Steel Detailing Example Drawings

(1)

[G] -REVISIONS Example Customer Example Project 1608 EX1 3d Model View Date DT CH NTS

2

3

4

5

6

7 B

C

D

E

Ex

F

G

H

I

J

K

3D View

(2)

3D View

Section on Gridline B

CB2 - I PE160 CB 2 -_IP E 16₀ CB 2 - IP_E160 C1 - UC152x152x30 R5 UC1 5 2 x1 52 x2 3 C1 - UC152x152x30 R5 UC1 5 2 x1 52 x2 3 C1 - UC152x152x30 C2 - UC152x152x30 R6 UC1 5 2 x1 52 x2 3 C1 - UC152x152x30 C2 - UC152x152x30 C2 - UC152x152x30 C2 - UC152x152x30 B2 - IPE160

B1 - UC152x152x23 B1 - UC152x152x23 B1 - UC152x152x23

B4 - UC152x152x23 CB 5 - IPE 160 C1 - UC152x152x30 R3 UC1 5 2 x1 52 x2 3 C1 - UC152x152x30 R2 - U_C1 52 x15 2x23 R1 - UC152x152x23 R4 - UC1 52x1 52x2 3 B5 - IPE160 CB 3 - IP_E160 CB 1 IP_E 16₀ CB1 - I PE160 CB 1 - IPE 160 C2 UC1 5 2 x1 52 x3 0 C2 UC1 5 2 x1 52 x3 0 C2 UC1 5 2 x1 52 x3 0

Section on Gridline F

C1 UC1 5 2 x1 52 x3 0 R5 - UC1 52x1 52x2 3

Eaves Connection

Section on

Scale 1:10

125 125 125 125 UC152x152x30

Base Plate Detail

R5 UC1 5 2 x1 52 x2 3 B4 - UC152x152x23 B4 - UC152x152x23

Ridge Connection

B1 - UC152x152x23 B1 - UC152x152x23

Purlin Connection

3D View

Scale 1:10

3690 3690 36 90 3690 FFL 0.0

Detail A

Detail B

Detail A

35° 35° 4 - M20x450 Long Gr 8.8 - HD Bolts 57 FFL 0.0 SHS 80X5 SHS 80X5 SHS 80X5 SHS 80X5 SH S 8 0X 5 SHS50X4 350x350x15 Plate Eaves Beam Connection

10mm Plate & 2no M16 Bolts 10mm Plate & 4no M20 Bolts Truss to Stanchion Connection

10mm Fin Plate With 2no M16 Bolts

Ridge Beam Connection Purlin Connection

10mm Fin Plate With 2no M16 Bolts

10mm Plate welded to top of truss.

Detail A (Note Truss on Gridline G Omitted For Clarity) Half Trusses on Gridlines E,G & F are connected with 10mm Fin plates and 2no M20 Bolts. Half Truss on Gridline F connected using

10mm Fin plates and two M16 bolts each. Detail B

Half Trusses on Gridlines E & G connected using bracing type connection all from 10mm plate with 2no M16 Bolts.

Notes

All welds 6mm Continuous except

truss end plates which are 8mm.

All material Galvanised after manufacture.

Finished Floor Level In The Swimming Pool Area Is Assumed To Be The Same As The Main Building

5738 5738 9400 340 298 3 22 C1 UC1 5 2 x1 52 x3 0 R5 - UC1 52x₁₅₂ x23 C1 UC1 5 2 x1 52 x3 0 +6.272 +3.005 R6 UC1 5 2 x1 52 x2 3 340 +3.005 +2.945 +2.983 +3.005 FFL Is 150 above Slab 3710 3710 3710 B3 - SHS50X4 C1 - UC152x152x30 B6 - IPE160 B2 - IPE160 B2 - IPE160 B5 - IPE160 B1 - UC152x152x23 B1 - UC152x152x23 B1 - UC152x152x23 B4 - UC152x152x23 B4 - UC152x152x23 Fin Plates This Side Of Beam

Fin Plates This Side Of Beam Fin Plates This Side Of Beam

Fin Plat es Thi s Si de Of Be am 35° C C D D B B A A 2 2 1 1 E E G G F F B B 2 2 2 1 F D D C C B B A A 1 1 2 2 E E G G F F

