Cold-Formed Metal Framing
Datasheet constraints: every range, checkbox and listbox field now states its direction
Showing changes from Rev 8
to Rev 9
in Cold-Formed Metal Framing.
---
title: Cold-Formed Metal Framing
…43 unchanged lines
- "Canopy and overhang framing"
- "Structural soffit and ceiling framing carrying calculated load"
+constraint: all_of
```
…40 unchanged lines
- "Connections of the framing to the primary structure"
- "Opening framing including jambs, headers, and sills"
+constraint: all_of
```
…110 unchanged lines
- "Sealed calculations for each delegated portion"
- "Evaluation reports for proprietary connectors and fasteners"
+constraint: all_of
```
…30 unchanged lines
- "Certified mill test reports for structural member steel"
- "Installer experience documentation"
+constraint: all_of
```
…23 unchanged lines
- "Field inspection reports"
- "Certificates of compliance from the supplier and the installer"
+constraint: all_of
```
…7 unchanged lines
```datasheet
−label: Minimum Installer Experience With Structural Cold-Formed Steel Framing
+label: Installer Experience With Structural Cold-Formed Steel Framing
type: range
unit: years
…3 unchanged lines
setpoints: [0, 1, 2, 3, 5, 10]
default: 3
+constraint: min
```
…43 unchanged lines
- "Bridging type, spacing, and end anchorage"
- "Anchorage of track to the primary structure"
+constraint: all_of
```
…105 unchanged lines
```datasheet
−label: Minimum Yield Strength of Structural Framing Members
+label: Yield Strength of Structural Framing Members
type: range
unit: ksi
…3 unchanged lines
setpoints: [33, 37, 40, 50, 55, 80]
default: 33
+constraint: min
```
…40 unchanged lines
setpoints: [2.5, 3.5, 3.625, 4, 5.5, 6, 8, 10, 12, 14, 16]
default: deferred
+constraint: exact
```
…16 unchanged lines
setpoints: [1.25, 1.375, 1.625, 2, 2.5, 3]
default: deferred
+constraint: exact
```
…5 unchanged lines
```datasheet
−label: Minimum Base Steel Thickness of Structural Members
+label: Base Steel Thickness of Structural Members
type: range
unit: mil
…4 unchanged lines
setpoints: [33, 43, 54, 68, 97, 118]
default: deferred
+constraint: min
```
…18 unchanged lines
setpoints: [8, 12, 16, 24]
default: deferred
+constraint: exact
```
…33 unchanged lines
- "Bypass framing spanning past the slab edge"
- "Load-bearing exterior wall framing stacked at each level"
+constraint: all_of
```
…106 unchanged lines
setpoints: [0, 0.5, 0.75, 1, 1.5, 2, 3]
default: deferred
+constraint: min
```
…88 unchanged lines
- "Solid blocking between studs"
- "Sheathing-braced design under AISI S240"
+constraint: all_of
```
…13 unchanged lines
```datasheet
−label: Maximum Vertical Spacing of Bridging Rows
+label: Vertical Spacing of Bridging Rows
type: range
unit: ft o.c.
…4 unchanged lines
setpoints: [2, 3, 4, 5, 6, 8]
default: deferred
+constraint: max
```
…50 unchanged lines
- "Fiberboard panel sheathed shear walls"
- "Flat strap diagonal braced walls"
+constraint: all_of
```
…38 unchanged lines
- "Press-joining, also called clinching"
- "Structural bolts"
+constraint: any_of
```
…83 unchanged lines
- "Welds to embedded plates or to structural steel"
- "Self-drilling tapping screws to structural steel"
+constraint: all_of
```
…269 unchanged lines
- "Cover to exclude weather while permitting air circulation"
- "Loosen or remove sealed wrapping on arrival"
+constraint: all_of
```
…31 unchanged lines
setpoints: [1, 2, 3, 5]
default: 1
+constraint: min
```
…19 unchanged lines
### Where the parties disagree whether corrosion originated in an envelope leak or in a coating deficiency, the Engineer of Record shall make the initial determination.