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From [Institution name]
Product |
Width (mm) |
Length (mm) |
Thickness (mm) |
---|---|---|---|
Lap Siding Smooth |
133 |
3 657 |
7.9 |
159 |
3 657 |
7.9 |
|
184 |
3 657 |
7.9 |
|
210 |
3 657 |
7.9 |
|
235 |
3 657 |
7.9 |
|
305 |
3 657 |
7.9 |
|
Lap Siding Cedar |
133 |
3 657 |
7.9 |
159 |
3 657 |
7.9 |
|
184 |
3 657 |
7.9 |
|
210 |
3 657 |
7.9 |
|
235 |
3 657 |
7.9 |
|
305 |
3 657 |
7.9 |
|
Lap Siding Beaded Smooth |
184 |
3 657 |
7.9 |
Lap Siding Textured Beaded Lap |
184 |
3 657 |
7.9 |
Lap Siding Textured Dutch Lap |
210 |
3 657 |
7.9 |
Shapes Siding Perfection Shingle |
210 |
3 657 |
11.1 |
Shapes Siding Random Square Straight Edge |
298 |
1 219 |
7.9 |
406 |
1 219 |
7.9 |
|
Shapes Siding Random Square Staggered Edge |
406 |
1 219 |
7.9 |
Shapes Siding Half Rounds |
406 |
1 219 |
7.9 |
Shapes Siding Octagons |
406 |
1 219 |
7.9 |
Shapes Siding Individual Shakes |
159 |
457 |
6.4 |
210 |
457 |
6.4 |
|
305 |
457 |
6.4 |
|
Vertical Siding Cedar No Groove |
1 219 |
2 438 |
7.9 |
2 743 |
7.9 |
||
3 048 |
7.9 |
||
Vertical Siding Cedar 8-in. Groove |
1 219 |
2 438 |
7.9 |
2 743 |
7.9 |
||
3 048 |
7.9 |
||
Vertical Siding Smooth |
1 219 |
2 438 |
7.9 |
2 743 |
7.9 |
||
3 048 |
7.9 |
||
Vertical Siding Stucco |
1 219 |
2 438 |
7.9 |
2 743 |
7.9 |
||
3 048 |
7.9 |
Property |
Requirement |
Smooth Lap Siding Width of Siding (mm) |
Cedar Lap Siding Width of Siding (mm) |
Beaded Smooth Lap Siding Width of Siding (mm) |
Textured Beaded Lap Siding Width of Siding (mm) |
Textured Dutch Lap Siding Width of Siding (mm) |
||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
|
|
133 |
159 |
1 84 |
210 |
235 |
305 |
133 |
159 |
184 |
210 |
235 |
305 |
184 |
184 |
210 |
Length (mm) |
± 3.0 |
0.4 |
−1.6 |
8.4Footnote (1) |
0.6 |
2.4 |
–3.6Footnote (1) |
−1.6 |
−0.6 |
0.4 |
−2.4 |
−1.9 |
−1.6 |
–2.6 |
–4.6Footnote (1) |
−1.6 |
Width (mm) |
± 3.0 |
0.6 |
0.3 |
–1.9 |
0.5 |
1.1 |
0.2 |
−0.4 |
0.3 |
0.9 |
0.3 |
0.0 |
−0.8 |
–0.8 |
0.5 |
2.5 |
Thickness (mm) |
± 1.6 |
−0.6 |
−0.6 |
–1.4 |
0.7 |
−0.8 |
–0.5 |
−0.6 |
−0.4 |
−0.2 |
−0.3 |
−0.3 |
−0.6 |
0.1 |
0.3 |
−0.3 |
Squareness (mm/m) |
± 4.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
Edge Straightness (mm/m) |
± 2.6 |
0.0 |
0.0 |
0.0 |
0.8 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.8 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
Property |
Requirement |
Perfection Shingle Shape |
"Random Square/Straight Edge" Shape |
"Random Square/Staggered Edge" Shape |
Half Round Shape |
Octagon Shaped |
Individual Shakes |
|||
---|---|---|---|---|---|---|---|---|---|---|
Width of Siding (mm) |
||||||||||
210 |
298 |
406 |
406 |
406 |
406 |
159 |
210 |
305 |
||
Length (mm) |
± 3.0 |
–1.1 |
−1.6 |
0.0 |
−0.8 |
–1.6 |
–1.3 |
