• Home
  • Construction
  • Architect's Handbook of Construction Detailing, Second by David Kent Ballast(auth.) PDF

Architect's Handbook of Construction Detailing, Second by David Kent Ballast(auth.) PDF

By David Kent Ballast(auth.)

ISBN-10: 0470381914

ISBN-13: 9780470381915

ISBN-10: 1118260228

ISBN-13: 9781118260227

Considerably up-to-date with revisions to just about all 200-plus info, this moment version of Architect's guide of development Detailing offers architects, engineers, inside designers, contractors, and different construction pros with all the universal development info, fabrics details, and detailing suggestions used during the undefined. the knowledge can be utilized as is or changed to slot person venture designs. every one of book's seven sections -- formatted to stick with the hot six-digit CSI MasterFormat approach -- includes information and comparable details, together with descriptions, detailing concerns, fabric requisites, deploy specifications, tolerance coordination, and sure failure issues. also, SI (metric) equivalents were further to all dimensions.Content:
Chapter 1 Concrete information (pages 1–53):
Chapter 2 Masonry info (pages 55–142):
Chapter three steel information (pages 143–168):
Chapter four wooden information (pages 169–201):
Chapter five Thermal and Moisture safeguard info (pages 203–295):
Chapter 6 Door and Window information (pages 297–345):
Chapter 7 end info (pages 347–414):

Show description

Read or Download Architect's Handbook of Construction Detailing, Second Edition PDF

Best construction books

Download PDF by Stolkin R. (ed.): Scene reconstruction, pose estimation and tracking (I-Tech,

Stolkin R. (ed. ) Scene reconstruction, pose estimation and monitoring (I-Tech, 2007)(ISBN 9783902613066)(600dpi)(T)(538s)_CsIp_

New PDF release: Stone: Building Stone, Rock Fill and Armourstone in

The Engineering team of the Geological Society convened a operating social gathering in 1993 and gave it the target of offering an authoritative, finished and modern account of the use in building of rock in better particulate shape, in this case normally known as 'stone'. The club of the operating celebration comprised specialists within the origins, research, extraction, processing, use, specification, decay, cleansing and service of stone.

Brian Scaddan's Design and verification of electrical installations PDF

There are universal misconceptions concerning bonding, voltages, disconnection occasions and sizes of earthing conductors. This booklet clarifies the necessities and descriptions the proper tactics to keep on with. it truly is appropriate for electric contractors, technicians and different staff curious about designing and trying out electric installations.

Extra resources for Architect's Handbook of Construction Detailing, Second Edition

Example text

Figure 1-14(a) illustrates a panel cast in one operation. For more complex shapes, panels can be fabricated in two or more castings, as shown in Fig. 1-14(b). Because there are so many possible variations of precast panels, this section only outlines some of the general requirements. Limitations of Use Non-load-bearing panels only resist forces resulting from transfer of wind and seismic loads and transfer of the panel’s own weight to the structure. Special connections, which allow pronounced lateral movement, are required in high seismic areas.

Quirk returns should not be less than 3/4 in. 5 times the maximum size of the aggregate. The sizes of quirks and returns based on joint widths as recommended by the Precast/Prestressed Concrete Institute are given in Tables 1-2 and 1-3. To avoid alignment problems with mitered corners, a separate corner piece may be cast or the miter connection assembled in the shop and shipped to the site in one piece. Coordination Required Detail corner pieces to accommodate erection tolerances. Size and locate joints to accommodate building movement as well as fabrication and erection tolerances.

See Section 1-13 for architectural precast tolerances. Detailing Considerations In general, fabrication and erection costs are proportional to the level of tolerance required. Tolerances higher than industry standard should not be specified unless they are absolutely necessary. Tolerances may be cumulative between two elements or between a structural element and another building component that has its own tolerance. Erection tolerance from the theoretical building grid is ±1/2 in. (13 mm). Horizontal alignment tolerance for beams is ±1/4 in.

Download PDF sample

Architect's Handbook of Construction Detailing, Second Edition by David Kent Ballast(auth.)


by Michael
4.3

Rated 4.27 of 5 – based on 28 votes