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Materials Required For Brick Construction
3/8" Joints Running Bond 1:3 Masonry Cement Mortar
100 Square Feet of Brick Wall 1000 Brick
Wall
Thickness
Standard
Brick
Required
Bags
Masonry
Cement
Sand
(cu. ft.)
Mortar
(cu. ft.)
Wall
Thickness
Bags
Masonry
Cement
Sand
(cu. ft.)
Mortar
(cu. ft.)
4" 675 40 12.0 12.0 4" 6.0 180 18.0
8" 1350 10.0 300 30.0 8" 8.0 24.0 24.0
12" 2025 160 48.0 48.0 12" 8.0 24.0 240
Note: Mortar quantities given allow tor 20% waste and all joints filled.

Plaster and Stucco
Mortar Requirements
(Per 100 Square Feet)
Mix 1:1½ 1:2 Mix 1:2½ 1:3
Thickness Bags
Masonry
Cement
Sand
(cu. ft.)
Bags
Masonry
Cement
Sand
(cu.ft.)
Thickness Bags
Masonry
Cement
Sand
(cu. ft.)
Bags
Masonry
Cement
Sand
(cu. ft.)
1/4" 1.3 2.0 1.1 2.2 1/4" 1.0 2.5 .9 2.7
3/8" 2.0 2.5 1.7 3.4 3/8" 1.4 3.5 1.2 3.6
1/2" 2.6 3.9 2.2 4.4 1/2" 1.9 4.7 1.7 5.1
5/8" 3.3 4.9 2.8 5.6 5/8" 2.3 5.8 2.1 6.3
3/4" 4.0 6.0 3.3 6.6 3/4" 2.9 7.2 2.5 7.5
Note: 10% allowance for waste. Masonry cement is recommended and approved for parging plaster and stucco.

Materials Required for Concrete Masonry Construction
Wall
Thickness
Unit
Size
(WxHxL)
Per 100 Square Feet Per
100 Units
Units Bags
Masonry
Cement
Bags
Masonry
Cement
4" 4 x 4 x 16 225 4.3 2
6" 6 x 4 x 16 225 4.3 2
8" 8 x 4 x 16 225 4.3 2
4" 4 x 8 x 16 112.5 2.8 2.5
6" 6 X 8 X 16 112.5 2.8 2.5
8" 8 x 8 x 16 112.5 2.8 2.5
12" 12 X 8 X 16 112.5 2.8 2.5
Note: Mortar quantities based upon 3/8" joints, face shell bedding, waste allowance.

Mortar Proportion Specification Requirements
Mortar Type Proportions by Volume (Cementitious Materials)  
Portland Cement
or Blended Cement
Masonry Cement Hydrated Lime
or Lime Putty
Aggregate Ratio (Measured in
Damp, Loose Conditions)
Type M Type S Type N
Cement-lime M 1       1/4  
  S 1       Over 1/4 to 1/2  
  N 1       Over 1/2 to 1-1/4  
  O 1       Over 1-1/4 to 2-1/2  
Masonry
Cement
M 1     1    
M   1       Not less than 2-1/4 and not more than 3 times the sum of the separate volumes of cementitious materials.
  S 1/2     1  
  S     1    
  N       1  
  O       1  
Note: Two air-entraining materials shall not be combined in mortar.