–0.8 |
–1.6 |
0.3 |
Width (mm) |
± 3.0 |
0.0 |
−1.6 |
−0.8 |
−0.8 |
–0.8 |
–0.3 |
0.0 |
–0.8 |
1.1 |
Thickness (mm) |
± 1.6 |
–0.6 |
−0.4 |
−0.3 |
−0.3 |
–0.2 |
–0.1 |
–0.3 |
–0.2 |
–0.3 |
Squareness (mm/m) |
± 4.0 |
0.0 |
−0.8 |
−0.8 |
0.0 |
0.8 |
0.0 |
0.0 |
0.0 |
0.0 |
Edge Straightness (mm/m) |
± 2.6 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
Property |
Requirement |
Vertical Siding |
|||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
"Cedar" no Groove |
"Cedar" 8-in. Groove |
"Smooth" |
"Stucco" |
||||||||||
Width of Siding (mm) |
|||||||||||||
2 438 |
2 743 |
3 048 |
2 438 |
2 743 |
3 048 |
2 438 |
2 743 |
3 048 |
2 438 |
2 743 |
3 048 |
||
Length (mm) |
± 3.0 |
–1.9 |
0.1 |
–1.7 |
–0.4 |
–1.6 |
0.0 |
–0.4 |
–0.7 |
–4.0Footnote (1) |
–1.2 |
–3.9Footnote (1) |
–1.7 |
Width (mm) |
± 3.0 |
–0.2 |
–0.2 |
–0.2 |
–1.2 |
–2.9 |
–2.2 |
–0.2 |
–0.2 |
–0.2 |
–0.5 |
–0.2 |
0.1 |
Thickness (mm) |
± 1.6 |
–0.3 |
–0.4 |
–0.2 |
–0.8 |
0.0 |
–0.4 |
–0.9 |
–0.7 |
–0.7 |
–0.3 |
–0.6 |
–0.5 |
Squareness (mm/m) |
± 4.0 |
2.4 |
0.0 |
1.0 |
1.0 |
0.0 |
1.0 |
0.9 |
1.0 |
1.0 |
0.0 |
2.0 |
2.0 |
Edge Straightness (mm/m) |
± 2.6 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
0.0 |
Property |
Requirement |
Results |
|
---|---|---|---|
"Individual Shakes" |
"Perfection Shingle" |
||
Water absorption (%) by mass |
≤ 40 |
34 |
32 |
Density (kg/m3) |
≥ 950 |
1300 |
1307 |
Dimensional change: 7-day immersion to 14-day immersion at 30% RH XDFootnote (1) |
< 0.20 |
–0.0006 |
0.0003 |
Dimensional change: 7-day immersion to 14-day immersion at 30% RH MD |
< 0.20 |
–0.0072 |
0.0000 |
Flexural strength (MPa) XD |
> 7.0 |
9.4 |
14.9 |
Flexural strength (MPa) MD |
> 7.0 |
14.1 |
17.9 |
Fastener pull-through resistance |
≥ 163 |
614 |
614 |
Water vapour transmission |
Report Value |
3670 |
441 |
Freeze-thaw resistance loss of mass (%) |
≤ 3.0 |
1.8 |
−0.6 |
Freeze-thaw resistance loss of flexural strength (%) |
≤ 15 |
−29Footnote (3) |
|
Freeze-thaw resistance no deleterious effects |
− |
Pass |
Pass |
Watertightness |
No formation of any drops on underside |
Pass |
Pass |
Warm water resistance loss of flexural strength (%) |
< 15 |
−24Footnote (3) |
|
Warm water resistanceno deleterious effects |
− |
Pass |
Pass |
Impact Body |
Dynamic Mass (kg) |
Energy (N·m) |
Results |
---|---|---|---|
Safety impact large soft |
50 |
100 |
Pass |
Safety impact small hard |
1 |
10 |
N/AFootnote (1) |
Retention of performance impact large soft |
50 |
34 |
Pass |
Retention of performance impact small soft |
30 |
60 |
FailFootnote (2) |
Retention of performance impact small hard |
1 |
10 |
N/AFootnote (1) |
Product |
Frame |
Stud Spacing (mm) |
Fastening |
Rating (kPa) |
Results |
---|---|---|---|---|---|
Perfection Shingle (Shapes Siding) |