(3)

3D View Without Handrails (NTS)

3D View Without Landing Plates (NTS)

3D View With Handrails (NTS)

Elevation (1:20)

Plan View (1:20)

SG 6 - PF C 20_0x 90_x3 0 SG 5 - PF C 20_0x 90_x3 0 C2 CHS 2 19 .1 x1 0 C1 CHS 2 19 .1 x1 0 CB2 PFC2 00x90x 30 SG1 - PFC20 0x90x30 SG2 - PFC20 0x90x30 SG 7 - P FC20_0x90 x30 B6 - P FC150 x90x24 SG3 - PFC200x90x30 SG 4 - P FC20_0x90 x30 B7 - PFC150x90x24 B8 - PFC150x90x24 ST1 -ST1 -B1 - T70 B1 - T70 B1 - T70 B5 - T70 B1 - T70 B1 - T70 B3 - T70 B2 - T70 B4 - T70 B2 - T70 B6 - P FC150 x90x24 B8 - PFC150x90x24 B7 - PFC150x90x24 B9 - T70 SG3 - PFC200x90x30 B7 - PFC150x90x24 SG 4 - P FC20_0x90 x30 SG2 - PFC20 0x90x30 HR 6 - C HS48_.3x3 PL₅ PL 7 HR1 - CHS48 .3x3 PL2 PL3 HR1 - CHS48 .3x3 PL3 PL2 PL9 CP2 -CP2 - CP4 -HR5 PL8 HR4 CHR1 - CH S48.3x3 CP1 - CP5 -CP1 CP3 -HR 2 - C HS 48 .3x3 HR 3 - C_HS 48 .3x3 PL4 PL1 PL1 PL1 PL1 PL4 ST1 -ST1 -20 1060 1230 2970 1250 90 20 2290 450 2520 1250 90 430 238 5 159 0 110 0 110 0 945 1250 2970 2290 100 0 100 0 104 2 900 1820 125 0 125 0 Be tw e en St rin ge rs Be tw e en H an dr ai ls 320 500

20mm Pack to all baseplates. TOC -450mm 430 LP4 LP5 LP3 LP1 LP2

(4)

3D View

1

2

3

6

4

5 D

C

B

A3

Index

Date

Description

REVISIONS

Example Client

Example Project

Example Drawing

(5)

Index Date Description Author A 13/04/2006 Balustrades Added ST [G] -REVISIONS Example Project Example Client n/a 01 Stair Details Date DT CH A 1:10/1:15/1:25

3D View (NTS)

Elevation 2 (1:25)

Tread Detail (1:10)

B7 - _PFC 200x_75x2 3 B5 - P FC200 x75x23 B10 - PFC2 00x75x 23 HR2 - CHS48 .3x3.2 HR 3 - CHS 48_.3x 3.2 HR 5 - CHS 48_.3x 3.2 B3 - P FC200 x75x23 B1 - _PFC 200x_75x23 HR4 - CHS48.3x3.2 HR6 - CHS48.3x3.2 SG2 - FL 200X10 SG 1 -_F L2₀₀ X1₀ TR1 -LP3 LP2 LP5 LP6 LP1 LP4 HR1 - CHS48.3x3.2 B8 - PFC200x75x23 +3.315 +1.658 8mm Durbar Plate Landing Plate Hard to Wall.

Landing Plate Hard to Wall.

50 1200 435 1200 50 Between Handrails. Be tw e en H an dr ai ls . Be tw e en H an dr ai ls . 1 2 3 4 5 6 7 8 9 10 10 11 12 13 14 15 16 17 18 19 20 Tr ea d W id th Tr ea d W id th

Landing Hard to Wall Around Landing

Landing Plate Hard to Wall Around Landing

Notes All steel S275

All Steel Galvanised to BS 1461

All connects as per Engineering drawing no PC 00006-2 (2)

The landing plates butt hard to the wall as shown in the Engineering drawings.

All Landing and treads plates 8mm Durbar.

