Design data in grout-filled CMU
HIT-HY 200 V3 adhesive with Hilti HAS threaded rods, deformed reinforcing bars( rebar) and Hilti HIS-N and HIS-RN in fully grouted CMU
Hilti HAS Threaded Rods Hilti HIS-N and HIS-RN Deformed Reinforcing Bars( Rebar)
Figure 1.0. Hilti HIT-HY 200 V3 with HAS threaded rod and reinforcing bars in grout-filled concrete masonry walls
Figure 2.0. Hilti HIT-HY 200 V3 with HIS- N and HIS-RN in grout-filled concrete masonry walls
Figure 3.0. Installation with( 2) washers
Table
1. Hilti HIT-HY 200 V3 Installation Information for Threaded Rod, Rebar, and Hilti HIS-( R) N Anchors— Fully Grouted CMU Construction, Face and Top of Wall
Nominal Anchor Diameter / Rebar Size Installation information Symbol Units
3 / 8” or # 3 1 / 2” or # 4 5 / 8” or # 5 3 / 4” or # 6 Drill Bit Diameter— Threaded Rod d o in. 7 / 16 9 / 16 3 / 4 7 / 8 Drill Bit Diameter— Rebar d o in. 1 / 2 5 / 8 3 / 4 7 / 8 Drill Bit Diameter— HIS-( R) N d o in. 11 / 16 7 / 8 N / A N / A
Minimum Embedment Depth— Threaded Rod & Rebar h ef, min in.( mm)
Minimum Embedment Depth— HIS-( R) N h ef, min in.( mm)
Maximum Embedment Depth h ef, max in.( mm)
2-3 / 8( 60) 4-3 / 8( 111)
7-1 / 2( 191)
2-3 / 4( 70) 5( 127) 10( 254)
3-1 / 8( 79)
N / A
10( 254)
3-1 / 2( 89)
N / A
10( 254)
Diameter of Fixture Hole— Threaded Rod 1
Through-set in. 1 / 2 5 / 8 13 / 16 2 15 / 16 2
Preset in. 7 / 16 9 / 16 11 / 16 13 / 16 Maximum Installation Torque T inst ft-lb 13 30 60 100 Minimum Masonry Thickness 3 h min in.( mm)
Face of Wall
Top of Wall
Minimum Edge Distance 4 c min, face in.( mm)
Minimum Anchor Spacing s min, face in.( mm)
Minimum Edge Distance 4 c min, top in.( mm)
Minimum Anchor Spacing s min, top in.( mm)
1 The preset fixture hole diameter is applicable for inserted bolts installed in preset HIS-( R) N anchors only. 2 Install using( 2) washers. See Figure 3 3 Maximum embedment for installation into the face of 7-5 / 8” CMU wall is 6-1 / 8”. Maximum embedment for installation into the face of 9-5 / 8” CMU wall is 8”. 4 The minimum distance from the center of an anchor to the centerline of a head joint( vertical mortar joint) is 2”.
5 1 / 2” HIS-( R) N is not applicable for top of wall applications. 6 # 6 rebar is not applicable for top of wall applications.
N / A
N / A
1-3 / 4 5( 44)
8 5( 203)
7-5 / 8( 203)
6d a
6d a
1-3 / 4( 44) 8( 203)
2-3 / 4 6( 70)
8 6( 203)
15