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Project Information:Customer Information:
Name:
Address:
City, State, Zip:
VILLADELTA CONSTRUC Name:
Address:
City, State, Zip:
Region:
PERERIA RES.
11/16/2020
20HS209
Engineering-List
Contact:
Notes:
Job #:
Salesman:
Designer:
Fill in later
CRAIG MARTIN
Date:
Loading:
30 01015
TC BCLLDL
Florida Quality Truss
Alt.Ph: - Fax:772-545-3690Main Office:772-545-3950
Qty Span Description Slope OH - LTrussTC/BC CANT-L STUB-L HeightOH - R CANT-R STUB-R
Engineering List
Seq. Num.
1 51-02-01 A1 5.502x6 2x6
403.2 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 11-09-1300-00-0000-00-000.001
1 54-01-01 A2 5.502x6 2x6
427.7 lbs. each /
00-00-0000-00-00 02-00-0004-01-01 11-09-1300-00-0000-00-000.002
1 54-01-01 A3 5.502x6 2x6
430.5 lbs. each /
00-00-0000-00-00 02-00-0002-01-01 11-09-1300-00-0000-00-000.003
1 54-01-01 A4 5.502x6 2x6
433.3 lbs. each /
00-00-0000-00-00 02-00-0000-01-01 11-09-1300-00-0000-00-000.004
1 54-01-01 A5 5.502x6 2x6
419.3 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 10-10-1300-00-0000-00-000.005
1 54-01-01 A6 5.502x6 2x6
431.2 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 09-11-1300-00-0000-00-000.006
1 52-01-01 A7 5.502x6 2x6
421.4 lbs. each /
00-00-0000-00-00 00-00-0000-03-15 09-00-1300-00-0000-00-000.007
1 52-01-01 A8 5.502x6 2x6
407.4 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 08-01-1300-00-0000-00-000.008
1 52-01-01 A9 5.502x6 2x6
397.6 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 07-02-1300-00-0000-00-000.009
1 36-06-02 A10 5.502x5 2x5
285.6 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 11-09-1300-00-0000-00-000.0010
1 36-06-02 A11 5.502x5 2x5
305.2 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 11-09-1300-00-0000-00-000.0011
1 36-06-02 A12 5.502x5 2x5
284.2 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 11-02-1000-00-0000-00-000.0012
1 36-06-02 A13 5.502x5 2x5
291.2 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 11-06-0300-00-0000-00-000.0013
1 36-06-02 A14 5.502x5 2x5
296.8 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 11-06-0300-00-0000-00-000.0014
Page 1 of 7
Qty Span Description Slope OH - LTrussTC/BC CANT-L STUB-L HeightOH - R CANT-R STUB-R
Engineering List
Seq. Num.
1 40-08-06 A15 5.502x5 2x5
308.0 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 11-01-1400-00-0000-00-000.0015
1 43-07-06 A16 5.502x5 2x5
323.4 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 08-08-1400-00-0000-00-000.0016
1 43-07-06 A17 5.502x5 2x5
326.2 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 07-09-1400-00-0000-00-000.0017
1 43-07-06 A18 5.502x5 2x5
317.8 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 06-10-1400-00-0000-00-000.0018
1 43-07-06 A19 5.502x5 2x5
282.8 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 05-11-1400-00-0000-00-000.0019
1 56-00-02 A20 5.502x6 2x5
434.7 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 05-00-1400-00-0000-00-000.0020
1 53-11-06 A21 0.002x6 2x8
-Ply2 1915 lbs. each /
00-00-0000-00-00 00-00-0002-00-00 07-07-1400-00-0000-00-000.0021
1 37-10-06 A22 5.502x5 2x5
256.2 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 06-11-0500-00-0000-00-000.0022
1 37-10-06 A23 5.502x5 2x5
245.0 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 06-00-0500-00-0000-00-000.0023
1 37-10-06 A24 5.502x5 2x5
232.4 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 05-01-0500-00-0000-00-000.0024
1 37-10-06 A25 5.502x5 2x5
-Ply2 879.2 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-02-0500-00-0000-00-000.0025
1 27-07-15 A26 0.002x5 2x5
187.6 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 06-03-1300-00-0000-00-000.0026
1 27-07-15 A27 0.002x5 2x5
180.6 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 05-04-1300-00-0000-00-000.0027
1 27-07-15 A28 0.002x5 2x5
176.4 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 06-05-1300-00-0000-00-000.0028
1 27-07-15 A29 0.002x5 2x5
159.6 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 05-06-1300-00-0000-00-000.0029
1 27-07-15 A30 0.002x5 2x5
183.4 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 04-07-1300-00-0000-00-000.0030
1 27-07-15 A31 0.002x5 2x5
173.6 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 03-08-1300-00-0000-00-000.0031
1 20-09-10 A32 5.502x5 2x5
147.0 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 06-03-1300-00-0000-00-000.0032
1 27-00-02 A33 0.002x5 2x6
-Ply2 988.4 lbs. each /
00-00-0000-00-00 00-02-1200-00-00 07-04-1300-00-0000-00-000.0033
1 27-00-02 A34 0.002x5 2x5
165.2 lbs. each /
00-00-0000-00-00 00-02-1200-00-00 06-05-1300-00-0000-00-000.0034
1 27-00-02 A35 0.002x5 2x5
169.4 lbs. each /
00-00-0000-00-00 00-02-1200-00-00 05-06-1300-00-0000-00-000.0035
1 27-00-02 A36 0.002x5 2x5
158.2 lbs. each /
00-00-0000-00-00 00-02-1200-00-00 04-07-1300-00-0000-00-000.0036
Page 2 of 7
Qty Span Description Slope OH - LTrussTC/BC CANT-L STUB-L HeightOH - R CANT-R STUB-R
Engineering List
Seq. Num.
1 27-00-02 A37 0.002x5 2x5
163.8 lbs. each /
00-00-0000-00-00 00-02-1200-00-00 03-08-1300-00-0000-00-000.0037
1 18-08-04 A38 5.502x5 2x6
-Ply3 1386 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 09-01-0100-00-0000-00-000.0038
1 35-01-06 B1 5.502x5 2x8
-Ply2 1134 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 08-11-0000-00-0000-00-000.0039
1 35-01-06 B2 5.502x5 2x5
214.2 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 08-06-1100-00-0000-00-000.0040
1 35-01-06 B3 5.502x5 2x5
212.8 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 08-02-0200-00-0000-00-000.0041
1 35-04-06 B4 5.502x5 2x5
217.7 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 07-04-1300-00-0000-00-000.0042
1 36-00-00 B5 5.502x5 2x5
229.6 lbs. each /
00-00-0000-00-00 02-00-0002-06-04 06-05-1300-00-0000-00-000.0043
1 34-03-11 B6 5.502x5 2x5
194.6 lbs. each /
00-00-0000-00-00 02-00-0002-09-15 05-06-1300-00-0000-00-000.0044
1 32-03-11 B7 5.502x5 2x5
183.4 lbs. each /
00-00-0000-00-00 02-00-0002-09-15 04-07-1300-00-0000-00-000.0045
1 31-03-08 B8 5.502x5 2x5
184.8 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 03-08-1300-00-0000-00-000.0046
1 27-09-04 C1 5.502x5 2x6
154.0 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 06-10-1100-00-0000-00-000.0047
1 27-09-04 C2 5.502x5 2x6
158.2 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 06-05-1300-00-0000-00-000.0048
1 27-09-04 C3 5.502x5 2x6
159.6 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 06-03-1400-00-0000-00-000.0049
1 27-09-04 C4 5.502x5 2x6
156.8 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 05-06-1300-00-0000-00-000.0050
1 27-09-04 C5 5.502x5 2x6
155.4 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 05-06-0300-00-0000-00-000.0051
1 27-09-04 C6 5.502x5 2x6
169.4 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 04-07-1300-00-0000-00-000.0052
1 27-09-04 C7 5.502x5 2x5
175.0 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 05-11-0000-00-0000-00-000.0053
1 27-09-04 C8 5.502x5 2x5
179.2 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 05-11-0000-00-0000-00-000.0054
1 27-09-04 C9 5.502x5 2x5
172.2 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 05-11-0000-00-0000-00-000.0055
1 27-09-04 C10 5.502x5 2x6
172.9 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 05-11-0000-00-0000-00-000.0056
1 19-09-04 C12 5.502x5 2x5
110.6 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 03-08-1300-00-0000-00-000.0057
1 21-06-04 C13 5.502x5 2x5
126.0 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 05-11-0000-00-0000-00-000.0058
Page 3 of 7
Qty Span Description Slope OH - LTrussTC/BC CANT-L STUB-L HeightOH - R CANT-R STUB-R
Engineering List
Seq. Num.
