Page 1 GSS Drafted by: Emil Lillo Drawing Type: Fabrication drawing Client: Martin MacGuire Drawing 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 staircase in situ. All metal components are in stainless steel 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
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Page
1G
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.
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).
Component-2Milled oak handrail
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)
Project: Handrail Design 1Client: Martin MacGuire Contact: [email protected] by: Emil LilloDrawing nr: 1
GSS
Page
8
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.