Handrails Fixed with 4no M12 Gr8.8 Bolts - LP3 1621 2258 2271 6150 311 1910 50 100 0 900 110 0 110 0 50 1320 261 2269 165 8 331 5 110 0 110 0 331 5 165 0 1142 1142 1370 2820 1910 50 50 1320 2820 230 1010 670 50 6150 50 960 280 355 124 0 50 293 5 50 124 0 355 124 0 50 541 1143 114 2 118 0 114 2 118 0 318 435 166 251

(6)

425 3000 1700 1617 3000 3317 DT2 DT2 DT1 DT1 DT2 DT2 EB5 EB4 2x SR2 EB1 2x SR3 2x SL2 2x SL2 2x SR2

Elevation on Gridline A

100 6000 6000 6000 100

B1 - UB254x146x31 B4 - UB254x146x31 B1 - UB254x146x31

ET2 - CHS114.3x3.6 ET3 - CHS114.3x3.6 ET2 - CHS114.3x3.6

C9 - UC203x203x46 C3 - UB305x165x40 C3 - UB305x165x40 C10 - UC203x203x46 425 3000 1700 1617 3000 3317 DT1 DT1 DT1 DT1 DT1 DT1 2x SR1 EB2 SR1 SR10 EB3 EB1 SR7 SR3 2x SL2 2x SL2 ST4 ST2

Elevation on Gridline 1

425 3000 1700 1617 3000 3317 DT1 DT1 DT1 DT1 DT1 DT1 EB2 SR11 SR1 EB3 2x SR1 ST4 ST2 2x SL2 2x SL2 SR3 SR8 EB1

Elevation on Gridline 4

1844 1850 1850 1850 1850 250 250 1850 1850 1850 1850 1844 425 3000 1050 650 1617 83 3000 3317 CA2 CA3 CA4 DT1 DT1 DT2 DT2 DT2 DT2 DT1 DT1 2x SR4 SR2 SR12 SR6 SR2 SR5 SR5 SR9 ST1 ST3 ST1 ST3 2x SL2 _{2x SL2} CA1

Elevation on Gridline D

B7 - UB406x178x54 CB1 - FL100X10 CB1 - FL100X10 C7 - U C203 x20 3x46 C8 - UB406x178x54 C1 - UB406x178x54 C9 - UC203x203x46 500 6000 6000 6000

B6 - UB406x178x54 C10 - UC203x203x46 C1 - UB406x178x54 C5 - UB406x178x54 CB1 - FL100X10 CB1 - FL100X10 C6 - U C203 x20 3x46 6000 6000 6000 DH1 - RSA125x75x8 DP2 - PFC200x75x23 DP1 - PFC200x75x23 C6 - UC203x203x46 C4 - UB305x165x40 C4 - UB305x165x40 C7 - UC203x203x46 R3 - UB254x146x31 _{R2 - UB254x146x31} R6 - UB254x146x31 100 6000 1000 4000 1000 6000 100 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T4 ULT L45x45x2 Typical

All Rails UltraBeam 1705014

1

2

3

4

1

2

33

1

4 B

A

C

D

C

B

A

D

C

B

A

B

C

A

D

A

B

C

A

B

C

D

1

3

4

3

2

1

4

3

2

4

1 A3

Index Date Description

REVISIONS

Example Client

Example Project

Example Drawing

(7)

Index Date Description Author

General Notes

1. All holes 22 Ø U.N.O.

2. All welds continuous 6mm fillet U.N.O. 3. This drawing must not be scaled.

[A]

-ST DATE

Giraffe Viewing Platform

n/a

01 Final

NTS

3D View

2480 2480 3000 B4 - S_HS1 00X4 B3 - SHS100 X4 B1 - S_HS1 00X4 B2 - SH S100X4 B1 - S_HS1 00X4 B1 - S_HS1 00X4 B2 - SH S100X4 B2 - SH S100X4 B1 - S_HS1 00X4 RL1 - CH_S88.9x3 RL1 - CH_S88.9x3 M1002 - CHS 88.9x3 RL1 - CH_S88.9x3 RL1 - CH_S88.9x3 _{F1000 - RD20}

