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By David Kent Ballast(auth.)
Considerably up to date with revisions to just about all 200-plus info, this moment version of Architect's instruction manual of development Detailing offers architects, engineers, inside designers, contractors, and different development pros with all the universal building info, fabrics details, and detailing suggestions used through the undefined. the data can be utilized as is or converted to slot person venture designs. each one of book's seven sections -- formatted to keep on with the recent six-digit CSI MasterFormat approach -- includes info and similar info, together with descriptions, detailing issues, fabric standards, deploy necessities, 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 information (pages 55–142):
Chapter three steel information (pages 143–168):
Chapter four wooden information (pages 169–201):
Chapter five Thermal and Moisture defense information (pages 203–295):
Chapter 6 Door and Window info (pages 297–345):
Chapter 7 end information (pages 347–414):
Read or Download Architect's Handbook of Construction Detailing, Second Edition PDF
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Extra resources for Architect's Handbook of Construction Detailing, Second Edition
Example text
Mm) Joint width, J in in. (mm) 3/4 (19) 1 (25) Quirk, Q, in in. (mm) 3/4 (19) (22) 7/8 (22) 1 (25) 7/8 Return, R, in in. (mm) 13/16 (21) 11/16 (27) 13/16 (21) 11/16 (27) 37 38 A r c h i t e c t ’ s H a n d b o o k o f C o n s t r u c t i o n D e t a i l i n g Figure 1-17 Architectural precast joints 03 45 17 structural connection as required J (a) reveal joint optional secondary seal applied from the inside sealant and backer rod (b) chamfered joint exterior sealant: open at vertical joints to provide weep holes air seal: gasket or sealant with backing rod, 1/2" (13) min.
Therefore, Fig. 1-20 only gives a few of the general requirements that are helpful for the preliminary design. A concrete structural frame is indicated, but panels can just as easily be attached to a steel frame. See Fig. 1-10 for another type of spandrel panel. Figure 1-20 Architectural precast spandrel panels 03 45 20 3/8" (10) min. interior finish not shown for clarity welding plate cast in haunch welding clip angle shims for leveling safing insulation tie-back connection as required 3/8" (10) min.
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. Open shapes may require more reinforcing, temporary braces during transportation and erection, and thicker castings. Precast panels should be made as large as possible to minimize shipping and erection costs.