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  1
  loads, use 75% of tabulated values. 
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TEXT
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BOR
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DEPICTED HERE AND SHALL NOT BE RELIED UPON IN OTHER WAY.
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0
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ROMAND
 72
     1
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0.0
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     2
  0
TEXT
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A5
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0
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0.883275
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7.49775
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0.0
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  1
Total Uplift Capacity lbs. (kN)
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ROMAND
 72
     1
 11
3.167798
 21
7.59275
 31
0.0
 73
     2
  0
TEXT
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A6
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0
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0.227751
 20
4.466299
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0.1
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  7
ROMAND
  0
TEXT
  5
A7
  8
0
 10
0.218089
 20
4.628204
 30
0.0
 40
0.1
  1
- The uplift capacities shown above have been increased
  7
ROMAND
  0
TEXT
  5
A8
  8
0
 10
0.232582
 20
4.304804
 30
0.0
 40
0.1
  1
  from wind or seismic loads.  For uplift due to other
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ROMAND
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LINE
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A9
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0
 10
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 20
7.763873
 30
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 11
0.2124
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4.868455
 31
0.0
  0
TEXT
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AA
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0
 10
0.319536
 20
6.891311
 30
0.0
 40
0.08
  1
22g grade 50/0.0269 in. (0.68mm)
  7
ROMAND
  0
TEXT
  5
AB
  8
0
 10
0.319536
 20
5.516511
 30
0.0
 40
0.08
  1
14g grade 33/0.0677 in. (1.72mm)
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ROMAND
  0
TEXT
  5
AC
  8
0
 10
0.319536
 20
5.320111
 30
0.0
 40
0.08
  1
14g grade 50/0.0677 in. (1.72mm)
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ROMAND
  0
TEXT
  5
AD
  8
0
 10
0.319536
 20
5.123711
 30
0.0
 40
0.08
  1
12g grade 33/0.0966 in. (2.45mm)
  7
ROMAND
  0
TEXT
  5
AE
  8
0
 10
0.319536
 20
4.927311
 30
0.0
 40
0.08
  1
12g grade 50/0.0966 in. (2.45mm)
  7
ROMAND
  0
TEXT
  5
AF
  8
0
 10
0.319536
 20
6.694911
 30
0.0
 40
0.08
  1
20g grade 33/0.0328 in. (0.83mm)
  7
ROMAND
  0
TEXT
  5
B0
  8
0
 10
0.319536
 20
6.498511
 30
0.0
 40
0.08
  1
20g grade 50/0.0328 in. (0.83mm)
  7
ROMAND
  0
TEXT
  5
B1
  8
0
 10
0.319536
 20
6.302111
 30
0.0
 40
0.08
  1
18g grade 33/0.0428 in. (1.09mm)
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ROMAND
  0
TEXT
  5
B2
  8
0
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0.319536
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18g grade 50/0.0428 in. (1.09mm)
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B3
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0
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5.909311
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16g grade 33/0.0538 in. (1.37mm)
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TEXT
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B4
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0
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5.712911
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16g grade 50/0.0538 in. (1.37mm)
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TEXT
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B5
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0
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22g grade 33/0.0269 in. (0.68mm)
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Clip on one face
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230 (1.02)
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2.  Attachment of second clip on opposite face of chord is identical
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D4
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transferring truss uplift load from wall top plate to wall stud.
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D5
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3.  Connection of top plate to wall stud must be capable of
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1.  Wall top plate is made of ASTM A653-96 SS grade 33 or grade
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wall top plate must be designed to support the loads applied
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4.  The wall top plate is to be designed by the job engineer.  The
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an engineer from Alpine Engineered Products, Inc.
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If these loads are in combination with an uplift load, contact
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5.  Lateral allowable loads (P1 and P2) shown are maximum values.
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50 steel.  Top plate width is 3-1/2" (89mm).