Elevation

Denotes floor level

200mm joists & 25mm Ply Flooring

Upper Level

Giraffe Compound Level 100mm bearing

for floor joists

Joist bearing plate

This is the important dimension to set the correct height of the platform. B4 - S_HS1 00X4 B4 - S_HS1 00X4 B4 - S_HS1 00X4 B3 - S HS100 X4 B3 - S HS100 X4 C1 - SHS1 0 0X4 C5 - SHS1 0 0X4 C1 - SHS1 0 0X4 C4 - SHS1 0 0X4 C1 - SHS1 0 0X4 C4 - SHS1 0 0X4 C1 - SHS1 0 0X4 C3 - SHS1 0 0X4 C1 - SHS1 0 0X4 C3 - SHS1 0 0X4 C1 - SHS1 0 0X4 C1 - SHS1 0 0X4 C2 - SHS1 0 0X4 C2 - SHS1 0 0X4 C5 - SHS1 0 0X4 C1 - SHS100X4 1600 1727 1245 1390 4572 225 1120 2396 2204 920 80

(8)

3D View

354 65 246 65 246 ₆₇ 243 65 246 65 246 65 246 65 246 65 246 65 246 65 246 65 193

Hot Dipped Galvanised

PFC

230 x75

x2

6 _{All Web Holes 14ø}

2 - 22ø

162 120 708 120 708 120 908 120 746 132 120 687 120 148 1207 3712 180 63 65 100 65 140 100

Flange Holes 14ø

35mm Backmark

Flange Holes 14ø

35mm Backmark

Flange Holes 22ø

35mm Backmark

108 ° 108 ° 144° 117° 11 7° 126°

F512

1 No. PFC230x75x26 - S275JR - Mkd S9

S9

2 - 24ø FL80x20 - S275JR - Mkd F512 40 40 80 50 130 50 230

View on Stringer & Treads

183

225

A3

Index

Date

Description

REVISIONS

Example Client

Example Project

Example Drawing

ST

CH

DATE

NTS

0000

EX - 01

50 32

(9)

100 6000 6000 6000 100 6000 C2 - UC203x203x46 C2 - UC203x203x46 B7 U B 406 x1 7 8x 54 B3 U B 406 x1 7 8x 54 B6 U B 406 x1 7 8x 54 B5 - UB254x146x31 B2 - UB254x146x31

B1 - UB254x146x31 B4 - UB254x146x31 B1 - UB254x146x31

C1 - UB406x178x54 C1 - UB406x178x54 C3 - UB305x165x40 C3 - UB305x165x40 C9 - UC203x203x46 C10 - UC203x203x46 B3 U B 406 x1 7 8x 54 B2 - UB254x146x31

1st Floor Plan

Typical Floor Beam Connections

UB406x178x54 UC203x203x46 UB254x146x31 80 150 80 50 40 80 40 50 45 45 PLT 10x150x410 4 M20 8.8 XOX 4 M20 8.8 XOX PLT 10x150x160 @ 90 c/c

Truss Eaves Connection

Truss Apex Connections

Truss Bottom Splice

100 PLT 15x220x230 FL200X10 PLT 10x200x220 40 11 0 100 100 74 40 70 70 40 50 65 100 55 10 4 M20 8.8 XOX 3 M20 8.8 XOX 4 M20 8.8 XOX PLT 15x220x230 10 55 100 65 UC203x203x46 UB305x165x40 UC203x203x46 SHS100X4 30 140 30 30 90 30 10 55 100 65 278 135 100 55 10 750 66

+6.267

580 1264

Eaves Haunch

Apex Haunch

100 PLT 15x180x300 PLT 15x180x230 4 M20 8.8 XOX 4 M20 8.8 XOX PLT 10x150x200 4 M20 8.8 XOX @ 100 c/c 1800

+5.500

+6.267

100 100 100 180 100 100 60 10 17 6 M20 8.8 XOX PLT 20x180x750 PLT 15x80x379 UB356x171x45 UB356x171x45 UB406x178x54 250 250 UC152x152x30 UB356x171x45 PLT 20x180x530 2 M20 8.8 XOX 6 M20 8.8 XOX 90 160 100 100 70 10 @ 100 c/c @ 100 c/c @ 100 c/c @ 100 c/c 6 M20 8.8 XOX @ 100 c/c 400

Gable & Jack Rafter

Eaves Connection

80 120 70 10 4 M20 8.8 XOX PLT 10x150x280 UB254x146x31 @ 90 c/c

1 B

A

B

4

3

4

1

2

1

2

3 B

1 A3

Index Date Description

REVISIONS Example Client Example Project Example Drawing ST CH DATE NTS 0000 EX - 01

