McKEON SafeSpace™ SS500X Series Tornado & Hurricane Resistant Door
These ICC 500 ratings are for wind pressure and impact resistance only. Fire resistance, when required by Section 601 of ICC 500-2020, is outside the scope of this listing. Assemblies required to be fire-resistance-rated shall also bear the label of a separate fire listing to the applicable standard(s).
ICC-500-2020 STORM SHELTER RATINGSa, b
| Assembly Type |
Permitted Size |
Design Pressure |
Impact Rating |
Rolling
Tornado
Shelter Door |
Min:
2'- 9-1/2" wide
3'- 6" high
Max:
20'-3-1/2" wide
22'-0" high |
Tornado Design Pressure
+252/-252 psf |
15 lb @ 100 mph |
Rolling
Hurricane
Shelter Door |
Min:
2'- 9-1/2" wide
3'- 6" high
Max:
20'-3-1/2" wide
22'-0" high |
Hurricane Design Pressure
+201 / -201 psf |
15 lb @ 100 mph |
aWidth is tip to tip of support guide angles
bAssemblies must be installed on the interior (protected) surface of the shelter wall with the barrel assembly protected.
HURRICANE GLAZED OPENING PROTECTION RATINGSa, b
| Test Standards |
Maximum Size |
Design Pressure |
Impact Rating |
TAS 201
TAS 202
TAS 203
DASMA 108
DASMA 115 |
20'-3-1/2" wide
22'-0" high |
+120 / -120 psf |
9 lb @ 80 ft/sec |
aWidth is tip to tip of support guide angles
bAssemblies must be installed on the interior surface of the exterior envelope
FORCED ENTRY RESISTANCE RATINGa, b
| Test Standard |
Maximum Size |
Rating |
| ASTM F3038 |
30'-0" wide
22'-0" high |
60 Minutes |
aWidth is tip to tip of support guide angles
bAssemblies must be installed on the protected (non-attack) face of the supporting wall
BULLET RESISTANCE RATINGa
| Test Standard |
Rating |
| UL 752 (11th Edition) |
Level 1 |
aAssemblies must be installed on the protected (non-attack) face of the supporting wall
CODE COMPLIANCE RESEARCH REPORT
| Evaluation Method |
Building Code |
CCRR Number |
ICC 500
DASMA 108 and 115
TAS 201, 202, and 203 |
2024, 2021 IBC
2023, 2020 FBC
2022 CBC
2023 LABC |
CCRR-0500 |
INSTALLATION LIMITATIONS
When mounted to steel supporting structure, Mounting Angles are anchored with minimum 5/8" diameter A325 bolts spaced maximum 12 inches on-center. Structural adequacy of steel supporting structure is to be determined by others and is not evaluated as part of this Listing.
When mounted to concrete supporting structure, Mounting Angles are anchored with 5/8" diameter Simpson Strong-Bolt 2 wedge anchors spaced maximum 12 inches on-center. The tested condition utilized 4000-psi strength concrete, an embedment length of 5-1/8 inches and an edge distance to the opening of 7-1/2 inches. Adequacy of concrete supporting structure is to be determined by others and is not evaluated as part of this Listing.
Alternate anchoring to supporting structure that maintains the maximum spacing of 12 inches on-center is to be designed by a registered design professional for pull-out and shear to resist the wind loads in accordance with ICC 500-2020 Section 304.
Installation shall follow these listing procedures and the manufacturer's instructions provided with each assembly. In the event of a conflict, these listing procedures govern.
