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Central steel column 10mm thick steel tread plate. All welded joints 20mm steel baluster welded to end or support plate 6nos. 6mm drilled pre-drilled holes for accomodating screws 20mm steel baluster welded to end or support plate 19° 25mm thick hardwood tread. Secured with concealed screws from beneath 25mm thick hardwood tread. Secured with concealed screws from beneath 20mm steel baluster welded to end or support plate 10mm thick steel tread plate. All welded joints 10mm thick steel support plate to each side of tread plate. All welded joints 100mm Central steel column
3
Detail 298 298 2 98 18
03
17 13
100
14
05
15
07
09
10
11
12
D-1101 Detail
850
04
16
06
1
08
150mm x 100mm hardwood beams
900
19
150mm x 25mm hardwood flooring. Screwed to beams.
1,800
01
Wooden balusters. See Detail 09
900
02
850
8 29
19°
1:25
150mm x 100mm hardwood beams
1:50
Wooden treads supported by steel framing. See details Single curved steel handrail welded to balusters. Black oil paint finish 20mm steel balusters welded to steel tread support. Black oil paint finish
4 Nos. 16 mm steel bars welded to steel columns and embedded into ground beam
See detail (8 Staircase tread) for steel tread support
Welded 10mm steel plate foot set to top of foundation wall
2
Detail
1:50
This license is for personal use only. Personal use Detail Category means non-commercial use. The Media may not be used in any way whatsoever in which you charge money, collect fees, or receive any form of remuneration. The details may not be used in advertising, resold, relicensed, or sub-licensed. Title and ownership, and all Drawing Subset Name rights now and in the future, of and for the Media remain exclusively with Maramani. There are no warranties, express or implied. The details are provided 'as is.' Maramani will not be liable for any third party claims or incidental, consequential or other damages arising out of Layout ID Drawing Scale the use of the details.
Stairs and Baluster
Steel and wood Stair Details
www.maramani.com /
[email protected] GSPublisherEngine 0.5.100.100
M.11.1
1:50, 1:25