LIN LENGTH= 69'-3

23'-0


F13C

OL

BENT

HSS5X

5X3 8/

HSS4X

4X3 16/

POST

(AB

OV

E)

B148

W14X22

C32

HSS5X

5X3 16/

24'-8

25'-3


724'-8

25'-3


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


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 )


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


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


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


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


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


M2 DECK L4X4X14/SHOP WELDED TO BEAM

WT4X9

1'-1

2'-7


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


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:


PROJECT:

DWG#

CANBIAN

BW 18/10/13

ROYAL NORTH CENTER

E4


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.




1

2

3

4

5

GFEDCB

AE2

A

E2

127'-1"1/2

1

SECT. A / E4

CUST REF DWG: S7 R0


2'-7

7'-11

34/

24'-8

14/

24'-8

7

75'-7

5'-8


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/


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


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 )




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


18'-2


20'-0


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


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




CANOPY FRAMINGSEE DWG Exx

CUSTOMER:


PROJECT:

DWG#

CANBIAN

BW 25/10/13

ROYAL NORTH CENTER

E5


11/04/13IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.




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


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:


PROJECT:

DWG#

CANBIAN

BW 25/10/13

ROYAL NORTH CENTER

E7


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.




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/


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


HSS5X5X38/ C11

HSS4X4X14/ V8

HSS4X4X14/ V11

HSS5X5X38/ C19

CUSTOMER:


PROJECT:

DWG#

CANBIAN

BW 29/10/13

ROYAL NORTH CENTER

E8


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.




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


NORTH-EAST CANOPY FRAMING @ ELEV. 124'-0


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

/


SOUTH-EAST CANOPY FRAMING @ ELEV. 124'-0


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)


BOLT 34/ "DIA A325 6

PL38/ "X3

L4X4X38/

FRAME (SEE PLAN)

21

2/


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:


PROJECT:

DWG#

CANBIAN

BW 30/10/13

ROYAL NORTH CENTER

E10


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.




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/


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:


PROJECT:

DWG#

CANBIAN

BW 25/11/13

ROYAL NORTH CENTER

E11


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.

0 ISSUED FOR CONSTRUCTION 29/11/13 ISSU



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 )


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 )


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 )


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


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 )


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


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 )


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


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 )


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


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


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:


PROJECT:

DWG#

CANBIAN

BW 25/11/13

ROYAL NORTH CENTER

E14


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.

0 ISSUED FOR CONSTRUCTION 29/11/13 ISSU



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:


PROJECT:

DWG#

CANBIAN

BW 18/10/13

ROYAL NORTH CENTER

E2


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.




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



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/


14"_

OW

SJ

14"_

OW

SJ

14"_

OW

SJ

14"_

OW

SJ

14"_

OW

SJ

B50 W16X26

B33 W18X40 (-338/ )


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


21'-2

23'-0

HSS5X

5X3 8/

( F4

)

F5C

OL

BENT

HSS5X

5X3 8/

HSS5X

5X3 8/

( F5

)

B21

W8X

18

B29 W16X26 (-338/ )


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/ )


18"_

OW

SJ

18"_

OW

SJ

18"_

OW

SJ

18"_

OW

SJ

5'-6

7


1'-10

3'-5

DET. A

B


4'-0

4'-0

3'-11

14'-7



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


20'-0

20'-0

B56 W8X18

B90

W16X

26

B107

W16X

26

B122 W16X26 (-338/ )


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


1'-10

3'-8 21'-2

2'-0 21'-0

77

23'-0

B

DET. B

3'-6

B151 HSS7X5X38/

3



3

33

8/


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


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)



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)


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


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)


ALYERNATE SPLICEPREFERRED SPLICECTR'D ON SUPPORT


3/4"Ø A325N BOLT8 1 3/4"

3/4"Ø A325N BOLT10 2"




ONE - BEAM - B46

CUSTOMER:


PROJECT:

DWG#

CANBIAN

21/10/13

ROYAL NORTH CENTER

B46


REV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


B46 1

B46 1 W16X26 18'-8" 489 350W

0BEAM

Z63



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


3/4"Ø A325N BOLT6 1 3/4"




ONE - BEAM - B66

CUSTOMER:


PROJECT:

DWG#

CANBIAN

22/10/13

ROYAL NORTH CENTER

B66


REV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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



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


3/4"Ø A325N BOLT4 2 1/4"

GRID LOC REF DWGQTY

B/5 E21




ONE - COLUMN - C3CUSTOMER:


PROJECT:

DWG#

CANBIAN

23/10/13

ROYAL NORTH CENTER

C3


REV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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





ONE - COLUMN - C19

CUSTOMER:


PROJECT:

DWG#

CANBIAN

24/10/13

ROYAL NORTH CENTER

C19


REV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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


GRID LOC REF DWGQTY

B/1> E21




ONE - FRAME - F4CUSTOMER:


PROJECT:

DWG#

CANBIAN

27/10/13

ROYAL NORTH CENTER

F4


REV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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/


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/


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/


GRID LOC REF DWGQTY

D/2-1 E21






PROJECT:

DWG#

CANBIAN

30/10/13

ROYAL NORTH CENTER

F8


REV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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


3/4"Ø A325N BOLT7 6"

GRID LOC REF DWGQTY

<A-C/1> E81






PROJECT:

DWG#

CANBIAN

28/10/13

ROYAL NORTH CENTER

F17


REV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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


GRID LOC REF DWGQTY

B/2 E141

G/2 E141




2 - CAGED_LADDERS - M3CUSTOMER:


PROJECT:

DWG#

CANBIAN

BW 25/11/13

ROYAL NORTH CENTER

M3


IC3DREV#

0HOLES: 13/16" Ø U.N.O.


1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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


3/4"Ø A325N BOLT8 2 1/4"




ONE - VBRACE - V11

CUSTOMER:


PROJECT:

DWG#

CANBIAN

24/10/13

ROYAL NORTH CENTER

V11


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


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


3/4"Ø A325N BOLT8 2 1/4"




ONE - VBRACE - V12

CUSTOMER:


PROJECT:

DWG#

CANBIAN

24/10/13

ROYAL NORTH CENTER

V12


REV#

0HOLES: 13/16" Ø U.N.O.

PAINT: JOB#

1112

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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:


PROJECT:

DWG#

CANBIAN

BW 27/01/14

WESTGATE

E1


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




R4

R2

ISOMETRIC VIEW

F1

R5

S2

R3

R1

S1

P1

B1

R1

ISOMETRIC VIEW

S2

B1

S1

F1

R5

R2



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




ONE - RAIL - R3CUSTOMER:


PROJECT:

DWG#

CANBIAN

BW 27/01/14

WESTGATE

R3


IC3DREV#

1HOLES: 13/16" Ø U.N.O.


1169

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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



3/4"Ø A325N BOLT8 2 1/2"

GRID LOC REF DWGQTY

-/ E21





ONE - RAIL - R4CUSTOMER:


PROJECT:

DWG#

CANBIAN

BW 27/01/14

WESTGATE

R4


IC3DREV#

1HOLES: 13/16" Ø U.N.O.


1169

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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


3/4"Ø A325N BOLT2 1 3/4"

3/4"Ø A325N BOLT6 2"

GRID LOC REF DWGQTY

-/ E21







PROJECT:

DWG#

CANBIAN

BW 27/01/14

WESTGATE

S1


IC3DREV#

1HOLES: 13/16" Ø U.N.O.


1169

ALL STEEL CRAFT

PHONE: (780) 478-6668 FAX: (780) 478-6677

FABRICATORS LTD.


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


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

IC3D example dwgs

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Transcript of IC3D example dwgs