2 20-07-08 D1 5.502x5 2x5
119.0 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 06-02-0000-00-0000-00-000.0059
1 24-07-08 D2 5.502x5 2x5
128.8 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 06-02-0000-00-0000-00-000.0060
1 24-07-08 D3 5.502x5 2x5
135.8 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 05-06-1300-00-0000-00-000.0061
1 24-07-08 D4 5.502x5 2x5
130.2 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 04-07-1300-00-0000-00-000.0062
1 24-07-08 D5 5.502x5 2x5
134.4 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 03-08-1300-00-0000-00-000.0063
1 18-03-04 E1 5.502x4 2x4
95.20 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-06-1400-00-0000-00-000.0064
1 20-03-04 E2 5.502x4 2x4
96.60 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 03-08-1300-00-0000-00-000.0065
1 18-03-04 E3 5.502x4 2x4
121.8 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-08-0900-00-0000-00-000.0066
1 18-03-04 E4 5.502x4 2x4
116.9 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-08-0900-00-0000-00-000.0067
1 18-03-04 E5 5.502x4 2x4
116.2 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-08-0900-00-0000-00-000.0068
1 17-10-04 H1 5.502x5 2x5
106.4 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 07-07-1400-00-0000-00-000.0069
1 17-10-04 H2 5.502x5 2x5
112.0 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 07-02-0400-00-0000-00-000.0070
1 17-10-04 H3 5.502x5 2x5
110.6 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 06-03-0400-00-0000-00-000.0071
1 17-10-04 H4 5.502x5 2x5
102.2 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 05-04-0400-00-0000-00-000.0072
1 17-10-04 H5 5.502x5 2x5
102.2 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-10-1200-00-0000-00-000.0073
1 17-10-04 H6 5.502x5 2x5
96.60 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-07-1100-00-0000-00-000.0074
1 17-10-04 H7 5.502x5 2x5
95.20 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-07-1100-00-0000-00-000.0075
1 20-05-08 H8 5.502x5 2x5
102.2 lbs. each /
00-00-0000-00-00 02-00-0002-00-00 04-07-1100-00-0000-00-000.0076
4 13-11-08 H9 5.502x5 2x5
93.80 lbs. each /
02-00-0002-00-00 00-02-0600-02-06 03-07-1100-00-0000-00-000.0077
1 13-11-08 H10 5.502x5 2x5
84.00 lbs. each /
00-00-0002-00-00 00-02-0600-02-06 03-07-1100-00-0000-00-000.0078
1 13-06-12 H11 5.502x5 2x6
-Ply2 414.4 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 07-07-1400-00-0000-00-000.0079
1 14-03-04 H12 5.502x4 2x4
95.20 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 04-01-1000-00-0000-00-000.0080
Page 4 of 7
Qty Span Description Slope OH - LTrussTC/BC CANT-L STUB-L HeightOH - R CANT-R STUB-R
Engineering List
Seq. Num.
3 13-03-00 K1 5.502x5 2x5
86.80 lbs. each /
02-00-0002-00-00 01-10-0001-10-00 04-03-0200-00-0000-00-000.0081
1 13-03-00 K2 5.502x5 2x5
91.00 lbs. each /
02-00-0002-00-00 00-00-0001-10-00 03-06-0300-00-0000-00-000.0082
2 08-10-10 FG1 0.002x5 2x5
-Ply2 179.2 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-00-0000-00-0000-00-000.0083
1 08-03-00 J83 5.502x5 2x8
-Ply2 271.6 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 02-09-0700-00-0000-00-000.0084
9 08-00-00 EJ8 5.502x5 2x5
28.00 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-02-0500-00-0000-00-000.0085
1 06-00-00 J8 5.502x5 2x5
22.40 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 04-02-0500-00-0000-00-000.0086
5 08-00-00 EJ8B 5.502x5 2x5
33.60 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-02-0500-00-0000-00-000.0087
4 07-10-08 EJ78 5.502x5 2x5
28.00 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 04-01-1000-00-0000-00-000.0088
48 07-00-00 EJ7 5.502x4 2x4
23.80 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 03-08-1300-00-0000-00-000.0089
1 05-00-00 J7 5.502x4 2x4
19.60 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 03-08-1300-00-0000-00-000.0090
1 05-00-00 J7A 5.502x5 2x6
36.40 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 03-08-1300-00-0000-00-000.0091
6 07-00-00 EJ7B 5.502x4 2x4
29.40 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 03-08-1300-00-0000-00-000.0092
3 05-00-00 EJ5D 5.502x4 2x4
24.50 lbs. each /
02-00-0000-00-00 00-00-0000-00-00 03-06-0300-00-0000-00-000.0093
1 04-11-04 EJ58 5.502x5 2x5
18.20 lbs. each /
00-00-0000-00-00 02-05-0400-00-00 02-09-0700-00-0000-00-000.0094
2 02-11-04 J58 5.502x5 2x5
14.00 lbs. each /
00-00-0000-00-00 00-05-0400-00-00 02-09-0700-00-0000-00-000.0095
1 00-07-12 EJ47 5.502x5 2x5
14.00 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 02-07-1400-00-0000-00-000.0096
1 02-07-12 J47 5.502x5 2x6
21.00 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 02-07-1400-00-0000-00-000.0097
1 02-01-12 J42 5.502x5 2x5
12.60 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 02-05-0200-00-0000-00-000.0098
1 04-00-12 EJ41 5.502x5 2x5
15.40 lbs. each /
00-00-0000-00-00 02-00-1200-00-00 02-04-1000-00-0000-00-000.0099
1 01-06-08 J1 5.502x5 2x5
9.800 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 02-01-1200-00-0000-00-000.00100
1 07-00-00 CJ7 5.502x5 2x5
23.80 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 03-08-1300-00-0000-00-000.00101
1 05-00-00 CJ7A 5.502x5 2x5
19.60 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 03-08-1300-00-0000-00-000.00102
Page 5 of 7
Qty Span Description Slope OH - LTrussTC/BC CANT-L STUB-L HeightOH - R CANT-R STUB-R
Engineering List
Seq. Num.
17 05-00-00 CJ5 5.502x4 2x4
18.20 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 02-09-1300-00-0000-00-000.00103
1 03-00-00 CJ5A 5.502x5 2x5
14.00 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 02-09-1300-00-0000-00-000.00104
4 05-00-00 CJ5B 5.502x4 2x4
22.40 lbs. each /
00-00-0000-00-00 02-00-0000-00-00 02-09-1300-00-0000-00-000.00105
33 03-00-00 CJ3 5.502x4 2x4
12.60 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-10-1300-00-0000-00-000.00106
3 03-00-00 CJ3D 5.502x4 2x4
18.90 lbs. each /
02-00-0000-00-00 00-00-0000-00-00 02-07-0300-00-0000-00-000.00107
1 03-00-00 CJ3E 5.502x4 2x4
21.70 lbs. each /
02-00-0000-00-00 00-00-0000-00-00 02-07-0300-00-0000-00-000.00108
1 00-0-11-00 CJ1A 5.502x4 2x4
8.400 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-10-1300-00-0000-00-000.00109
4 01-00-00 CJ1D 5.502x4 2x4
13.30 lbs. each /
02-00-0000-00-00 00-00-0000-00-00 01-08-0300-00-0000-00-000.00110
1 11-03-00 HJ8 3.892x5 2x5
42.00 lbs. each /
00-00-0000-00-00 02-09-0300-00-00 04-02-0100-00-0000-00-000.00111
1 11-00-14 HJ78 3.892x5 2x5
43.40 lbs. each /
00-00-0000-00-00 02-09-0300-00-00 04-01-0600-00-0000-00-000.00112
8 09-10-01 HJ7 3.892x4 2x4
33.60 lbs. each /
00-00-0000-00-00 02-09-0300-00-00 03-08-0900-00-0000-00-000.00113
1 09-10-01 HJ7B 3.892x5 2x5
45.50 lbs. each /
00-00-0000-00-00 02-09-0300-00-00 03-08-0900-00-0000-00-000.00114
1 06-11-01 HJ58 3.892x5 2x6
27.30 lbs. each /
00-00-0000-00-00 02-09-0300-00-00 02-09-0300-00-0000-00-000.00115
2 07-00-02 HJ5D 3.892x5 2x5
35.70 lbs. each /
02-09-1500-00-00 00-00-0000-00-00 03-06-0000-00-0000-00-000.00116
1 06-06-01 HJ47 3.892x5 2x5
22.40 lbs. each /
00-00-0000-00-00 02-09-0300-00-00 02-07-1000-00-0000-00-000.00117
1 05-09-10 HJ42 3.892x5 2x5
21.00 lbs. each /
00-00-0000-00-00 02-09-0300-00-00 02-04-1400-00-0000-00-000.00118
1 05-08-03 HJ41 3.892x5 2x5
19.60 lbs. each /
00-00-0000-00-00 02-10-0400-00-00 02-04-0600-00-0000-00-000.00119
1 05-05-00 HJ4 3.892x5 2x5
19.60 lbs. each /
00-00-0000-00-00 02-09-0300-00-00 02-03-0600-00-0000-00-000.00120
1 04-11-06 HJ1 3.892x5 2x5
18.20 lbs. each /
00-00-0000-00-00 02-09-0300-00-00 02-01-0900-00-0000-00-000.00121
1 20-00-00 V20 5.502x5 2x5
75.60 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 04-07-0000-00-0000-00-000.00122
1 16-00-00 V16 5.502x5 2x5
61.60 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 03-08-0000-00-0000-00-000.00123
1 12-00-00 V12 5.502x5 2x5
37.80 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 02-09-0000-00-0000-00-000.00124
Page 6 of 7
Qty Span Description Slope OH - LTrussTC/BC CANT-L STUB-L HeightOH - R CANT-R STUB-R
Engineering List
Seq. Num.
