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(813 mm) o.c., partially open In using elastic (control) joints, refer to NCMA TEK Bulletins 10-1A Design of Concrete Masonry for Crack Control, 10-2B Control Joints for Concrete Masonry Walls- Empirical Method, 10-4 Crack Control for Concrete Brick and Other Concrete Masonry Veneers, and 5-2A Clay and Concrete Masonry Banding Details for guidelines. Refer to NCMA TEK Bulletin 3-6B Concrete Masonry Veneers for proper veneer anchoring. Control joints are required at all openings, changes in wall height, between main intersecting walls, corners and for long running walls without openings at a distance of 1 1/2 times the height of the masonry, as outlined in TEK Guide 10-2B. View Homework Help - 10-1A from CEE 467 at University of Illinois, Urbana Champaign. NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete Association (NCMA) TEK 19-2A, 19-4A and 19-5A for flashing details, as well as NCMA TEK 10-1A and 10-2B for crack control and control joint recommendations. This short-form specification directly specifies the RainBloc® System and is important to the water penetration performance of the wall. The RainBloc® System components should be 10-2B 1.

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restrictions on Transiti on (even without profile) are always mandatory, unless cancelled by ATC. Speed 6500' At or above 1 5 5 ^ 1 9. 6 K R H ~ 7 1 1 0 ^ 1 7 5 ^ 3 5 ^ F L 0 BADSO N48 49.2 E008 36.3 Clearance limit 1 7. 9 B A D S O recommendations in NCMA TEK Manual 10-2B. Provide vertical and horizontal reinforcing in CMU walls.

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Water penetration resistance of concrete masonry walls is dependent on wall design, design for differential movement, workmanship, wall maintenance, and the application of water repellents. This TEK focuses on water repellent products for above grade walls. The other factors are discussed in TEKs 10-2B, 19-4A and 19-5A (refs 3, 5, and 4). TEK 10-2B Movement Control (2005) Keywords: bond beams, construction details, control joints, crack control, joint reinforcement, reinforcing bars, Using the Empirical Method in NCMA TEK 10-2B, Table 1 calls for a length to height ratio of 1.5 not to exceed 25ft. This assumes you have wire every 16” o.c. The engineering method in NCMA TEK 10-3 has different ratios but still does not exceed 20 or 25 ft. – Kelly L.K. Walker, Architectural Services Director, Masonry Institute of Michigan TEK 10-2B.

…. by the use of bond beams and…. #3 bars at 48 in. (4 ft.) #4 bars at 96 in. (8 ft.) #5 bars at 144 in. (12 ft.) In using elastic (control) joints, refer to NCMA TEK Bulletins 10-1A Design of Concrete Masonry for Crack Control, 10-2B Control Joints for Concrete Masonry Walls- Empirical Method, 10-4 Crack Control for Concrete Brick and Other Concrete Masonry Veneers, and 5-2A Clay and Concrete Masonry Banding Details for guidelines.