fabricationdrawing martinmacquire handrail design1...

G

SS

Drafted by: Emil Lillo

Drawing Type:Fabrication drawing

Client: Martin MacGuireDrawing nr: 1 Project: Handrail Design 1

Disclaimer:It is the clients responsibility to have all drawings signed off by their own structural engineers and health and safety advisors before project commencement.

Drafted By:EL

Contact: [email protected]

Notes:

Fabricator of handrail is advised to confirm measurements of staircasein situ.

All metal components are in stainlesssteel if not specified otherwise.

Final finish of metal surfaces to be considered by clients in liason with fabricators.

Paper template on page 15 to be used as guide during fabrication only.

Date: 07/04/2015

Panels + handrail (mounted onto metal structure)Sideviews, scale 1:10

Page

2

Steel panelssee page 8

(bolted to vertical posts)Oak handrailsee page 5(bolted to curved flatbar)

Project: Handrail Design 1Drafted by: Emil Lillo Client: Martin MacGuire Contact: [email protected] nr: 1

GSS

Steel base plate,see page 4(fixed to oak staircase)

Page

3

Vertical steel posts,see page 6

(welded onto curved flatbar)

Metal structure (mounted onto staircase)Sideviews, scale 1:10

Hidden steel support,see page 5(embedded in oak handrail)

Contact: [email protected] by: Emil LilloDrawing nr: 1 Project: Handrail Design 1Client: Martin MacGuire

GSS

46.0

Hole for M10 bolt(fixture-3, see page 14)

22.5°


Page

4

Component-8custom curved stainless steel flat bar 40x5mm

Steel base plate (2 pieces)Topview, scale 1:10

Position of verticals postsCHS 20x2mm

40.0

+0.0 (floor)

Existing oak base

Measurement between points as seen from above (not between pointson different elevation)

22.5

°

22.5

°

22.5°

Fabricator is adviced to lasercut curved flatbar from plate steel. Laser cutting file to be traced frompaper template cut on site (see page 15).

F-1 = Fixture-1 F-2 = Fixture-2 F-3 = Fixture-3 (see page 14)

Oak staircase (existing)Topview, scale 1:10

46.0

22.7

°

22.6

°

21.8°

22.9°

100.0

112.

039

0.0

44.0

175.

5

1113.9

247.0

458.

1

449.

1

464.4

Component-7custom curved stainless steel flat bar 40x5mm

Confirm measurements in drawing with staircase on site

All holes fixings in oak staricase to be drilled after curved flatbar base has been fabricated, see page 14.

Flat bar piecesbutt welded together

+1340.0+1120.0

+895.0

+670.0

+450.0

+225.0

F-2F-2F-2

F-2

F-2

F-1

F-1

F-1

F-1

F-2

F-2

F-1

F-1

F-2

F-2

F-1

F-1

F-2

F-2

F-3

478.8

478.8

478.

8

478.

8

478.8

439.1

22.5°

1119

.7


GSS

Drawing nr: 1 Drafted by: Emil Lillo Contact: [email protected]: Martin MacGuire Project: Handrail Design 1

20x2 mm CHS

Stainless insert nut M6

Stainless countersunk socket bolt M6x35 mm

38.2°

End of handrail to berounded off accordingto clients preference

Component-3Milled oak handrail


Oak handrail (3 pieces)Topview, scale 1:10

35.0

'hidden steel support'Custom curved stainless steel

flat bar 30x5 mm

Fabricator to match oak handrailwith curved flatbar, see detail of fixture below. Profile and width of oak handrail could be adjustedafter clients preference.