1 08-00-00 V8 5.502x5 2x5
25.20 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-10-0000-00-0000-00-000.00125
1 04-00-00 V4 5.502x5 2x5
11.20 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 00-11-0000-00-0000-00-000.00126
2 08-00-00 MV8 5.502x5 2x5
29.40 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 03-08-0000-00-0000-00-000.00127
1 06-06-12 MV8A 5.502x5 2x5
46.20 lbs. each /
02-00-1200-00-00 00-00-0000-00-00 05-06-0000-00-0000-00-000.00128
2 06-06-12 MV8B 5.502x5 2x5
43.40 lbs. each /
02-00-1200-00-00 00-00-0000-00-00 04-07-0000-00-0000-00-000.00129
1 06-04-00 MV64 5.502x4 2x4
22.40 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-04-1500-00-0000-00-000.00130
2 06-00-00 MV6 5.502x5 2x5
21.00 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 02-09-0000-00-0000-00-000.00131
1 04-04-00 MV44 5.502x4 2x4
16.80 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-04-1500-00-0000-00-000.00132
5 04-00-00 MV4 5.502x5 2x5
14.00 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-10-0000-00-0000-00-000.00133
1 02-04-00 MV24 5.502x4 2x4
7.000 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-00-1300-00-0000-00-000.00134
6 02-00-00 MV2 5.502x5 2x5
5.600 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 00-11-0000-00-0000-00-000.00135
2 04-10-08 P1 5.502x4 2x4
15.40 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-04-1400-00-0000-00-000.00136
1 04-10-08 P2 5.502x4 2x4
15.40 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-03-0300-00-0000-00-000.00137
1 04-10-08 P3 5.502x4 2x4
15.40 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 01-02-1500-00-0000-00-000.00138
1 04-10-08 P4 5.502x4 2x4
15.40 lbs. each /
00-00-0000-00-00 00-00-0000-00-00 00-08-0100-00-0000-00-000.00139
303.00Trusses:
Page 7 of 7
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209510201CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10375844'7-3/8"6'6-11/16"21'8-5/8"4'10-1/2"17'1-3/8"7'5-9/16"51'2-1/16"1'10-5/16"1'6-5/8"3'11-11/16"11'9-13/16"T1T2T3T4T5T6B1B2B3B4W1W2W3W4W5W6W7W6W8W9W10W11W12W13W14(a)(a)(a)(b)(b)5.5123.89122X46X10(R)5X67X67X66X68X86X8(R)3X45X63X48X106X10(SRS)(R)6X102X43X4(R)3X6R=2474# U=445# RL=477/-481#R=3255# U=587# W=11-5/16"(Rigid Surface)R=178/-129# U=45#Top chord 2x6 SP SSBot chord 2x6 SP SSWebs 2x4 SP #3 W12 2x6 SP SS;170 mph wind, 18.77 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.In lieu of structural panels use purlins to brace all flat TC @ 24" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.MWFRS loads based on trusses located at least 18.77 ft. from roof edge.Provide hanger or special connection at right end of truss for 178 lbs.Provide hanger or special connection at left end of truss for 2474 lbs.Job:(20HS209) / A1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1250
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A2DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209540101CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1037482'48'4'1-1/16"16'5-7/16"8'2-3/16"4'10-1/2"12'3-7/16"12'3-1/2"54'1-1/16"6-5/16"2'2-7/16"6'2-3/16"11'9-13/16"T1T2T3T4T5T6B1B2B3B4W1W2W3W4W5W6W7W6W8W9W10W11W12W13W14W15(a)(a)(b)(c)(c)5.5123.89124X5(A1)2X46X68X87X67X67X6(R)8X106X83X43X43X45X67X6(SRS)3X105X67X63X4(R)3X5R=2949# U=503# RL=519/-479# W=8"(Rigid Surface)R=3154# U=575# W=11-5/16"(Rigid Surface)Top chord 2x6 SP SSBot chord 2x6 SP SSWebs 2x4 SP #3 W1,W13 2x6 SP SS; W12 2x4 SP #2;170 mph wind, 18.25 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left and right cantilevers are exposed to wind(c) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.In lieu of structural panels use purlins to brace all flat TC @ 24" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.MWFRS loads based on trusses located at least 18.25 ft. from roof edge.Job:(20HS209) / A2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1250
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A3DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209540101CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1037462'50'2'1-1/16"16'5-7/16"8'2-3/16"4'10-1/2"7'5-1/2"17'1-7/16"54'1-1/16"6-5/16"2'10-3/16"8'4-3/4"11'9-13/16"T1T2T3T4T5T6T7B1B2B3B4W1W2W3W4W5W6W7W6W8W9W10W11W12W13W14W15(a)(a)(a)(b)(b)(b)(a)(c)5.5123.89124X5(A1)2X46X68X87X67X67X6(R)8X106X83X47X6(SRS)3X45X67X63X106X66X63X4(R)2X4R=3066# U=542# RL=508/-453# W=8"(Rigid Surface)R=3015# U=524# W=11-5/16"(Rigid Surface)Top chord 2x6 SP SSBot chord 2x6 SP SSWebs 2x4 SP #3 W1,W13 2x6 SP SS;W2,W12 2x4 SP #2;170 mph wind, 18.25 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left and right cantilevers are exposed to wind(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(c) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.In lieu of structural panels use purlins to brace all flat TC @ 24" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.MWFRS loads based on trusses located at least 18.25 ft. from roof edge.Job:(20HS209) / A3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1250
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A4DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209540101CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1037442'52'1-1/16"16'5-7/16"8'2-3/16"4'10-1/2"2'7-9/16"21'11-3/8"54'1-1/16"6-5/16"3'6"10'7-5/16"11'9-13/16"T1T2T3T4T5T6T7B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W12(a)W13(a)W14(a)W15(a)(a)(a)(a)(a)(a)(a)(a)5.5123.89124X5(A1)2X46X68X87X67X67X6(R)8X106X88X84X83X45X63X48X86X62X42X42X4R=3152# U=581# RL=498/-428# W=8"(Rigid Surface)R=2918# U=518# W=11-5/16"(Rigid Surface)Top chord 2x6 SP SSBot chord 2x6 SP SSWebs 2x4 SP #3 W1,W14 2x6 SP SS; W2 2x4 SP #2;W13 2x4 SP SS;170 mph wind, 18.25 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.MWFRS loads based on trusses located at least 18.25 ft. from roof edge.Job:(20HS209) / A4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1250
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A5DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209540101CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043462'52'1-1/16"22'7-5/8"10'8-7/8"20'8-9/16"54'1-1/16"6-5/16"4'2-1/4"10'10-13/16"T1(a)T2(a)T3(a)T4(a)T5(a)B1(a)B2B3B3W1W2W3W4W5W6W7W7W6W8W9W10W11W12(a)(a)(a)(a)5.5123.89124X5(A1)2X46X68X87X63X47X6(R)3X85X63X43X86X85X63X43X48X83X46X10(R)R=3194# U=599# RL=445/-362# W=8"(Rigid Surface)R=2876# U=509# W=8"(Rigid Surface)Top chord 2x6 SP SSBot chord 2x6 SP SSWebs 2x4 SP #3 W1,W12 2x6 SP SS; W2 2x4 SP #2;W11 2x4 SP SS;170 mph wind, 17.80 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.MWFRS loads based on trusses located at least 17.80 ft. from roof edge.Job:(20HS209) / A5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1250
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A6DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209540101CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1037382'52'1-1/16"20'7-5/8"17'6-13/16"15'10-5/8"54'1-1/16"6-5/16"4'10"9'11-13/16"T1T2T3T3T4T5B1B2B3B4W1W2W3W4W5W6W7W6W7W6W8W9W10W11(a)(a)(b)(b)(b)(b)(b)(c)5.5123.89124X5(A1)2X46X68X87X63X46X103X45X68X83X86X103X45X67X64X86X6H0310R=3191# U=699# RL=392/-299# W=8"(Rigid Surface)R=2869# U=620# W=8"(Rigid Surface)Top chord 2x6 SP SSBot chord 2x6 SP SSWebs 2x4 SP #3 W1,W11 2x6 SP SS;W2,W10 2x4 SP #2;170 mph wind, 17.34 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.MWFRS loads based on trusses located at least 17.34 ft. from roof edge.Job:(20HS209) / A6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1250