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6.245619
 30
0.0
 11
8.542187
 21
5.864534
 31
0.0
  0
LINE
  5
1C1
  8
CONSTR
  6
CONTINUOUS
 10
8.460278
 20
5.646109
 30
0.0
 11
8.447845
 21
5.617397
 31
0.0
  0
LINE
  5
1C2
  8
CONSTR
  6
CONTINUOUS
 10
8.447845
 20
5.617397
 30
0.0
 11
8.460278
 21
5.603042
 31
0.0
  0
LINE
  5
1C3
  8
CONSTR
  6
CONTINUOUS
 10
8.447845
 20
5.617397
 30
0.0
 11
8.456651
 21
5.616161
 31
0.0
  0
POLYLINE
  5
1C4
  8
CONSTR
  6
CONTINUOUS
 66
     1
 10
0.0
 20
0.0
 30
0.0
  0
VERTEX
  5
A27
  8
CONSTR
  6
CONTINUOUS
 10
8.49263
 20
5.647324
 30
0.0
 42
0.133097
  0
VERTEX
  5
A28
  8
CONSTR
  6
CONTINUOUS
 10
8.488493
 20
5.657412
 30
0.0
 42
0.176908
  0
VERTEX
  5
A29
  8
CONSTR
  6
CONTINUOUS
 10
8.48148
 20
5.661875
 30
0.0
 42
0.140897
  0
VERTEX
  5
A2A
  8
CONSTR
  6
CONTINUOUS
 10
8.472549
 20
5.661308
 30
0.0
 42
0.089852
  0
VERTEX
  5
A2B
  8
CONSTR
  6
CONTINUOUS
 10
8.460531
 20
5.654386
 30
0.0
 42
0.065986
  0
VERTEX
  5
A2C
  8
CONSTR
  6
CONTINUOUS
 10
8.450782
 20
5.643649
 30
0.0
 42
0.060918
  0
VERTEX
  5
A2D
  8
CONSTR
  6
CONTINUOUS
 10
8.443481
 20
5.629752
 30
0.0
 42
0.071162
  0
VERTEX
  5
A2E
  8
CONSTR
  6
CONTINUOUS
 10
8.440112
 20
5.614686
 30
0.0
 42
0.103316
  0
VERTEX
  5
A2F
  8
CONSTR
  6
CONTINUOUS
 10
8.441477
 20
5.604081
 30
0.0
 42
0.159288
  0
VERTEX
  5
A30
  8
CONSTR
  6
CONTINUOUS
 10
8.447214
 20
5.596531
 30
0.0
 42
0.169541
  0
VERTEX
  5
A31
  8
CONSTR
  6
CONTINUOUS
 10
8.455829
 20
5.594155
 30
0.0
 42
0.114699
  0
VERTEX
  5
A32
  8
CONSTR
  6
CONTINUOUS
 10
8.465433
 20
5.597074
 30
0.0
 42
0.076104
  0
VERTEX
  5
A33
  8
CONSTR
  6
CONTINUOUS
 10
8.477154
 20
5.606465
 30
0.0
 42
0.061816
  0
SEQEND
  5
A34
  8
CONSTR
  6
CONTINUOUS
  0
LINE
  5
1C5
  8
0
 10
8.631049
 20
5.60801
 30
0.0
 11
8.542187
 21
5.864534
 31
0.0
  0
LINE
  5
1C6
  8
CONSTR
 10
8.502796
 20
5.817218
 30
0.0
 11
8.58799
 21
5.58315
 31
0.0
  0
SOLID
  5
1C7
  8
0
 10
8.546346
 20
5.762399
 30
0.0
 11
8.50961
 21
5.778225
 31
0.0
 12
8.480498
 22
5.660105
 32
0.0
 13
8.480498
 23
5.660105
 33
0.0
  0
LINE
  5
1C8
  8
CONSTR
  6
CONTINUOUS
 10
8.460278
 20
5.646109
 30
0.0
 11
8.478926
 21
5.656875
 31
0.0
  0
LINE
  5
1C9
  8
CONSTR
  6
CONTINUOUS
 10
8.469084
 20
5.644872
 30
0.0
 11
8.456651
 21
5.616161
 31
0.0
  0
LINE
  5
1CA
  8
CONSTR
  6
CONTINUOUS
 10
8.456651
 20
5.616161
 30
0.0
 11
8.469084
 21
5.601805
 31
0.0
  0
LINE
  5
1CB
  8
CONSTR
  6
CONTINUOUS
 10
8.469084
 20
5.644872
 30
0.0
 11
8.487732
 21
5.655639
 31
0.0
  0
LINE
  5
1CC
  8
CONSTR
  6
CONTINUOUS
 10
8.460278
 20
5.646109
