Specification

Technical Evaluation Report (TER)
TER No. 1212-01 Page 5 of 10
Versetta Stone
®
Panelized Stone Veneer
Applications Over Continuous Insulation
Copyright © 2018
Exposure
Category
Wind Speed,
(mph) (V
ult
/V
asd
)
Mean Roof Height
15'
20'
25'
30'
35'
40'
B
≤ 110/85
ST
ST
ST
ST
ST
STVB
115/90
ST
ST
ST
ST
ST
STVB
120/95
ST
ST
ST
ST
ST
STVB
130/100
ST
ST
ST
ST
STVB
STVB
140/110
STVB
STVB
STVB
STVB
STVB
STVB
150/115
STVB
STVB
STVB
STVB
STVB
STVB
160/125
STVB
STVB
STVB
STVB
NP
NP
C
≤ 110/85
ST
ST
ST
ST
STVB
STVB
115/90
ST
ST
STVB
STVB
STVB
STVB
120/95
ST
STVB
STVB
STVB
STVB
STVB
130/100
STVB
STVB
STVB
STVB
STVB
STVB
140/110
STVB
STVB
NP
NP
NP
NP
D
≤ 120/95
STVB
STVB
STVB
STVB
STVB
STVB
130/100
STVB
STVB
NP
NP
NP
NP
1. Listed wind speed is V
ult
, per ASCE 7-10, is the maximum allowed wind speed condition for the fastening method shown.
2. Maximum allowable wind speeds are based on the average ultimate loads tested for each condition divided by 1.5.
3. ST – Each panel contains two (2) fasteners installed into the studs (ST) only.
4. STVB – Each panel contains two (2) fasteners installed into studs and at least two (2) fasteners into Versetta Bridging. At least two (2) fasteners shall be installed to attach Versetta
Bridging (STVB) to studs.
5. NP – Not permitted.
6. Assumes a minimum 1
1
/
4
" ceramic-coated self-tapping screw, pan head screw into studs. Where Versetta bridging is used, the additional fasteners are #8 x ¾" truss head screw.
7. Pressure Equalization factor in accordance with ASTM D5206, Procedure B equals 1.0.
Table 3: Wind Pressure Capacity of Versetta Stone
®
Installation in Steel Framing Over Exterior Gypsum Sheathing
(DensGlass or Equal)