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A7DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209520101CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10377151'9-1/8"3-15/16"16'7-5/8"24'4-3/4"11'0-11/16"52'1-1/16"1'5-5/16"5'5-13/16"9'0-13/16"T1T2T3T4T5B1B2B3B4W1W2W3W4W5W6W5W7W5W6W5W8W9W10W11(a)(b)(b)(b)(a)(b)(c)(c)5.5123.89125X85X8(**)7X67X66X66X103X42X48X87X64X56X108X85X66X62X42X42X4R=2867# U=669# RL=305/-221# W=8"(Rigid Surface)R=2967# U=740# W=11-5/16"(Rigid Surface)Top chord 2x6 SP SSBot chord 2x6 SP SSWebs 2x4 SP #3 W1,W10 2x6 SP SS; W2 2x4 SP #2;(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.170 mph wind, 17.34 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Right cantilever is exposed to wind(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(c) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.MWFRS loads based on trusses located at least 17.34 ft. from roof edge.Job:(20HS209) / A7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1250
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A8DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209520101CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10377852'1-1/16"14'7-5/8"31'2-11/16"6'2-3/4"2'1'5-5/16"8'1-1/16"6'1-1/16"8'1-5/16"8'1-13/16"10'1-13/16"DT -0-1/2"T1T2T3T3T4B1B2B3B4W1W2W3W4W5W6W7W8W8W7W9W5W10W11(a)(b)(c)(a)(d)(d)(a)5.5123.89125X85X8(**)8X87X67X68X83X47X67X68X84X66X106X83X45X6(R)R=2910# U=687# RL=275/-183#H = H1R=2912# U=815#H = H2Top chord 2x6 SP SSBot chord 2x6 SP SSWebs 2x4 SP #3 W1,W11 2x6 SP SS;W2,W9,W10 2x4 SP #2;(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.170 mph wind, 16.88 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by others(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(d) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.MWFRS loads based on trusses located at least 16.88 ft. from roof edge.Provide hanger or special connection at right end of truss for 2912 lbs.Provide hanger or special connection at left end of truss for 2910 lbs.Job:(20HS209) / A8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.0997
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A9DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209520101CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10378352'1-1/16"12'7-5/8"38'0-5/8"1'4-13/16"2'1'5-5/16"8'9-3/8"6'9-3/8"7'2-13/16"T1T2T3T3T2T4B1B2B3B3W1 W2W3W4W5W6W5W6W5W6W5W7W8W9(a)(b)(c)(c)(b)(d)(d)(c)5.5123.89125X85X8(**)10X103X46X103X45X63X67X67X64X105X68X85X88X86X63X6R=2908# U=682# RL=221/-121#H = H1R=2911# U=926#H = H2Top chord 2x6 SP SSBot chord 2x6 SP SSWebs 2x4 SP #3 W1,W9 2x6 SP SS; W2,W7 2x4 SP #2;(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.170 mph wind, 16.42 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(d) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.MWFRS loads based on trusses located at least 16.42 ft. from roof edge.Provide hanger or special connection at right end of truss for 2911 lbs.Provide hanger or special connection at left end of truss for 2908 lbs.Job:(20HS209) / A9THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.0997
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A10DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209360602CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10394536'6-1/8"15'0-3/8"4'10-1/2"16'7-1/4"35'10-7/8"7-1/4"3'1'11-1/8"4'2-1/2"11'9-13/16"T1T2T3T4T5B1B2B3W1W2W3W4W5W6W5W7W8W9W10W11M1(a)(a)(b)(c)(a)(b)5.5124X103X63X43X66X65X65X86X63X45X65X64X63X43X6(R)R=2072# U=840# RL=468/-433# W=6-3/4"(Rigid Surface)R=2035# U=826# W=7-1/4"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x4 SP SS; W11 2x6 SP SS;Lt Bearing Leg: 2x8 SP SS;170 mph wind, 20.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical exposed to wind pressure. Deflection meets L/360.(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(c) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.In lieu of structural panels use purlins to brace all flat TC @ 24" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / A10THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A11DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209360602CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10394736'6-1/8"15'0-3/8"4'10-1/2"16'7-1/4"1'7"6'1'27'3-7/8"7-1/4"3'1'11-1/8"4'2-1/2"1'11'9-13/16"T1T2T3T4T5B1B2B3B4W1W2W3W4W5W6W7W8W9W8W10W11W12W13W14M1(a)(a)(a)(b)(c)(a)5.5124X63X64X5(R)2X42X46X62X46X63X55X64X86X63X55X64X63X6(R)R=2077# U=840# RL=468/-433# W=6-3/4"(Rigid Surface)R=2037# U=826# W=7-1/4"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x4 SP SS; W14 2x6 SP SS;Lt Bearing Leg: 2x8 SP SS;All plates are 3X4 except as noted.170 mph wind, 20.09 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical exposed to wind pressure. Deflection meets L/360.(c) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.In lieu of structural panels use purlins to brace all flat TC @ 24" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / A11THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A12DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209360602CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10395036'6-1/8"13'8-3/4"7'5-11/16"15'3-5/8"1'7"6'10'5-3/4"14'1-3/8"3'8-3/4"7-1/4"3'1'11-1/8"4'2-1/2"1'11'2-5/8"T1T2T3T4B1B2B3B4B5B6W1W2W3W4W5W3W6W7W3W8W9W10W11W3W12M1(a)(b)(a)(a)5.5124X103X63X44X53X46X65X86X83X43X57X64X63X44X103X6R=2077# U=483# RL=442/-407# W=6-3/4"(Rigid Surface)R=2037# U=475# W=7-1/4"(Rigid Surface)Top chord 2x4 SP #2 T3,T4 2x4 SP SS;Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x4 SP #2; W12 2x6 SP SS;Lt Bearing Leg: 2x8 SP SS;All plates are 2X4 except as noted.170 mph wind, 19.80 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical exposed to wind pressure. Deflection meets L/360.(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 19.80 ft. from roof edge.Job:(20HS209) / A12THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A13DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209360602CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10395736'6-1/8"10'11-1/2"6'11-5/8"2'7-11/16"15'11-5/16"1'7"6'10'5-3/4"14'1-3/8"3'8-3/4"7-1/4"3'2'3-3/8"4'2-1/2"10'3-5/8"1'11'6-3/16"T1T2T3T4T5B1B2B3B4B5B6W1W2W3W4W3W5W6W7W3W8W9W10W11W3W12M1(a)(a)(b)(c)(b)(c)5.5124X63X64X5(R)3X44X55X65X85X65X65X87X64X63X44X103X6R=2076# U=485# RL=442/-416# W=6-3/4"(Rigid Surface)R=2032# U=453# W=7-1/4"(Rigid Surface)Top chord 2x4 SP SS T1,T3 2x4 SP #2;Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x4 SP SS; W12 2x6 SP SS;Lt Bearing Leg: 2x8 SP SS;All plates are 2X4 except as noted.170 mph wind, 19.94 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left end vertical not exposed to wind pressure.Right end vertical exposed to wind pressure. Deflection meets L/360.(c) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 19.94 ft. from roof edge.Job:(20HS209) / A13THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A14DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209360602CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10396236'6-1/8"8'11-1/2"6'11-5/8"4'7-11/16"15'11-5/16"18'0-3/4"14'1-3/8"3'8-3/4"7-1/4"3'2'3-3/8"4'2-1/2"9'4-5/8"1'11'6-3/16"T1T2T3T4T5B1B2B3B4B5W1W2W3W4W5W6W4W7W8W9W10W11W12W8W13M1(a)(a)(a)(a)(a)(a)(a)(a)5.5124X63X64X6(R)3X65X86X85X85X65X65X87X64X63X44X103X6R=2076# U=421# RL=442/-416# W=6-3/4"(Rigid Surface)R=2032# U=448# W=7-1/4"(Rigid Surface)Top chord 2x4 SP SS T1,T3 2x4 SP #2;Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x4 SP SS; W13 2x6 SP SS;Lt Bearing Leg: 2x8 SP SS;All plates are 2X4 except as noted.170 mph wind, 19.94 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left end vertical not exposed to wind pressure.Right end vertical exposed to wind pressure. Deflection meets L/360.Calculated horizontal deflection is 0.11" due to live load and 0.15" due to dead load.