By David Kent Ballast(auth.)
Considerably up-to-date with revisions to just about all 200-plus information, this moment variation of Architect's instruction manual of building Detailing offers architects, engineers, inside designers, contractors, and different development pros with the entire universal development info, fabrics details, and detailing thoughts used through the undefined. the data can be utilized as is or transformed to slot person venture designs. every one of book's seven sections -- formatted to stick to the hot six-digit CSI MasterFormat approach -- comprises information and similar info, together with descriptions, detailing concerns, fabric standards, set up standards, tolerance coordination, and sure failure issues. also, SI (metric) equivalents were additional to all dimensions.Content:
Chapter 1 Concrete info (pages 1–53):
Chapter 2 Masonry info (pages 55–142):
Chapter three steel info (pages 143–168):
Chapter four wooden information (pages 169–201):
Chapter five Thermal and Moisture security info (pages 203–295):
Chapter 6 Door and Window information (pages 297–345):
Chapter 7 end information (pages 347–414):
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Additional info for Architect's Handbook of Construction Detailing, Second Edition
Maximum furring or stud spacing is 24 in. (610 mm) on center. Precast concrete insulated panels can also be used in lieu of cast concrete. This construction eliminates thermal bridging and provides an extra layer of insulation. Foam insulation must be covered with a code-approved thermal barrier. This is a minimum 1/2 in. (13 mm) layer of gypsum wallboard. Refer to Section 1-9 for information on architectural concrete. Likely Failure Points Degradation of foam plastic insulation if a compatible adhesive is not used Degradation of batt insulation if subjected to moisture Air leakage due to an inadequate seal between concrete and framing Moisture penetration due to lack of an adequate seal between vapor retarder and framing Materials 07 21 16 BATT INSULATION Fiberglass, ASTM C665, Type I or Type II (unfaced or faced).
Limitations of Use The guidelines given here are for one-stage joints only. Good inspection and maintenance are required for one-stage joints to ensure that the weathertightness of the joint is maintained throughout the life of the building. This detail does not include major building movement joints or preformed compression sealants or gaskets. Detailing Considerations The number of joints should be kept to a minimum whenever possible. Joints should be located at the maximum panel thickness. Joints should be recessed with a reveal or chamfer, as shown in Fig.
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. Detailing Considerations Closed shapes are easier to handle than open shapes due to their inherent rigidity.
Architect's Handbook of Construction Detailing, Second Edition by David Kent Ballast(auth.)