By David Kent Ballast(auth.)
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):
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Extra resources for Architect's Handbook of Construction Detailing, Second Edition
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.
Architect's Handbook of Construction Detailing, Second Edition by David Kent Ballast(auth.)