(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 19.94 ft. from roof edge.Job:(20HS209) / A14THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A15DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209400806CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10397240'8-3/8"11'1-3/4"6'11-5/8"5'10-3/8"1'6-5/8"15'2"21'10-1/4"1'14'1-3/8"3'8-3/4"3'4-5/16"4'2-1/2"8'5-5/8"1'11'1-7/8"T1T2T3T4T5T6B1B2B3B4B5W1W2W3W4W5W6W5W7W8W9W10W11W12W13W14W15W16(a)(a)(a)(a)(a)(a)(a)5.5123X64X63X45X85X10(SRS)3X105X82X44X63X56X83X66X63X102X42X43X44X103X6R=2298# U=428# RL=502/-429#R=2295# U=456# W=7-1/4"(Rigid Surface)Top chord 2x4 SP #2 T2,T5,T6 2x4 SP SS;Bot chord 2x4 SP #2Webs 2x4 SP #3 W8 2x4 SP #2; W16 2x6 SP SS;All plates are 5X6 except as noted.170 mph wind, 19.34 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left end vertical not exposed to wind pressure.Right end vertical exposed to wind pressure. Deflection meets L/360.(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 19.34 ft. from roof edge.Provide hanger or special connection at left end of truss for 2298 lbs.Job:(20HS209) / A15THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A16DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209430706CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043482'41'7-3/8"12'0-3/4"6'11-5/8"5'10-3/8"5'6-5/8"13'2"2'10"1'21'4-1/4"7"14'1-3/8"3'8-3/4"43'7-3/8"1'6"6-5/16"4'2-1/2"7'6-5/8"1'10'2-7/8"T1T2T3T4T5B1B2B3B4B5B6W1W2W3W4W5W6W7W8W9W8W10W11W12W13W14W15W16W17W18W19(a)(b)(b)(b)(b)5.5123X5(B2)3X55X66X103X83X85X65X85X10(SRS)H03105X65X105X83X43X46X83X44X83X6R=2604# U=508# RL=511/-408# W=8"(Rigid Surface)R=2329# U=449# W=7-1/4"(Rigid Surface)Top chord 2x4 SP #2 T2 2x4 SP SS;Bot chord 2x4 SP #2Webs 2x4 SP #3 W11 2x4 SP #2; W19 2x6 SP SS;All plates are 2X4 except as noted.170 mph wind, 18.22 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical exposed to wind pressure. Deflection meets L/360.Left cantilever is exposed to wind(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 18.22 ft. from roof edge.Job:(20HS209) / A16THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A17DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209430706CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1039822'41'7-3/8"10'0-3/4"6'11-5/8"5'10-3/8"9'6-5/8"11'2"2'10"1'21'11-1/4"14'1-3/8"3'8-3/4"43'7-3/8"1'6"6-5/16"4'2-1/2"6'7-5/8"1'9'3-7/8"T1T2T3T4T5B1B2B3B4B5B6W1W2W3W4W5W6W7W6W8W9W10W11W12W11W13W14W15W16W12W17(a)(a)(a)(a)(a)(a)5.5123X5(B2)3X55X66X103X56X84X108X105X65X65X103X45X85X63X43X83X45X63X6R=2604# U=542# RL=467/-366# W=8"(Rigid Surface)R=2329# U=442# W=7-1/4"(Rigid Surface)Top chord 2x4 SP #2 T2 2x4 SP SS;Bot chord 2x4 SP #2Webs 2x4 SP #3 W8 2x4 SP #2; W17 2x6 SP SS;All plates are 2X4 except as noted.170 mph wind, 17.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical exposed to wind pressure. Deflection meets L/360.Left cantilever is exposed to wind(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 17.76 ft. from roof edge.Job:(20HS209) / A17THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A18DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209430706CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043232'41'7-3/8"8'0-3/4"6'11-5/8"5'10-3/8"13'6-5/8"9'2"2'10"1'20'11-1/4"1'14'1-3/8"3'8-3/4"43'7-3/8"1'6"6-5/16"4'2-1/2"5'8-5/8"1'8'4-7/8"T1T2T3T4T5B1B2B3B4B5B6W1W2W3W4W5W6W7W6W8W9W10W11W9W12W12W13W14W15W16W17(a)(a)(a)(a)(a)5.5123X5(B2)3X55X68X85X64X12H03106X125X84X125X103X45X85X63X85X6(R)3X6R=2604# U=565# RL=267/-222# W=8"(Rigid Surface)R=2329# U=494# W=7-1/4"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B4,B5 2x4 SP SS;Webs 2x4 SP #3 W11 2x4 SP #2; W17 2x6 SP SS;All plates are 2X4 except as noted.170 mph wind, 17.30 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 17.30 ft. from roof edge.Job:(20HS209) / A18THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A19DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209430706CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1040022'41'7-3/8"6'0-3/4"6'11-5/8"5'10-3/8"17'6-5/8"7'2"2'10"40'9-3/8"43'7-3/8"1'6"6-5/16"4'2-1/2"4'9-5/8"7'5-7/8"T1T2T3T4T5T6B1B2B3B4W1 W2W3W4W5W6W4W7W8W9W10W10W9W8W11W12(a)(b)(b)(b)(a)(b)5.5123X5(B2)3X52X42X46X102X44X126X10(SRS)H03103X83X44X106X6(R)3X6R=2604# U=567# RL=381/-280# W=8"(Rigid Surface)R=2329# U=543# W=7-1/4"(Rigid Surface)Top chord 2x4 SP #2 T2,T6 2x4 SP SS;Bot chord 2x4 SP #2 B3 2x4 SP SS;Webs 2x4 SP #3 W2,W5 2x4 SP #2; W12 2x6 SP SS;All plates are 5X6 except as noted.170 mph wind, 16.84 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical exposed to wind pressure. Deflection meets L/360.Left cantilever is exposed to wind(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 16.84 ft. from roof edge.Job:(20HS209) / A19THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A20DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209560002CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053992'52'0-1/8"2'4'0-3/4"6'11-5/8"5'10-3/8"21'6-5/8"17'6-3/4"2'10"20'0-3/4"1'32'1-3/8"56'0-1/8"3'6"6-5/16"5'10-5/8"2'8'6-7/8"T1T2T3T4T5T6T7B1B2B3B4B5B6W1W2W3W4W5W6W4W7W8W9W10W11W12W13W11W14W11W15W16W17W18(a)(a)(b)(c)(b)(b)5.5124X5(A2)4X56X66X6(R)6X123X55X146X8(SRS)(R)8X86X108X123X68X85X146X66X103X47X66X65X64X104X64X5(A1)R=3166# U=1143# W=8"(Rigid Surface)R=3296# U=1105# W=8"(Rigid Surface)Top chord 2x6 SP SSBot chord 2x6 SP SS B1 2x4 SP #2;Webs 2x4 SP #3 W2,W5,W17 2x4 SP #2;W12 2x4 SP SS;All plates are 2X4 except as noted.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 4.06 TC: From 47 plf at 4.06 to 47 plf at 5.06 TC: From 93 plf at 5.06 to 93 plf at 56.01 BC: From 20 plf at 0.00 to 20 plf at 4.06 BC: From 10 plf at 4.06 to 10 plf at 5.06 BC: From 20 plf at 5.06 to 20 plf at 56.01PLB: From 40 plf at 15.93 to 40 plf at 19.33PLB: From 40 plf at 34.64 to 40 plf at 38.16 TC: -38.73 lb Conc. Load at 4.06 TC: 34.52 lb Conc. Load at 5.06 BC: -66.53 lb Conc. Load at 4.06 BC: -22.48 lb Conc. Load at 5.06170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left and right cantilevers are exposed to wind(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.Job:(20HS209) / A20THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.0927
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A21DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209531106CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 PLIES= 2 TOTAL= 2SEQ = 10541620'7-1/4"31'4-1/8"2'3'9-1/8"9'0-7/8"25'6-5/8"15'6-3/4"35'1-7/8"1'13'4'9-1/2"53'11-3/8"3'6"6-5/16"1'7'7-7/8"T1T2T3T4T5T6B1B2B3B4B5W1W2W3W4W5W6W7W8W7W9W10W11W12W13W14W12W15W16W17W18W19W20W215.5126X84X128X85X810X103X66X65X84X55X14(R)8X10(R)8X108X103X48X86X63X47X67X63X44X5(A2)R=6456# U=1785# W=7-1/4"(Rigid Surface)R=12351# U=4151# W=6"(Rigid Surface)R=1227# U=431# W=8"(Rigid Surface)2 Complete Trusses RequiredTop chord 2x6 SP SSBot chord 2x8 SP SS B3,B4 2x6 SP SS; B5 2x4 SP #2;Webs 2x4 SP #3 W1 2x6 SP SS; W2 2x4 SP #2;W9,W11 2x4 SP SS; W10 2x8 SP SS;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 6.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.All plates are 2X4 except as noted.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 3.76 TC: From 47 plf at 3.76 to 47 plf at 15.95 TC: From 93 plf at 15.95 to 93 plf at 53.95 BC: From 10 plf at 0.00 to 10 plf at 15.95 BC: From 20 plf at 15.95 to 20 plf at 53.95 TC: 419.78 lb Conc. Load at 0.14 TC: 260.00 lb Conc. Load at 0.94 TC: 542.53 lb Conc. Load at 3.00 BC: 867.64 lb Conc. Load at 1.87, 3.87, 5.87 BC: 939.76 lb Conc. Load at 7.87 BC: 951.18 lb Conc. Load at 9.87 BC: 911.14 lb Conc. Load at 11.87 BC: 869.51 lb Conc. Load at 13.87 BC: 6724.91 lb Conc. Load at 15.95170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left end vertical not exposed to wind pressure.Right cantilever is exposed to windDeflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shippingand installation of trusses. See "WARNING" note below.Job:(20HS209) / A21THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.SCALE =0.0963
