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© 2009, AWI, AWMAC, WI - Architectural Woodwork Standards - 1st Edition, October 1, 2009
As may be updated by errata at http://www.awinet.org, http://www.awmac.com, or http://www.woodworkinstitute.com/awserrata/Section 6 - Interior & Exterior Millwork (Page 27 of 31)
EXECUTION
DESCRIPTION E C P
6.1
G E N E R A L
GENERAL (continued)
6.1.6G
A
P
S
GAPS (see Test A-C illustrations in COMPLIANCE) (continued)
6.1.6.3 Of WOOD to WOOD shall not exceed:
6.1.6.3.1 At FLAT surfaces:
6.1.6.3.1.1 0.050" (1.3 mm) in width. M
6.1.6.3.1.2 0.025" (0.65 mm) in width. M
6.1.6.3.1.3 0.012" (0.3 mm) in width. M
6.1.6.3.2 At SHAPED surfaces:
6.1.6.3.2.1 0.075" (1.9 mm) in width. M
6.1.6.3.2.2 0.050" (1.3 mm) in width. M
6.1.6.3.2.3 0.025" (0.65 mm) in width. M
6.1.6.4 Of WOOD to NON-WOOD shall not exceed:
6.1.6.4.1 At FLAT and SHAPED surfaces:
6.1.6.4.1.1 0.100" (2.5 mm) in width. M
6.1.6.4.1.2 0.075" (1.9 mm) in width. M
6.1.6.4.1.3 0.050" (1.3 mm) in width. M
6.1.6.5 Of NON-WOOD to NON-WOOD and/or ALL ELEMENTS shall not exceed:
6.1.6.5.1 At FLAT surfaces:
6.1.6.5.1.1 0.100" (2.5 mm) in width. M
6.1.6.5.1.2 0.075" (1.9 mm) in width. M
6.1.6.5.1.3 0.050" (1.3 mm) in width. M
6.1.6.5.2 At SHAPED surfaces:
6.1.6.5.2.1 0.125" (3.2 mm) in width. M
6.1.6.5.2.2 0.100" (2.5 mm) in width. M
6.1.6.5.2.3 0.075" (1.9 mm) in width. M
6.1.7F L U S H N E S S
FLUSHNESS of joinery (see Flushness Test D illustrations in COMPLIANCE):
6.1.7.1 Of WOOD to WOOD shall not exceed:
6.1.7.1.1 At FLAT surfaces:
6.1.7.1.1.1 0.050" (1.3 mm) M
6.1.7.1.1.2 0.025" (0.65 mm) M
6.1.7.1.1.3 0.012" (0.3 mm) M
6.1.7.2 Of WOOD to WOOD shall not exceed:
6.1.7.2.1 At SHAPED surfaces:
6.1.7.2.1.1 0.075" (1.9 mm) M
6.1.7.2.1.2 0.050" (1.3 mm) M
6.1.7.2.1.3 0.025" (0.65 mm) M
6.1.7.3 Of WOOD to NON-WOOD shall not exceed:
6.1.7.3.1 At FLAT and SHAPED surfaces:
6.1.7.3.1.1 0.100" (2.5 mm) M
6.1.7.3.1.2 0.075" (1.9 mm) M6.1.7.3.1.3 0.050" (1.3 mm) M6