 30
0.0
 11
8.469084
 21
5.644872
 31
0.0
  0
LINE
  5
1CD
  8
CONSTR
  6
CONTINUOUS
 10
8.478926
 20
5.656875
 30
0.0
 11
8.487732
 21
5.655639
 31
0.0
  0
LINE
  5
1CE
  8
CONSTR
  6
CONTINUOUS
 10
8.460278
 20
5.603042
 30
0.0
 11
8.469084
 21
5.601805
 31
0.0
  0
LINE
  5
1CF
  8
CONSTR
  6
CONTINUOUS
 10
8.497575
 20
5.638931
 30
0.0
 11
8.487732
 21
5.655639
 31
0.0
  0
LINE
  5
1D0
  8
CONSTR
  6
CONTINUOUS
 10
8.469084
 20
5.601805
 30
0.0
 11
8.485637
 21
5.611362
 31
0.0
  0
LINE
  5
1D1
  8
CONSTR
  6
CONTINUOUS
 10
8.485637
 20
5.611362
 30
0.0
 11
8.497575
 21
5.638931
 31
0.0
  0
LINE
  5
1D2
  8
CONSTR
 10
8.4935
 20
5.822585
 30
0.0
 11
8.502796
 21
5.817218
 31
0.0
  0
LINE
  5
1D3
  8
0
  6
HIDDEN
 10
7.998158
 20
6.745732
 30
0.0
 11
8.100693
 21
6.686534
 31
0.0
  0
LINE
  5
1D4
  8
0
 10
8.594425
 20
6.39424
 30
0.0
 11
8.492102
 21
6.453316
 31
0.0
  0
LINE
  5
1D5
  8
0
 10
8.594425
 20
6.39424
 30
0.0
 11
8.594425
 21
6.275779
 31
0.0
  0
LINE
  5
1D6
  8
0
 10
6.375883
 20
6.913581
 30
0.0
 11
6.470434
 21
6.913581
 31
0.0
  0
LINE
  5
1D7
  8
0
 10
7.600138
 20
7.46485
 30
0.0
 11
7.900138
 21
7.291645
 31
0.0
  0
LINE
  5
1D8
  8
0
 10
7.600138
 20
7.46485
 30
0.0
 11
7.900138
 21
7.638055
 31
0.0
  0
LINE
  5
1D9
  8
0
 10
7.625338
 20
7.46485
 30
0.0
 11
7.900138
 21
7.306194
 31
0.0
  0
LINE
  5
1DA
  8
0
 10
7.625338
 20
7.46485
 30
0.0
 11
7.900138
 21
7.623506
 31
0.0
  0
LINE
  5
1DB
  8
0
 10
8.200138
 20
7.46485
 30
0.0
 11
7.900138
 21
7.638055
 31
0.0
  0
LINE
  5
1DC
  8
0
 10
7.900138
 20
7.623506
 30
0.0
 11
7.900138
 21
7.373618
 31
0.0
  0
LINE
  5
1DD
  8
0
 10
8.174938
 20
7.46485
 30
0.0
 11
7.900138
 21
7.623506
 31
0.0
  0
LINE
  5
1DE
  8
0
 10
7.900138
 20
7.291645
 30
0.0
 11
8.200138
 21
7.46485
 31
0.0
  0
LINE
  5
1DF
  8
0
 10
7.900138
 20
7.306194
 30
0.0
 11
8.174938
 21
7.46485
 31
0.0
  0
TEXT
  5
1E0
  8
0
 10
9.100782
 20
6.746556
 30
0.0
 40
0.09
  1
(3) #10 self drilling
  7
ROMAND
  0
TEXT
  5
1E1
  8
0
 10
9.100782
 20
6.586291
 30
0.0
 40
0.09
  1
screws into TrusSteel
  7
ROMAND
  0
TEXT
  5
1E2
  8
0
 10
9.063956
 20
4.653348
 30
0.0
 40
0.09
  1
(3) #10 self drilling
  7
ROMAND
  0
TEXT
  5
1E3
  8
0
 10
9.501956
 20
5.935608
 30
0.0
 40
0.065025
  1
= 393 lbs. (1.75kN) max.
  7
ROMAND
  0
TEXT
  5
1E4
  8
0
 10
9.501956
 20
5.793047
 30
0.0
 40
0.065025
  1
= 207 lbs. (0.92kN) max.
  7
ROMAND
  0
TEXT
  5
1E5
  8
0
 10
9.383563
 20
5.683852
 30
0.0
 40
0.065025
  1
(see note 5 below)
  7
ROMAND
  0
TEXT
  5
1E6
  8
0
 10
9.501956
 20
5.23684
 30
0.0
 40
0.065025
  1
= 595 lbs. (2.65kN) max.