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A22DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPMJOB #: 20HS209371006CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042342'35'10-3/8"14'23'10-3/8"4'9-1/2"13'1'19'0-7/8"37'10-3/8"6-5/16"6'11-5/16"1'T1T2T3B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W9W12W9W12W9(a)(a)(b)(b)5.5123X4(B1)4X83X62X46X102X43X43X83X4H07103X58X83X56X63X6R=2315# U=750# RL=313/-80# W=8"(Rigid Surface)R=2167# U=743#H = H1Top chord 2x4 SP #2 T1 2x4 SP SS;Bot chord 2x4 SP SS B3,B4 2x4 SP #2;Webs 2x4 SP #3 W2 2x4 SP #2;All plates are 5X6 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Provide hanger or special connection at right end of truss for 2167 lbs.Job:(20HS209) / A22THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A23DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPMJOB #: 20HS209371006CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042472'35'10-3/8"12'25'10-3/8"4'9-1/2"13'1'19'0-7/8"37'10-3/8"6-5/16"6'0-5/16"1'T1T2T3B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W9W12W9W12W9(a)(a)(a)(a)5.5123X4(B1)4X84X52X46X102X43X43X83X4H07103X55X103X56X63X6R=2289# U=759# RL=268/-68# W=8"(Rigid Surface)R=1995# U=736#H = H1Top chord 2x4 SP SS T2 2x4 SP #2;Bot chord 2x4 SP SS B3,B4 2x4 SP #2;Webs 2x4 SP #3 W2,W10 2x4 SP #2;All plates are 5X6 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Provide hanger or special connection at right end of truss for 1995 lbs.Job:(20HS209) / A23THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A24DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPMJOB #: 20HS209371006CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042452'35'10-3/8"10'27'10-3/8"4'9-1/2"13'1'19'0-7/8"37'10-3/8"6-5/16"5'1-5/16"1'T1T2T3B1B2B3B4W1W2W3W4W5W6W7W7W8W9W10W8W11W8W12W8(a)(a)5.5123X4(B1)4X84X56X105X63X43X46X103X55X66X103X67X64X83X6R=2289# U=767# RL=223/-57# W=8"(Rigid Surface)R=1995# U=730#H = H1Top chord 2x4 SP SS T2 2x4 SP #2;Bot chord 2x4 SP SS B3,B4 2x4 SP #2;Webs 2x4 SP #3 W2,W9,W12 2x4 SP #2;All plates are 2X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Provide hanger or special connection at right end of truss for 1995 lbs.Job:(20HS209) / A24THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A25DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPMJOB #: 20HS209371006CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 PLIES= 2 TOTAL= 2SEQ = 1042432'35'10-3/8"8'29'10-3/8"4'9-1/2"13'1'19'0-7/8"37'10-3/8"6-5/16"4'2-5/16"1'T1T2T3B1B2B3B4W1W2W3W4W5W6W7W6W7W8W9W10W8W11W8W12W85.5123X4(B1)3X103X56X103X45X83X44X63X4H07143X54X68X103X67X64X83X6R=3893# U=1362# W=8"(Rigid Surface)R=3692# U=1292#H = H12 Complete Trusses RequiredTop chord 2x4 SP SSBot chord 2x4 SP SS B3,B4 2x4 SP #2;Webs 2x4 SP #3 W2,W9,W12 2x4 SP #2;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.All plates are 2X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.Left cantilever is exposed to windCalculated horizontal deflection is 0.14" due to live load and 0.12" due to dead load.(J) Hanger Support Required, by others#1 hip supports 8-0-0 jacks W/2 panel TC and no end vert.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Provide hanger or special connection at right end of truss for 3692 lbs.Job:(20HS209) / A25THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A26DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"MONOJOB #: 20HS209270715CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10366927'7-15/16"22'1-1/8"1'4'6-13/16"2'6'3-13/16"8'3-13/16"T1T2B1B2B3W1W2W1W2W1W2W3W4W5W3(a)(b)(b)(b)4X63X66X63X43X45X62X46X82X44X53X6(R)R=1521# U=642#H = H1R=1521# U=642#H = H2Top chord 2x4 SP SS T2 2x4 SP #2;Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 18.40 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss must be installed as shown with top chord up.MWFRS loads based on trusses located at least 9.20 ft. from roof edge.Provide hanger or special connection at right end of truss for 1521 lbs.Provide hanger or special connection at left end of truss for 1521 lbs.Job:(20HS209) / A26THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A27DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"MONOJOB #: 20HS209270715CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10367327'7-15/16"22'1-1/8"1'4'6-13/16"2'5'4-13/16"7'4-13/16"T1T2B1B2B3W1W2W1W2W1W2W3W4W5W3(a)(a)(b)4X63X66X63X43X45X62X46X82X44X5(R)3X6(R)R=1521# U=620#H = H1R=1521# U=620#H = H2Top chord 2x4 SP SS T2 2x4 SP #2;Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 17.48 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(J) Hanger Support Required, by others(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss must be installed as shown with top chord up.MWFRS loads based on trusses located at least 8.74 ft. from roof edge.Provide hanger or special connection at right end of truss for 1521 lbs.Provide hanger or special connection at left end of truss for 1521 lbs.Job:(20HS209) / A27THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A28DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"MONOJOB #: 20HS209270715CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10435427'7-15/16"22'1-1/8"1'4'6-13/16"6'5-13/16"2'T1T2B1B2B3W1W2W3W2W3W2W4W5W6W4(a)(a)(b)4X83X46X83X43X45X62X46X82X44X63X6(R)R=1524# U=599# RL=45/-45#H = H1R=1513# U=597#H = H2Top chord 2x4 SP SS T2 2x4 SP #2;Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 16.57 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(J) Hanger Support Required, by others(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss must be installed as shown with top chord up.MWFRS loads based on trusses located at least 8.28 ft. from roof edge.Provide hanger or special connection at right end of truss for 1513 lbs.Provide hanger or special connection at left end of truss for 1524 lbs.Job:(20HS209) / A28THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A29DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"MONOJOB #: 20HS209270715CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10435627'7-15/16"22'1-1/8"1'4'6-13/16"5'6-13/16"2'T1T2B1B2B3W1W2W3W2W3W2W4W5W6W4(a)(b)4X83X47X63X43X45X62X46X102X45X63X6(R)R=1524# U=577# RL=45/-45#H = H1R=1513# U=575#H = H2Top chord 2x4 SP SS T2 2x4 SP #2;Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x4 SP #2;170 mph wind, 15.65 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss must be installed as shown with top chord up.MWFRS loads based on trusses located at least 7.83 ft. from roof edge.Provide hanger or special connection at right end of truss for 1513 lbs.Provide hanger or special connection at left end of truss for 1524 lbs.Job:(20HS209) / A29THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A30DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"FLATJOB #: 20HS209270715CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043584'4-1/2"4"11'6-1/16"11'5-3/8"27'7-15/16"4'7-13/16"T1T1B1B2W1W2W1W3W1W3W1W3W1W3W1W2W12X45X63X83X5R=181# U=61#H = H1R=507# U=175# W=8"(Rigid Surface)R=151plf U=100plf W=11'6-1/16"(Rigid Surface)R=661# U=240#Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3All plates are 3X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss must be installed as shown with top chord up.