wood studs 2 × 4 with 11-mm OSB |
406 |
51-mm 6D ring shank siding nails into sheathing |
Q50 < 0.65 |
Pass |
305-mm Cedar (Lap Siding) |
wood studs 2 × 4 |
406 |
64-mm 6D ring shank siding nails into framing |
Q50 < 0.65 |
Pass |
235-mm Cedar (Lap Siding) |
metal studs 16 gauge |
406 |
# 8 41-mm ribbed bugle-head screws, blind nailed into framing |
Q50 < 0.65 |
Pass |
Individual Shakes (Shapes Siding) |
wood studs 2 × 4 with 11-mm OSB |
406 |
44-mm roofing nails, blind nailed into sheathing |
Q50 < 0.65 |
Pass |
Product |
Frame |
Stud Spacing (mm) |
Fastening |
Rating (kPa) |
Results |
---|---|---|---|---|---|
Cedar 8-in. Groove (Vertical Siding) |
wood studs 2 × 4 |
406 |
51-mm 6D siding nail, 152-mm edge and 305-mm in-field |
Q50 < 0.55 |
Pass |
Cycle |
Pressure (Pa): Q50 ≤ 0.65 kPa |
Deflection at Mid Span of Specimen |
---|---|---|
Sustained loads (P1, P1') |
± 100 |
0.064/−0.141 |
200 |
0.123/−0.269 |
|
300 |
0.181/−0.386 |
|
400 |
0.243/−0.507 |
|
± 500 |
0.414/−0.642 |
|
± 650 (P1) |
0.625/−0.881 |
|
Residual |
0.038/−0.120 |
|
Cyclic loads (P2, P2') |
0 to ± 1,050 (P2) |
0.023/−0.163 |
Gust loads (P3, P3') |
0 to ± 1,570 (P3) |
1.008/−1.770 |
Cycle | Pressure (Pa): Q50 ≤ 0.65 kPa |
Deflection at Mid Span of Specimen |
---|---|---|
Sustained loads (P1, P') |
± 100 |
0.09/−0.153 |
200 |
0.163/−0.301 |
|
300 |
0.233/−0.429 |
|
400 |
0.310/−0.565 |
|
± 500 |
0.387/−0.683 |
|
± 650 (P1) |
0.508/−0.902 |
|
Residual |
0.031/−0.059 |
|
Cyclic loads (P2, P2') |
0 to ± 1,050 (P2) |
0.034/−0.124 |
Gust loads (P3, P3') |
0 to ± 1,050 (P3) |
1.267/−1.857 |
Cycle |
Pressure (Pa): Q50 ≤ 0.65 kPa |
Deflection at Mid Span of Specimen |
---|---|---|
Sustained loads (P1, P1') |
± 100 |
0.043/−0.079 |
200 |
0.086/−0.132 |
|
300 |
0.129/−0.200 |
|
400 |
0.165/−0.267 |
|
± 500 |
0.204/−0.327 |
|
± 650 (P1) |
0.265/−0.417 |
|
Residual |
0.009/−0.015 |
|
Cyclic loads (P2, P2') |
0 to ± 1,050 (P2) |
0.021/−0.033 |
Gust loads (P3, P3') |
0 to ± 1,570 (P3) |
0.623/−0.712 |
Cycle |
Pressure (Pa): Q50 ≤ 0.65 kPa |
Deflection at Mid Span of Specimen |
---|---|---|
Sustained loads (P1, P1') |
± 100 |
0.063/−0.119 |
200 |
0.125/−0.238 |
|
300 |
0.191/−0.319 |
|
400 |
0.254/−0.426 |
|
± 500 |
0.328/−0.557 |
|
± 650 (P1) |
0.433/−0.729 |
|
Residual |
0.036/−0.105 |
|
Cyclic loads (P2, P2') |
0 to ± 1,050 (P2) |
0.135/−0.162 |
Gust loads (P3, P3') |
0 to ± 1,570 (P3) |
1.058/−1.583 |
Cycle |
Pressure (Pa): Q50 ≤ 0.55 kPa |
Deflection at Mid Span of Specimen |
---|---|---|
Sustained loads (P1, P1') |
± 100 |
0.056/−0.057 |
200 |
0.122/−0.141 |
|
300 |
0.186/−0.207 |
|
400 |
0.255/−0.291 |
|
± 550 (P1) |
0.370/−0.371 |
|
Residual |
0.043/−0.052 |
|
Cyclic loads (P2, P2') |
0 to ± 880 (P2) |
0.070/−0.082 |
Gust loads (P3, P3') |
0 to ± 1 320 (P3) |
0.937/−0.909 |