  7
ROMAND
  0
TEXT
  5
1E7
  8
0
 10
9.501956
 20
5.379401
 30
0.0
 40
0.065025
  1
= 786 lbs. (3.50kN) max.
  7
ROMAND
  0
TEXT
  5
1E8
  8
0
 10
9.383563
 20
5.127644
 30
0.0
 40
0.065025
  1
(see note 5 below)
  7
ROMAND
  0
TEXT
  5
1E9
  8
0
 10
9.273891
 20
6.2258
 30
0.0
 40
0.09
  1
%%uAllowable lateral loads
  7
ROMAND
  0
LINE
  5
1EA
  8
0
 10
9.020329
 20
5.459833
 30
0.0
 11
8.773235
 21
5.602492
 31
0.0
  0
TEXT
  5
1EB
  8
0
 10
9.375267
 20
5.517494
 30
0.0
 40
0.065025
  1
%%uClip on each face
  7
ROMAND
  0
TEXT
  5
1EC
  8
0
 10
9.063956
 20
4.49614
 30
0.0
 40
0.09
  1
screws into wall
  7
ROMAND
  0
TEXT
  5
1ED
  8
0
 10
9.063956
 20
4.329621
 30
0.0
 40
0.09
  1
top plate.
  7
ROMAND
  0
TEXT
  5
1EE
  8
0
 10
9.442483
 20
5.241355
 30
0.0
 40
0.04335
  1
2
  7
ROMAND
  0
LINE
  5
1EF
  8
0
 10
8.917852
 20
4.690278
 30
0.0
 11
9.037852
 21
4.690278
 31
0.0
  0
SOLID
  5
1F0
  8
0
 10
8.927699
 20
5.538698
 30
0.0
 11
8.907128
 21
5.504393
 31
0.0
 12
9.020329
 22
5.459833
 32
0.0
 13
9.020329
 23
5.459833
 33
0.0
  0
LINE
  5
1F1
  8
0
 10
9.056483
 20
5.269094
 30
0.0
 11
9.056483
 21
4.936194
 31
0.0
  0
LINE
  5
1F2
  8
0
 10
9.041983
 20
4.927822
 30
0.0
 11
8.753683
 21
5.094272
 31
0.0
  0
LINE
  5
1F3
  8
0
 10
9.041983
 20
5.243979
 30
0.0
 11
9.041983
 21
4.927822
 31
0.0
  0
LINE
  5
1F4
  8
0
 10
9.041983
 20
4.927822
 30
0.0
 11
9.056483
 21
4.936194
 31
0.0
  0
LINE
  5
1F5
  8
CONSTR
 10
8.787176
 20
5.374858
 30
0.0
 11
8.787176
 21
5.36689
 31
0.0
  0
TEXT
  5
1F6
  8
0
 10
9.37142
 20
5.23684
 30
0.0
 40
0.065025
  1
P
  7
ROMAND
  0
TEXT
  5
1F7
  8
0
 10
9.063696
 20
5.396647
 30
0.0
 40
0.09
  1
P
  7
ROMAND
  0
TEXT
  5
1F8
  8
0
 10
9.162053
 20
5.402896
 30
0.0
 40
0.06
  1
2
  7
ROMAND
  0
TEXT
  5
1F9
  8
0
 10
9.439447
 20
5.386949
 30
0.0
 40
0.04335
  1
1
  7
ROMAND
  0
TEXT
  5
1FA
  8
0
 10
9.37142
 20
5.379401
 30
0.0
 40
0.065025
  1
P
  7
ROMAND
  0
TEXT
  5
1FB
  8
0
 10
9.442483
 20
5.797562
 30
0.0
 40
0.04335
  1
2
  7
ROMAND
  0
TEXT
  5
1FC
  8
0
 10
9.375267
 20
6.073701
 30
0.0
 40
0.065025
  1
%%uClip on one face
  7
ROMAND
  0
SOLID
  5
1FD
  8
0
 10
8.898389
 20
5.790188
 30
0.0
 11
8.919012
 21
5.755914
 31
0.0
 12
9.011521
 22
5.834922
 32
0.0
 13
9.011521
 23
5.834922
 33
0.0
  0
TEXT
  5
1FF
  8
0
 10
9.045325
 20
5.792586
 30
0.0
 40
0.09
  1
P
  7
ROMAND
  0
TEXT
  5
200
  8
0
 10
9.139479
 20
5.803033
 30
0.0
 40
0.06
  1
1
  7
ROMAND
  0
TEXT
  5
201
  8
0
 10
9.37142
 20
5.793047
 30
0.0
 40
0.065025
  1
P
  7
ROMAND
  0
TEXT
  5
202
  8
0
 10
9.37142
 20
5.935608
 30
0.0
 40
0.065025
  1
P
  7
ROMAND
  0
TEXT
  5
203
  8
0
 10
9.439447
 20
5.943156
 30
0.0
 40
0.04335
  1
1
  7
ROMAND
  0
LINE
  5
204
  8
0
 10
8.968029
 20
6.791736
 30
0.0
 11
9.088029
 21
6.791736
 31
0.0
  0
TEXT
  5
205
  8
0
 10
9.100782
 20
6.414459
 30
0.0
 40
0.09
  1
chord.