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Provide hanger or special connection at right end of truss for 661 lbs.Provide hanger or special connection at left end of truss for 181 lbs.Job:(20HS209) / A30THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A31DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"FLATJOB #: 20HS209270715CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1036944'4-1/2"13'6-15/16"9'8-9/16"27'7-15/16"3'8-13/16"T1T1B1B2W1W2W3W4W3W5W1W5W3W4W3W2W13X4(R)3X52X43X104X103X53X45X63X104X103X52X43X103X4(R)3X5R=22/-110# Rw=35#H = H1R=1880# U=936# W=8"(Rigid Surface)R=2279# U=1133# W=11-5/16"(Rigid Surface)R=597# U=281#H = H2Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W3 2x6 SP SS;Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 45 plf at 0.00 to 45 plf at 27.66 BC: From 10 plf at 0.00 to 10 plf at 27.66 TC: 178.23 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 9.94,11.94,13.94,15.94,17.94,19.94,21.94,23.94,25.94 BC: 63.68 lb Conc. Load at 1.94, 3.94, 5.94, 7.94 9.94,11.94,13.94,15.94,17.94,19.94,21.94,23.94,25.94170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss must be installed as shown with top chord up.The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing.Provide hanger or special connection at right end of truss for 597 lbs.Provide hanger or special connection at left end of truss for 35 lbs.Job:(20HS209) / A31THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A32DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209200910CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10522824'0-1/8"10'7-5/8"13'4-1/2"1'5-5/16"6'3-13/16"T1T2B1B2W1W2W3W4W5W4W5W4(a)(b)5.5122X43X6(R)3X44X65X63X82X42X43X6(R)R=1357# U=329# RL=160/-46#H = H1R=1357# U=491#H = H2Top chord 2x4 SP #2 T2 2x4 SP SS;Bot chord 2x4 SP SS B2 2x4 SP #2;Webs 2x4 SP #3170 mph wind, 15.96 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.96 ft. from roof edge.Provide hanger or special connection at right end of truss for 1357 lbs.Provide hanger or special connection at left end of truss for 1357 lbs.Job:(20HS209) / A32THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A33DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209270002CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 PLIES= 2 TOTAL= 2SEQ = 10540626'9-3/8"1'5-3/8"6'4-3/8"3'2-1/2"4-5/8"15'4-1/2"9'11"1'6'4"1'8'0-7/8"5-1/2"2'4'3-11/16"5'4-13/16"7'2-11/16"3'7-11/16"7'4-13/16"T1T2T3T4B1B2B3W1W2W3W4W5W6W7W8W9W10W11W12W13W11M15.5125X6(R)3X106X103X44X65X63X54X5(R)3X83X46X87X6(R)3X83X4R=5220# U=1475# RL=110# W=5-1/2"(Rigid Surface)R=1920# U=677#H = H12 Complete Trusses RequiredTop chord 2x4 SP #2 T4 2x6 SP SS;Bot chord 2x4 SP #2 B1 2x6 SP SS;Webs 2x4 SP #3 W1 2x6 SP SS;Rt Bearing Leg: 2x6 SP SS;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 9.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.All plates are 2X4 except as noted.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 26.78 BC: From 20 plf at 0.00 to 20 plf at 26.32 BC: 4123.39 lb Conc. Load at 2.64170 mph wind, 15.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.(J) Hanger Support Required, by othersDeflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing.Provide hanger or special connection at right end of truss for 1920 lbs.Job:(20HS209) / A33THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A34DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPSJOB #: 20HS209270002CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10526026'9-3/8"3'7-1/8"2'7-1/4"20'7"5'3-1/2"6'5-13/16"3'9-5/16"T1T2T3T4B1B2W1W2W3W4W5W5W4W3(a)(b)5.5123X64X56X63X103X43X43X46X63X6(R)R=1513# U=516# RL=57# W=5-1/2"(Rigid Surface)R=1513# U=553#H = H1Top chord 2x4 SP #2 T4 2x4 SP SS;Bot chord 2x4 SP #2 B2 2x4 SP SS;Webs 2x4 SP #3 W1 2x4 SP #2;All plates are 2X4 except as noted.170 mph wind, 15.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member.Attached with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.61 ft. from roof edge.Provide hanger or special connection at right end of truss for 1513 lbs.Job:(20HS209) / A34THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A35DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"FLATJOB #: 20HS209270002CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10526426'9-3/8"5'6-13/16"T1T1B1B2B1W1W2W1W2W1W2W1W2W1(a)(a)4X63X66X63X45X63X83X46X64X63X6R=1473# U=558# W=5-1/2"(Rigid Surface)R=1473# U=558#H = H1Top chord 2x4 SP SSBot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.65 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss must be installed as shown with top chord up.MWFRS loads based on trusses located at least 7.83 ft. from roof edge.Provide hanger or special connection at right end of truss for 1473 lbs.Job:(20HS209) / A35THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A36DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"FLATJOB #: 20HS209270002CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10526826'9-3/8"4'7-13/16"T1T1B1B2B1W1W2W1W2W1W2W1W2W1(a)(a)4X63X66X63X45X63X83X46X64X63X6R=1473# U=543# W=5-1/2"(Rigid Surface)R=1473# U=543#H = H1Top chord 2x4 SP SSBot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.End verticals not exposed to wind pressure.(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss must be installed as shown with top chord up.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Provide hanger or special connection at right end of truss for 1473 lbs.Job:(20HS209) / A36THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A37DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"FLATJOB #: 20HS209270002CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10528026'9-3/8"3'8-13/16"T1T2T3B1B2B3W1W2W1W3W1W3W1W3W1W2W15X83X64X105X62X4H07105X63X63X67X64X103X6R=2373# U=1185# W=5-1/2"(Rigid Surface)R=2245# U=1113#H = H1Top chord 2x4 SP SSBot chord 2x4 SP #2 B2 2x4 SP SS;Webs 2x4 SP #3 W2 2x4 SP SS;Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 45 plf at 0.00 to 45 plf at 26.78 BC: From 10 plf at 0.00 to 10 plf at 26.78 TC: 178.23 lb Conc. Load at 0.84, 2.84, 4.84, 6.84 8.84,10.84,12.84,14.84,16.84,18.84,20.84,22.84,24.84 BC: 63.68 lb Conc. Load at 0.84, 2.84, 4.84, 6.84 8.84,10.84,12.84,14.84,16.84,18.84,20.84,22.84,24.84170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.End verticals not exposed to wind pressure.(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss must be installed as shown with top chord up.The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing.Provide hanger or special connection at right end of truss for 2245 lbs.Job:(20HS209) / A37THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = A38DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"MONOJOB #: 20HS209180804CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 PLIES= 3 TOTAL= 3SEQ = 1054082'16'8-1/4"18'8-1/4"13'11"1'3'9-1/4"6-5/16"2'7'1-1/16"9'1-1/16"T1T2B1B2W1W2W3W4W5W6W7W8W9W10(a)(a)5.5122X4(A1)4X55X65X65X66X103X45X103X106X102X46X10(R)R=7031# U=2779# W=8"(Rigid Surface)R=10695# U=4126# W=7-1/4"(Rigid Surface)3 Complete Trusses RequiredTop chord 2x4 SP #2Bot chord 2x6 SP SSWebs 2x4 SP #3 W1 2x6 SP SS; W2,W7 2x4 SP #2;W8 2x4 SP SS; W10 2x8 SP SS;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacingbetween rows and stagger nails in each row to avoid splitting.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 7.02 TC: From 47 plf at 7.02 to 47 plf at 18.69 BC: From 20 plf at 0.00 to 20 plf at 7.06 BC: From 10 plf at 7.06 to 10 plf at 18.69 BC: 2266.42 lb Conc. Load at 7.06 BC: 1654.09 lb Conc. Load at 9.06 BC: 2996.61 lb Conc. Load at 11.06 BC: 3036.79 lb Conc. Load at 13.06 BC: 3441.70 lb Conc. Load at 15.14 BC: 2878.01 lb Conc. Load at 17.06170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(a) Continuous lateral restraint equally spaced on member.