(10)

General Notes

1. All welds continuous 6mm fillet U.N.O.

2. This drawing must not be scaled.

Zinc Phosphate Primer

8 - 22ø

6 - 22ø

10 - 22ø

4x F500

1 No. UB457x191x82 - S275JR - Mkd B1

F501 - FL200x15x480 Lg

F500 - FL90x10x200 Lg

1938

300 1722

0 1938

2238

3960

1185

1275

460 2003

90 90

1777

0 2003

2093

2183

3960

45

191 6 - 22ø

50 50 50 50

10

50 50 50

10

10 A

A

Section A - A

F500 - FL90x10x200 Lg

F501 - FL200x15x480 Lg

460

200

244 Mark

Quantity

Profile

Length

Material

Area (m²)

Weight (kg)

B1

1 Values for ONE assembly:

M500

1 UB457x191x82

3,960

S275JR

6.60

322.9 F501

2 FL200x15

480 S275JR

0.21

11.3 F500

6 FL90x10

200 S275JR

0.04

1.5

A3

Index

Date

Description

Author

Example Project

(11)

Mark

Quantity

Profile

Length

Material

Area (m²)

Weight (kg)

F529

60 FL110x10

136 S275JR

0.03

70.2 F530

5 FL200x10

350 S275JR

0.15

27.5 F531

107 FL130x10

130 S275JR

0.04

142.0 F532

6 FL150x10

190 S275JR

0.06

13.4 F533

4 FL150x8

220 S275JR

0.07

8.3 F534

7 FL200x10

182 S275JR

0.08

20.0 F535

4 FL200x10

175 S275JR

0.08

11.0 F536

16 FL100x10

130 S275JR

0.03

16.3 F537

4 FL150x10

195 S275JR

0.07

9.2

0.26

317.8 LOT

QTY

F529

60 F530

5 F531

107 F532

6 F533

4 F534

7 F535

4 F536

16 F537

4 Index

Date

Description

Author

General Notes

1. All holes 22Ø U.N.O.

2. This drawing must not be scaled.

[MS]

-ST Date

Example project

160

104

As Marked

30

106

128

8

136

30

56

24

110 ₁₀₂

8 2 - 18ø

60 No. FL110x10 - Mkd F529

35

280

35

350

50

100

50

200 5 No. FL200x10 - Mkd F530

30

70

30

130

50

56

24

130 2 - 18ø

2 - 18ø

107 No. FL130x10 - Mkd F531

60

70

60

190

30

90

30

150 6 No. FL150x10 - Mkd F532

40

70

40

220

30

90

30

150 4 No. FL150x8 - Mkd F533

61

44

95

200

69

55

59

182 7 No. FL200x10 - Mkd F534

59 23 118

200

59

66

49

175 4 No. FL200x10 - Mkd F535

130

100 16 No. FL100x10 - Mkd F536

42

70

83

195

30

90

30

150 4 No. FL150x10 - Mkd F537

(12)

Mark

Quantity

Profile

Length

Material

Area (m²)

Weight (kg)

C5

1 Values for ONE assembly:

M14

1 UB406x178x54

6,672

S275JR

10.01

361.3 F33

1 FL250x20

450 S275JR

0.25

17.7 F36

2 FL80x15

379 S275JR

0.07

3.5 F26

2 PLT10x174

199 S275JR

0.06

2.1 F23

1 FL130x10

163 S275JR

0.05

1.7 F16

2 FL120x10

148 S275JR

0.04

1.4 F22

1 FL100x10

130 S275JR

0.03

1.0 F17

2 FL80x10

80 S275JR

0.02

0.5 General Notes

1. All welds continuous 6mm fillet U.N.O.

2. This drawing must not be scaled.

6672

430

140 6102

403 Zinc Phosphate Primer

F36

F26

F16

F17

F16

F23

F22

4 - 22ø

6672

87 100 100 180 100 100

6005

87

53 2x F36

F26

2 - 22ø

F26

2 - 22ø

F16

2x F17

F16

F23

F22

4 - 14ø

12 - 22ø

F33

4 - 22ø

2x F36

F23

F22

22 F26

F16

4 - 14ø

2x F17

2 - 18ø

F16

4 - 14ø

A

B

C

Section A - A

Section B - B

Section C - C

1 No. UB406x178x54 - S275JR - Mkd C5

911 64 46 64

4798

64 46 64

616

50

22

62

64

342 33 33

87 5363

173

56

90

256 33 33

106

106 25 50 25

A3

Index

Date

Description

Author

Example Project

(13)

