Measurement Guide

Technical Evaluation Report (TER)
TER No. 1312-03 Page 5 of 9
Versetta Stone
®
Panelized Stone Veneer
Applications Using Continuous Insulation
Over Concrete or Masonry Walls
Copyright © 2018
Fastener
Material
Minimum Fastener
Penetration (in.)
Maximum Wind Pressure
(psf)
Hilti Pin X-C
Masonry (Lightweight)
1" or ¾"
37.3
Masonry (Medium/normal)
1" or ¾"
37.3
Concrete
1"
117.3
¾"
67.2
Hilti Pin X-U
Masonry (Lightweight)
1" or ¾"
37.3
Masonry (Medium/normal)
1" or ¾"
37.3
Concrete
1" or ¾"
117.3
Tapcon
3
/
16
" Hex Screw
Masonry (Lightweight)
1"
54.3
Masonry (Medium/normal)
1"
89.6
Concrete
1.5"
136.6
Tapcon
1
/
4
" Hex Screw
Masonry (Lightweight)
1"
65.7
Masonry (Medium/normal)
1"
136.6
Concrete
1.5"
136.6
1. Each panel shall contain a minimum of three (3) fasteners and penetrate the concrete or masonry wall as identified above.
2. Reported maximum wind pressure is the lower of the manufacturer published withdraw capacity per fastener or the calculated allowable pull over capacity
using 2.5 lb. metal lath, converted to psf.
Table 2: Wind Pressure Capacity of Versetta Stone
®
Installation Over Continuous Insulation on Concrete or Masonry Walls
Exposure
Category
Wind Speed,
V
ult
(mph)
Mean Roof Height (ft.)
15'
20'
25'
30'
35'
40'
B
110
29.1
29.1
29.1
29.1
30.6
31.7
115
31.9
31.9
31.9
31.9
33.5
34.8
120
34.7
34.7
34.7
34.7
36.4
37.8
130
40.7
40.7
40.7
40.7
42.7
44.4
140
47.2
47.2
47.2
47.2
49.6
51.4
150
54.2
54.2
54.2
54.2
56.9
59.1
160
61.7
61.7
61.7
61.7
64.8
67.3
180
78.0
78.0
78.0
78.0
81.9
85.0
200
96.3
96.3
96.3
96.3
101.1
105.0
C
110
35.2
37.5
39.3
40.7
42.2
43.4
115
38.6
41.2
43.1
44.7
46.3
47.5
120
42.0
44.8
46.8
48.6
50.3
51.7
130
49.2
52.5
54.9
57.0
59.0
60.6
140
57.1
60.9
63.7
66.1
68.4
70.3
150
65.6
69.9
73.2
75.9
78.6
80.8
160
74.7
79.6
83.3
86.4
89.5
91.9
180
94.4
100.6
105.3
109.2
113.1
116.2
200
116.5
124.2
130.0
134.8
139.6
143.5
D
110
42.8
45.1
46.9
48.3
49.5
50.6
115
46.9
49.4
51.4
53.0
54.2
55.5
120
51.0
53.8
55.9
57.6
59.0
60.4
130
59.8
63.1
65.5
67.6
69.2
70.8
140
69.4
73.2
76.0
78.4
80.2
82.1