Component-5Custom curved stainless steel flat bar 30x5mm

Component-4Custom curved stainless steel flat bar 30x5mm

'oak handrail'Milled profile to follow hidden steel support

46.0

Location point for vertical posts(joined to flatbar with filled weld)

Flat bar piecesbutt welded together

Predrilled holes for insert nut(wood worker to match with holes 'hidden steel support')

Page

5

Hidden steel support (2 pieces)Topview, scale 1:10

38.2

°

38.2°

119.0 cc

30.0

255.0

Countersunk hole for M6 bolts

+2209 mmfrom floor

+1621 mm from floor

Fillet weld

60.0

8.08.0 30.0

5.0

20.0

Detail of handrailSection, scale 1:1

+998 mmfrom floor

Fabricator is adviced to lasercut curved flatbar from plate steel. Laser cutting file to be traced frompaper template cut on site (see page 16).


2741.0 mm(exterior length, both pieces together)Match measurement with paper template

Project: Handrail Design 1Client: Martin MacGuire Contact: [email protected] by: Emil LilloDrawing nr: 1

GSS

Vertical posts (6 pieces)Scale 1:5

12 mm Ø

Page

6

The varying mitre joints and height of posts needs to be checked and adjusted in situ, against previously fabricated custom curved flat bars (page 4 & 5).

V-5

Stainless 20x2 mm CHS

Angle has to be checked against curvature of existingoak base (should be between 23°-28°). Angle might vary from post to post. All post should stand vertically in relation to floor and stair steps.

23°-28°

762.

3

69.5

353.

329

0.0

49.4

762.

0

49.3

365.

527

8.8

68.4

760.

8

48.8

416.

922

4.9

70.145

.8

761.

0

44.1

244.

040

0.0

72.9

761.

8

316.

633

0.1

69.2

762.

0

62.6

390.

821

8.4

90.1

V-6V-4V-3V-2V-1

Vertical posts detailsSideview, Scale 1:1

Fillet weld

Stainless steel flat bar 25x3 mm(welded onto vertical post)

4.0 12.0

11.0

20.0

25.0

40.0

2.0

20.0

Project: Handrail Design 1Client: Martin MacGuireDrawing nr: 1 Contact: [email protected] by: Emil Lillo

GSS

Vertical-5(page 6)

Component-8(page 4))

Vertical-1(page 6)

Page

7

Vertical-2(page 6)

Vertical-3(page 6)

Existing oak base(page 4)

Component overview,Exploded view

Vertical-6(page 6)

Component-4(page 5)

Component-5(page 5)

Component-1(page 5)

Component-2(page 5)

Component-3(page 5)

Vertical-4(page 6)

Component-7(page 4)


GSS

Panel-3(page 11)

Cutting path for panels will be provided as DWG files.

Surface finish of steel plateto be chosen by client in liason with fabricator.

Steel panel overview (5 pieces)unrolled view, scale 1:10

Panel-1(page 9)

Panel-2(page 10)

Panel-5(page 13)

Panel-4(page 12)

Project: Handrail Design 1Client: Martin MacGuireDrawing nr: 1 Contact: [email protected] by: Emil Lillo

GSS

Panel 1Lasercut pattern, Scale 1:5(provided as panels.dwg)

V-4

D-1

Panel 1 in situTopview, Scale 1:10

V-1

D-1

D-1 D-1

D-3

Edges to be finished

V-2

D-2

D-2

D-2

D-2

Lasercut stainless steel 4 mm(finish to be chosen by client)

Rolled, radius 1230 mm(see topview)


Round stainless coupling M6x20 mm

D-3

Page

9

D-1


Lasercut panelStainless steel 4 mm

20.0 - 23.0

Countersunk hole for M6x12mm stainless socket bolt

Detail-1Scale 1:1

Detail-2Scale 1:1

235.

