Schematic of Cellular Lightweight Concrete (CLC) wall assembly showing reinforcing and bond beam

1. Exhibit 1
Cutaway Elevation (Without Bond Beam) Showing Grout Columns and Fire Stop Orientations
#3
Fire Stop Grout Columns
#6
Vertical Structural Grout
Columns (Steel Reinforced)
TSC Global, LLC
Denver, CO USA

2. Exhibit 2
Plan View Stretcher Course
#2
2 ⅜" Vertical Column Voids Typical
Voids Grout Filled and Steel Reinforced Per Engineer
#3
1" Vertical Fire Stop Voids Typical
All Voids Grout Filled
#1
6"
6" H X 6" W X 12" L Blocks Typical of This Example
Or 6" H X 8" W X 16" Option
Or 8" H X 12" W X 24" Option
12"
TSC Global, LLC
Denver, CO USA

3. Isometric Elevation of CLC Block Wall Assembly
Regular Weight Concrete Cast in Place Bond Beam at Top of Wall Assembly
(Cutaway for Clarity of Reinforcing)
#7
Horizontal
Reinforcing Steel
in Bond Beam at
Top of Wall
#1
Interlocking Mortarless
CLC Blocks with
Integral Fire Stop
Provision
#8
Surface Bonding
Cement Render
Coating (Both Sides
of Wall Surface)
Reinforced
Concrete Slab
on Grade
#4
Vertical Reinforcing
Steel Embedded in
Grout Columns
Reinforced Foundation Footing
TSC Global, LLC
Denver, CO USA
Exhibit 3

4. Exhibit 5
Photo Example Single Interlocking Block with Fire Stop Provision
#3
Fire Stop
Voids
#2
Vertical
Structural Grout
Column Voids
TSC Global, LLC
Denver, CO USA

5. Exhibit 6
Photo Example Stretcher Course and Vertically Aligning Fire Stop Voids
#3
Vertical Fire Stop Void Alignment at
Block Head Joints
TSC Global, LLC
Denver, CO USA