Tn 18A web-nov06. indd
Brick Industry Association
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Brick Industry Association | TN 18A
| Accommodating Expansion of Brickwork | Page 7 of 11
Figure 9 Alternate Expansion Joint Detail Inverted Lipped Brick (b) Lipped Brick (a) Shelf Angle Weep Sealant and Backer Rod Min. 1/4” (6 mm) Thick Compressible Material Flashing Lipped Brick Flashing Protection on Bolt Heads Shelf Angle Weep
Sealant and Backer Rod Min. 1/4 in. (6 mm) Thick Compressible Material Flashing
Lipped Brick Flashing Protection on Bolt Heads
www.gobrick.com | Brick Industry Association | TN 18A
| Accommodating Expansion of Brickwork | Page 8 of 11
STRUCTURES WITHOUT SHELF ANGLES Some buildings with brick veneer construction do not support the brickwork on shelf angles. These typically include low-rise buildings constructed with wood and steel stud framing and buildings with shear walls. Building Code
to the top plate and 38 ft (12 m) to the top of a gable. Brick veneer with a rigid backing of concrete or concrete masonry has no such limitation in the code. Brick veneer with this rigid backing may be supported by the foundation without intermediate shelf angles to a recommended maximum height of about 50 ft (15 m), provided the building is Anchorage to Steel Beam (section) (a)
Anchorage to Steel Column (plan) (b)
Anchorage to Concrete Beam (section) (c)
Anchorage to Concrete Column or Wall (section) (d) Adjustable Anchor Dovetail Anchor Compressible Filler
Dovetail Slot Dovetail
Anchor Dovetail Slot Concrete Slab
Welded Anchor Rod Wire Anchor Insulation CMU Joint Reinf. with Eye & Pintle
Debonded Shear
Anchor Joint Reinforcement with Eye & Pintle Insulation Dampproofing Compressible Filler Flashing Membrane Adjustable Ties Yüklə 324,88 Kb. Dostları ilə paylaş:
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