0

1084

.4

886.2

42.0

128.0 (rolled convex) 720.0 (rolled concave)

Lasecut hole for M6 bolt(countersunk on right

side, see Topview)

rolled 180° around 20 Ø pipe(see detail same page)

Interior curve,radius 1230 mm

*ref.2

*ref.1

*ref.1

*ref.2

Interior curve length 36 mm

Exterior curve length 49 mm

D-1


D-3

Fillet weld

V-6

V-5

V-3

V-1

V-2


GSS

D-2

Page

10

D-3


20.0 - 23.0

D-3

D-3

D-3

D-2



D-2

D-2

D-2





D-3


D-3

Fillet weld


Countersunk holefor M6x12mm stainless

socket bolt964.9

1192

.0

240.0

245.

0



side, see Topview)

*ref.1

*ref.2

*ref.2

*ref.1

V-6

V-5

V-3

V-1

V-2

V-4

Detail-3Scale 1:1

D-2

Detail-2Scale 1:1


GSS

Detail-3Scale 1:1

D-3

D-3


D-3

D-3

D-3

D-2

D-2


D-2

D-2

D-2

D-2




socket bolt


Fillet weld

20.0 - 23.0

D-3


D-2



964.9

1093

.9

245.0

240.

0


side, see Topview)


Base

*ref.2

*ref.1

*ref.2

*ref.1

V-6

V-5

V-3

V-1

V-2

V-4


Detail-2Scale 1:1

D-2


GSS

V-1


D-2

V-2D-3

D-3

D-3

D-3


V-4

D-2

D-2

D-2

D-2

D-2




socket bolt

D-3

Page

12



Detail-3Scale 1:1



V-5

245.0

964.9

1179

.9

240.

0


side, see Topview)


Base

*ref.1

*ref.2

*ref.1

*ref.2


Fillet weldD-3

20.0 - 23.0

D-2

Detail-2Scale 1:1

V-6

V-3


GSS

V-1D-2

D-2

V-3

D-2

D-2

D-2

D-3

D-3

Insert nut for M6 bolt(to be specified by fabricator)

V-5


side, see Topview)

719.7

D-4D-4

D-4

D-4 D-4

Detail-4Scale 1:1


Radius 1230 mm(see topview)

Radius 1230 mm(see topview)

D-2




20.0 - 23.0

Countersunk hole for M6x60mm stainless socket bolt

Detail-2Scale 1:1


Fillet weld

Exterior curve length 49 mm

Interior curve length 36 mm

V-6

238.3

1000.0

1075

.3

42.0

240.0

rolled 180° around 20 Ø pipe(see detail same page)

Wall

Base

*ref.2

*ref.1

*ref.2

*ref.1

Countersunk hole for M6x12 mm stainless socket bolt

D-3

Wall

D-2



V-4

V-2


GSS

F-2Section cut,Scale 1:1

Oak plug to hidecross dowel

Stainless 20x2 mm CHS F-2

Drilled hole,20 mm Ø40 mm deep

30.0

30.0

F-1

F-2

46.0

40.0

Custom curved flat bar 40x5 mm(see page 4)

46.0

Stainless threaded bar, Interior 10mm Ø


Stainless threaded bar,10 mm Ø

30.0

Base fixtures

46.0

30.0

40.0

345.0

345

314.

0

26.0

46.0

Floor

Fillet weld

Drilled hole,26 mm Ø30 mm deep

Drilled hole8 mm Ø30 mm deep

Insert nut,interior M6x20 mm

Existing oak base


Base fixturesSection cut,Scale 1:2

Stainless studding couplerconnection bolt M10x30 mm


M10 Cross dowel

Custom curved flat bar 40x5 mm

Page

14

Threaded bar,10 mm Ø




GSS

Template, cut towrap the exterior surface

of the curved oak piece

Paper template

Paper template to be cut on site, and used as guide during fabrication only.

Template in situ, to be used when cutting: Baseplate (page 4)

Hidden steel support (page 5)

Template, cut to cap the curved oak piece

Existing staircase

Page

15

Client: Martin MacGuire Contact: [email protected]

GSS

Drafted by: Emil Lillo Project: Handrail Design 1Drawing nr: 1

fabricationdrawing martinmacquire handrail design1...

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