42
HUBER HOUSE OF BRANDS
HUBER HOUSE OF BRANDS
43
Build Exterior Wall Assemblies with Strength and Fire Resistance
4
3
4
3
2
2
1
1
1- HOUR FIRE-RATED 1-HOUR INT.
2- HOUR FIRE-RATED 1-HOUR EXT. | 1-HOUR INT.
EXACOR ® MG0 1-HOUR ASSEMBLY RATING (ON BOTH SIDES)* MOS-1290-04 (ESL-1290)
EXACOR ® MG0 2-HOUR ASSEMBLY RATING (ON BOTH SIDES)* MOS-1290-07 (ESL-1290)
1. EXACOR wall sheathing 2. Fiberglass insulation 3. Wood framing 4. Gypsum
1. Gypsum 2. Fiberglass insulation 3. Wood framing 4. EXACOR wall sheathing
EXACOR ® Panel Properties
Fastener Requirements 2
Allowable Shear Values 3,4,5,6,7,8 (plf)
Max Support Spacing (in.)
Transverse Wind Loads 5,6 (psf)
Fire-Resistance Rated Assemblies9
Code Evaluation Report
Panel Thickness
Panel Count
Weight (lbs/sf)
Perimeter/ Field Spacing (in.)
Panel Size 1
Panel Edge Spacing (in.)
4/6
270
MOS-1290-04 MOS-1290-06 MOS-1290-07 MOS-1290-08
3/8
4’ x 8’ 4’ x 9’ 4’ x 10’
38 33 32
1/2” (12mm)
3/6
330
2.7
24
±38
ESR-4635
3/4
3/6
335
5. Framing must be of nominal 2x lumber with a minimum Specific Gravity of 0.42. 6. All panel edges must be backed by framing. 7. Shear walls must have a maximum height-to-width aspect ratio of 2:1. 8. For use in Seismic Design A, B and C only. 9. In accordance with ASTM E119/ANSI UL 263. Refer to ICC-ES ESL-1290 for full as- sembly details and requirements.
* See full assembly for details and requirements. 1. 4’ x 8’ (1220mm x 2440mm), 4’ x 9’ (1219 mm x 2743 mm), 4’ x 10’ (1219 mm x 3048 mm). 2. Fasteners must be a minimum of 0.113-inch x 2-inch hot-dipped ring shank nails. 3. Prescriptive bracing requirements under the 2021 and 2018 IRC, Intermittent Wall Bracing Method. 4. Not approved for use as prescriptive wall bracing where wind design is required by R301.2.1.1.
Made with FlippingBook Digital Proposal Creator