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Masonry Cement Mortar Type M or S 6'-0" 8'-0" 16'-8" 25'-4" 12'-8" 12'-8" 28'-8" 33'-4" Type N 6'-0" 6'-8" 16'-8" 25'-4" 12'-8" 11'-4" 28'-8" 33'-4"
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8-in, unreinforced, unbonded 8-in, unreinforced, bonded3 8-in, reinforced4, unbonded2 or bonded3 No 5 at 10 ft on center No 5 at 4 ft on center 12-in, unreinforced, unbonded2 12-in, unreinforced, bonded3 12-in, reinforced4, unbonded2 or bonded3 No 5 at 10 ft on center No 5 at 4 ft on center
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6'-0" 10'-0" 16'-8" 25'-4" 12'-8" 15'-4" 28'-8" 33'-4"
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* 25 mph evacuation wind speed by instrument; 20 mph evacuation wind speed visually 1 Applies to all hollow concrete masonry of 95 pcf and greater density, all solid concrete masonry, and to hollow and solid clay masonry 2 Assumes an unbonded condition between the wall and foundation such as at flashing Height exception: walls up to 8 ft tall above the ground do not need to be braced 3 Assumes continuity of masonry at the base (ie, no flashing) 4 Reinforced walls are considered unreinforced until grout is in place 12 hours Indicated reinforcement is minimum required and shall be continuous into the foundation Minimum lap splice for grout less than 24 hours old 40 in; minimum lap splice for grout 24 hours old or more 30 in For reinforced walls not requiring bracing, check adequacy of foundation to prevent overturning (Council for Masonry Wall Bracing, Standard Practice for Bracing Masonry Walls Under Construction, Mason Contractors Association of America, Lombard, IL, July 2001)
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Maximum Unbraced Wall Height During the Intermediate Period (25 mph Design Wind) Maximum Unbraced Wall Heights for 25 mph Design Wind Speed*1 Wall Type PC-Lime or Mortar Cement Mortar Type M or S Type N 8'-8" 10'-8" 20'-0" 26'-0" 18'-0" 18'-0" 28'-8" 33'-4" 8'-8" 12'-0" 20'-0" 26'-0" 18'-0" 20'-0" 28'-8" 33'-4" Masonry Cement Mortar Type M or S 8'-8" 10'-0" 20'-0" 26'-0" 18'-0" 16'-8" 28'-8" 33'-4" Type N 8'-8" 8'-8" 20'-0" 26'-0" 18'-0" 15'-4" 28'-8" 33'-4"
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8-in, unreinforced, unbonded2 8-in, unreinforced, bonded3 8-in, reinforced4, unbonded2 or bonded3 No 5 at 10 ft on center No 5 at 4 ft on center 12-in, unreinforced, unbonded2 12-in, unreinforced, bonded3 12-in, reinforced4, unbonded2 or bonded3 No 5 at 10 ft on center No 5 at 4 ft on center
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* 20 mph evacuation wind speed by instrument; 15 mph evacuation wind speed visually 1 Applies to all hollow concrete masonry of 95 pcf and greater density, all solid concrete masonry, and to hollow and solid clay masonry 2 Assumes an unbonded condition between the wall and foundation such as at flashing Height exception: walls up to 8 ft tall above the ground do not need to be braced 3 Assumes continuity of masonry at the base (ie, no flashing) 4 Reinforced walls are considered unreinforced until grout is in place 12 hours Indicated reinforcement is minimum required and shall be continuous into the foundation Minimum lap splice for grout less than 24 hours old 40 in; minimum lap splice for grout 24 hours old or more 30 in For reinforced walls not requiring bracing, check adequacy of foundation to prevent overturning (Council for Masonry Wall Bracing, Standard Practice for Bracing Masonry Walls Under Construction, Mason Contractors Association of America, Lombard, IL, July 2001)
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TABLE 98
Maximum Unbraced Wall Height During the Intermediate Period (20 mph Design Wind) Maximum Unbraced Wall Heights for 20 mph Design Wind Speed*1 Wall Type PC-Lime or Mortar Cement Mortar Type M or S Type N 12'-8" 14'-8" 20'-8" 26'-0" 28'-0" 25'-4" 28'-8" 33'-4"
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Masonry Cement Mortar Type M or S 12'-8" 13'-4" 20'-8" 26'-0" 28'-0" 23'-8" 28'-8" 33'-4" Type N 12'-8" 12'-0" 20'-8" 26'-0" 28'-0" 22'-0" 28'-8" 33'-4"
8-in, unreinforced, unbonded 8-in, unreinforced, bonded3 8-in, reinforced4, unbonded2 or bonded3 No 5 at 10 ft on center No 5 at 4 ft on center 12-in, unreinforced, unbonded2 12-in, unreinforced, bonded3 12-in, reinforced4, unbonded2 or bonded3 No 5 at 10 ft on center No 5 at 4 ft on center
12'-8" 16'-0" 20'-8" 26'-0" 28'-0" 27'-4" 28'-8" 33'-4"
* 15 mph evacuation wind speed by instrument; 10 mph evacuation wind speed visually 1 Applies to all hollow concrete masonry of 95 pcf and greater density, all solid concrete masonry, and to hollow and solid clay masonry 2 Assumes an unbonded condition between the wall and foundation such as at flashing Height exception: walls up to 8 ft tall above the ground do not need to be braced 3 Assumes continuity of masonry at the base (ie, no flashing) 4 Reinforced walls are considered unreinforced until grout is in place 12 hours Indicated reinforcement is minimum required and shall be continuous into the foundation Minimum lap splice for grout less than 24 hours old 40 in; minimum lap splice for grout 24 hours old or more 30 in For reinforced walls not requiring bracing, check adequacy of foundation to prevent overturning (Council for Masonry Wall Bracing, Standard Practice for Bracing Masonry Walls Under Construction, Mason Contractors Association of America, Lombard, IL, July 2001)
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