Mark

Quantity

Profile

Length

Material

Area (m²)

Weight (kg)

R1

4 Values for ONE assembly:

M500

1 UB305x165x40

7,458

S275JR

9.36

298.6 F500

1 UB305x165x40

1,417

S275JR

1.78

28.5 F519

1 FL180x15

640 S275JR

0.26

13.6 F518

1 FL180x15

560 S275JR

0.22

11.9 F501

1 UB305x165x40

459 S275JR

0.58

8.3 cl500

5 KING CD23

233 Cold Rolled

0.00

1.3 F508

2 FL80x10

80 S275JR

0.02

0.5 Total for ONE assembly:

12.22

368.2 General Notes

1. All welds continuous 6mm fillet U.N.O.

2. This drawing must not be scaled.

cl500

F508

cl500

_cl500

F500

F501

cl500

F518

4 - 22ø

F519

6 - 22ø

F518

cl500

4 - 14ø

F501

cl500

4 - 14ø

2x F508

2 - 18ø

cl500

4 - 14ø

F500

2x F508

2 - 18ø

cl500

F500

F519

Section A - A

Section B - B

Section C - C

Section D - D

4 No. UB305x165x40 - S275JR - Mkd R1

8

8 7458

53 7405

303

235 1540

1540

1064

0

235 1775

3315

4855

6395

7458

165 40 50

40

100

360

90

40 50 40

10

50 A

A

B

C

D

233

A3

80 °

10 0°

Index

Date

Description

Author

Example Project

(14)

Mark

Quantity

Profile

Length

Material

Area (m²)

Weight (kg)

RL1

4 Values for ONE assembly:

RL1

1 CHS88.9x3

2,308

S275JR

0.64

14.7 M1000

1 CHS88.9x3

2,308

S275JR

0.64

14.7 F1000

19 RD20

892 S275JR

0.06

41.8 F1002

4 FL100x10

180 S275JR

0.04

5.7 LOT

QTY

4 Index

Date

Description

Author

General Notes

1. All holes 22Ø U.N.O.

2. All welds continuous 6mm fillet U.N.O.

3. This drawing must not be scaled.

[A]

-Giraffe Viewing Platform

n/a

RL1

F1

0

00 F1002

F1002

4 No. Mkd RL1

(Galvanised)

87

118

117

118

117

118

117

118

117

106

0

87

204

322

439

557

674

792

909 1027

1144

1262

1379

1497

1614

1732

1849

1967

2084

2201

2308

981

50

60

120

801

60

120

50

60

120

801

60

120 M1000 - CHS88.9x3

F1

0

0 R

D

20 RL1 - CHS88.9x3

F1002 - FL100x10x180 Lg

(15)

Mark

Quantity

Profile

Length

Material

Area (m²)

Weight (kg)

SG7

1 Values for ONE assembly:

SG7

1 PFC200x90x30

432 S275JR

0.32

12.9 M511

1 PFC200x90x30

344 S275JR

0.26

10.2 F509

5 FL50x10

130 S275JR

0.02

2.6 Total for ONE assembly:

0.66

25.6 General Notes

1. All welds continuous 6mm fillet U.N.O.

2. This drawing must not be scaled.

Galv & Vent

2x F509

3x F509

M511

1 - 22ø

2 - 18ø

1 - 22ø

1 No. PFC200x90x30 - S275JR - Mkd SG7

114

86

9

36

190

68

72

57

45

9

293

77

53

14

131

116 R=250

250

30

50

50 F509 - FL50x10x130 Lg

114

86 3D View

M511 - PFC200x90x30

SG

7 -

PF

C20

0x9

0x3

0 F509 - FL50x10x130 Lg

Index

Date

Description

Author

Example Project

ST

DATE

NTS

0000

EX - 01

75°