By Graham Bizley
Following on from Graham Bizley's winning structure intimately, structure intimately II provides forty case experiences of detailing on contemporary development initiatives. Over one hundred fifty complete color drawings and images supply a reference compendium for the pro architect looking detailing concept.
Originally featured in construction Design's intimately journal, the integrated tasks characterize probably the most fascinating and leading edge suggestions in fresh structure. Graham Bizley's superbly offered element drawings enable the architect to simply see how principles and strategies should be utilized to different tasks. The e-book is organised through development style for speedy and simple reference.
- Accessible and numerous variety of forty detailing case experiences from the united kingdom, on giant and small architectural projects
- Presents Graham Bizley's concise and straightforward to appreciate drawings of element in overall readability to think about for layout solutions
- Up to this point united kingdom initiatives from 2008 and 2009
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Extra resources for Architecture in Detail II
Fascia and roof cladding Proﬁled aluminium standing seam cladding. 200 mm thick mineral wool insulation compressed to 165 mm. Liner tray. PPC pressed aluminium ﬂashing between fascia cladding and new glazing. 8. Fourth ﬂoor Existing roof build-up removed. Existing concrete scabbled and 75 mm reinforced concrete topping applied to reinforce existing slab. Neoprene isolating battens. 18 mm plywood. 130 mm reinforced concrete slab with 40 mm granolithic screed ground off and sealed. 140 mm concrete blockwork inner wall built up of slab.
Window frame made from 60 ϫ 60 ϫ 4 mm stainless steel angles. Window casement made from 50 ϫ 50 ϫ 3 mm stainless steel box sections. 4 mm laminated inner pane with low-E coating. Removable zinc-clad WBP plywood panels to head, cill and jamb external reveals. 12 mm thick Corian internal cill with 20 mm thick leading edge. 9. Rooﬂight 120 ϫ 120 ϫ 10 mm RSA (rolled steel angle) welded to 203 ϫ 203 mm ϫ 46 kg UC steel ridge beam. Tanalised softwood carcassing to form 9000 ϫ 900 mm rooﬂight opening.
Courtyard bar / rehearsal space m f Upper level plan – 1:500 38 7. Roller shutter Electrically operated hollow-core aluminium roller shutters bolted to steel frame. 250 ϫ 250 mm pressed galvanised steel box cover. 8. Spine wall Two parallel timber framed stud walls with air gap in between for services and sound isolation. Each wall made from 75 ϫ 50 mm softwood studs with 75 mm mineral wool insulation in between. Joints between sheathing boards, skirting and roof joists sealed with mastic for acoustic insulation.