  7
ROMAND
  0
TEXT
  5
238
  8
BOR
 10
0.282899
 20
0.182831
 30
0.0
 40
0.054
  1
POMPANO BEACH, FLORIDA
  7
ROMAND
 72
     1
 11
0.840899
 21
0.182831
 31
0.0
  0
TEXT
  5
239
  8
BOR
 10
0.074613
 20
0.290067
 30
0.0
 40
0.054
  1
ALPINE ENGINEERED PRODUCTS, INC.
  7
ROMAND
 72
     1
 11
0.840899
 21
0.290067
 31
0.0
  0
LINE
  5
23A
  8
BOR
 10
0.209935
 20
0.526075
 30
0.0
 11
0.841575
 21
1.303478
 31
0.0
  0
LINE
  5
23B
  8
BOR
 10
0.219759
 20
0.533955
 30
0.0
 11
0.841575
 21
1.299267
 31
0.0
  0
LINE
  5
23C
  8
BOR
 10
0.209935
 20
0.526075
 30
0.0
 11
0.603042
 21
0.722628
 31
0.0
  0
LINE
  5
23D
  8
BOR
 10
0.219759
 20
0.533955
 30
0.0
 11
0.602415
 21
0.725283
 31
0.0
  0
LINE
  5
23E
  8
BOR
 10
0.112417
 20
0.884065
 30
0.0
 11
0.504223
 21
0.884065
 31
0.0
  0
LINE
  5
23F
  8
BOR
 10
0.077296
 20
0.919186
 30
0.0
 11
0.532759
 21
0.919186
 31
0.0
  0
POLYLINE
  5
240
  8
BOR
 66
     1
 10
0.0
 20
0.0
 30
0.0
  0
VERTEX
  5
A35
  8
BOR
 10
0.475687
 20
0.848944
 30
0.0
  0
VERTEX
  5
A36
  8
BOR
 10
0.077296
 20
0.848944
 30
0.0
  0
SEQEND
  5
A37
  8
BOR
  0
SOLID
  5
241
  8
BOR
 10
0.077296
 20
0.919186
 30
0.0
 11
0.112284
 21
0.884198
 31
0.0
 12
0.077296
 22
0.848944
 32
0.0
 13
0.112288
 23
0.883935
 33
0.0
  0
LINE
  5
242
  8
BOR
 10
0.077296
 20
0.919186
 30
0.0
 11
0.112417
 21
0.884065
 31
0.0
  0
LINE
  5
243
  8
BOR
 10
0.077296
 20
0.848944
 30
0.0
 11
0.077296
 21
0.919186
 31
0.0
  0
LINE
  5
244
  8
BOR
 10
0.077296
 20
0.848944
 30
0.0
 11
0.112417
 21
0.884065
 31
0.0
  0
TEXT
  5
245
  8
BOR
 10
0.701765
 20
0.406131
 30
0.0
 40
0.054
  1
TEEL DIVISION
  7
ROMAND
  0
LINE
  5
246
  8
BOR
 10
1.463392
 20
0.533955
 30
0.0
 11
0.841575
 21
1.299267
 31
0.0
  0
LINE
  5
247
  8
BOR
 10
1.473215
 20
0.526075
 30
0.0
 11
0.841575
 21
1.303478
 31
0.0
  0
LINE
  5
248
  8
BOR
 10
1.463392
 20
0.533955
 30
0.0
 11
1.080736
 21
0.725283
 31
0.0
  0
LINE
  5
249
  8
BOR
 10
1.473215
 20
0.526075
 30
0.0
 11
1.080109
 21
0.722628
 31
0.0
  0
LINE
  5
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