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / A38THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209350106CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 PLIES= 2 TOTAL= 2SEQ = 1043362'17'2"15'11-3/8"18'3-11/16"16'9-11/16"35'1-3/8"6-5/16"3'5-5/8"8'11"T1T2T3T4B1B2B3W1W2W3W4W5W6W7W8W9W10W11W125.5123.89124X5(A1)4X54X65X6(R)5X610X105X85X64X5(R)2X43X86X65X63X43X4(R)3X8R=3785# U=1459# W=8"(Rigid Surface)R=11695# U=4045# W=11-5/16"(Rigid Surface)R=1028# U=380#2 Complete Trusses RequiredTop chord 2x4 SP #2Bot chord 2x8 SP SSWebs 2x4 SP #3 W1 2x6 SP SS; W6 2x4 SP SS;W8 2x8 SP SS;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 7.06 TC: From 47 plf at 7.06 to 47 plf at 18.31 TC: From 92 plf at 18.31 to 92 plf at 35.11 BC: From 20 plf at 0.00 to 20 plf at 7.06 BC: From 10 plf at 7.06 to 10 plf at 23.11 BC: From 20 plf at 23.11 to 20 plf at 35.11 BC: 596.97 lb Conc. Load at 7.06 BC: 660.87 lb Conc. Load at 9.06 BC: 1513.35 lb Conc. Load at 11.06,13.06 BC: 1521.41 lb Conc. Load at 15.06,17.06 BC: 2910.83 lb Conc. Load at 19.06,21.06170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.Left cantilever is exposed to windDeflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Provide hanger or special connection at right end of truss for 1028 lbs.Job:(20HS209) / B1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B2DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209350106CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1038882'15'5-9/16"17'7-13/16"17'6-5/16"17'7-1/16"4'9-1/2"10'20'3-7/8"35'1-3/8"6-5/16"2'10-1/4"1'8'6-11/16"T1T2T3T4B1B2B3B4W1W2W3W4W5W6W7W7W8W9W10W11W12W13(a)(a)(a)5.5123.89123X4(B1)3X45X68X85X67X6(R)3X86X65X63X43X6(R)R=973# U=164# RL=314/-267# W=8"(Rigid Surface)R=2193# U=393# W=6-13/16"(Rigid Surface)R=880# U=235#Top chord 2x4 SP SS T3,T4 2x4 SP #2;Bot chord 2x4 SP #2Webs 2x4 SP #3 W3 2x4 SP SS; W8 2x4 SP #2;All plates are 2X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Provide hanger or special connection at right end of truss for 880 lbs.Job:(20HS209) / B2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B3DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209350106CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1038842'15'3"17'10-3/8"16'8-3/8"18'5"4'9-1/2"10'20'3-7/8"35'1-3/8"6-5/16"2'2-1/2"1'8'2-1/8"T1T2T3T4B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W12W13W14(a)(a)5.5123.89123X4(B1)3X45X68X83X45X63X43X45X65X63X43X6(R)R=982# U=165# RL=304/-271# W=8"(Rigid Surface)R=2176# U=382# W=8"(Rigid Surface)R=887# U=219#Top chord 2x4 SP SS T3,T4 2x4 SP #2;Bot chord 2x4 SP #2Webs 2x4 SP #3 W3,W9 2x4 SP SS;All plates are 2X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Provide hanger or special connection at right end of truss for 887 lbs.Job:(20HS209) / B3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B4DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209350406CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1038792'15'3"18'1-3/8"15'2'1-1/8"18'3-1/4"4'9-1/2"10'20'6-7/8"35'4-3/8"6-5/16"1'5-3/4"1'7'4-13/16"T1T2T3T4T5B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W12W13W14(a)(a)5.5123.89123X4(B1)2X43X42X42X42X43X82X43X43X43X43X44X6(R)R=948# U=168# RL=278/-261# W=8"(Rigid Surface)R=2237# U=372# W=8"(Rigid Surface)R=893# U=237# W=9-15/16"(Rigid Surface)Top chord 2x4 SP #2 T3 2x6 SP SS;Bot chord 2x4 SP #2Webs 2x4 SP #3 W3,W9 2x4 SP SS; W14 2x6 SP SS;All plates are 5X6 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to wind(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / B4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B5DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS20936CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1038952'15'3"16'2-3/4"2'6-1/4"13'5'3-1/2"10-11/16"16'9-13/16"4'9-1/2"10'21'2-1/2"36'6-5/16"7-1/2"6'0-7/8"1'6'5-13/16"T1T2T3T4T5B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W12W13W14W15W16M1(a)(a)5.5123.89123X4(B1)2X42X45X62X45X63X82X42X45X65X63X103X56X62X43X5(G1)R=995# U=356# RL=251/-250# W=8"(Rigid Surface)R=1992# U=627# W=8"(Rigid Surface)R=1150# U=394# W=11-5/16"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W3 2x4 SP SS; W9 2x4 SP #2;Rt Stub Wedge: 2x4 SP #3;All plates are 3X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to wind(a) Continuous lateral restraint equally spaced on member.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / B5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B6DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209340311CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1039022'15'3"14'2-3/4"2'9-15/16"11'9'3-1/2"3'8-5/8"10'3-9/16"4'9-1/2"10'19'6-3/16"34'3-11/16"6-5/16"3'10-3/8"1'5'6-13/16"T1T2T3T4B1B2B3B4W1W2W3W4W5W6W7W8W9W10W11W12W135.5123.89123X4(B1)2X45X62X45X6(R)3X82X42X45X64X5(SRS)(R)3X83X52X43X4(B1)R=1000# U=351# RL=212/-214# W=8"(Rigid Surface)R=1877# U=598# W=8"(Rigid Surface)R=1084# U=356# W=11-5/16"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W3 2x4 SP SS; W8 2x4 SP #2;All plates are 3X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / B6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.1875
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B7DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209320311CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1039062'15'3"12'2-3/4"2'9-15/16"9'13'3-1/2"6'6-9/16"3'5-5/8"4'9-1/2"10'17'6-3/16"32'3-11/16"6-5/16"1'7-13/16"1'4'7-13/16"T1T2T3T4B1B2B3B4W1W2W3W4W5W6W6W7W8W9W10W11W125.5123.89123X4(B1)3X44X63X44X5(R)3X83X44X5(R)3X45X85X64X5(SRS)(R)3X4(B1)R=1057# U=368# RL=175/-176# W=8"(Rigid Surface)R=1620# U=521# W=8"(Rigid Surface)R=1026# U=338# W=7-11/16"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W3 2x4 SP SS; W8 2x4 SP #2;All plates are 2X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / B7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = B8DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209310308CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1039272'15'3"12'0-1/2"2'7'17'3-1/2"7'4'9-1/2"10'16'6"31'3-1/2"6-5/16"1'3'8-13/16"T1T2T3T1B1B2B3B4W1W2W3W4W5W6W7W6W7W8W9W10W11W12W15.5123X4(B1)4X63X66X103X45X83X45X64X125X123X44X56X85X6(R)3X63X4(B1)R=1800# U=714# W=8"(Rigid Surface)R=3183# U=1453# W=8"(Rigid Surface)R=1225# U=461# W=8"(Rigid Surface)Top chord 2x4 SP #2 T2,T3 2x4 SP SS;Bot chord 2x4 SP #2Webs 2x4 SP #3 W1,W9 2x6 SP SS; W7 2x4 SP #2;All plates are 2X4 except as noted.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 15.06 TC: From 47 plf at 15.06 to 47 plf at 24.29 TC: From 93 plf at 24.29 to 93 plf at 31.29 BC: From 20 plf at 0.00 to 20 plf at 15.06 BC: From 10 plf at 15.06 to 10 plf at 24.15 BC: From 20 plf at 24.15 to 20 plf at 31.29 TC: 476.16 lb Conc. Load at 7.03 TC: 186.29 lb Conc. Load at 9.06,11.06,13.06 TC: 178.23 lb Conc. Load at 15.06,16.23,18.23,20.2322.23 TC: 461.06 lb Conc. Load at 24.26 BC: 120.66 lb Conc. Load at 7.03 BC: 68.26 lb Conc. Load at 9.06,11.06,13.06 BC: 63.68 lb Conc. Load at 15.06,16.23,18.23,20.2322.23 BC: 110.12 lb Conc. Load at 24.26170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / B8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209270904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10541010'5'2'23'9-1/4"2'13'10-5/8"13'10-5/8"27'9-1/4"6-5/16"6'10-11/16"T1T1B1B2B1W1W2W3W4W5W3W2W15.5122X4(A1)3X53X68X82X43X44X52X43X42X48X83X63X52X4(A1)R=1776# U=233# RL=271/-271# W=8"(Rigid Surface)R=1776# U=233# W=8"(Rigid Surface)Top chord 2x4 SP SSBot chord 2x6 SP SSWebs 2x4 SP #3 W4 2x4 SP SS;170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windCalculated horizontal deflection is 0.19" due to live load and 0.23" due to dead load.Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / C1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C2DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209270904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10541210'5'2'23'9-1/4"2'13'1'9-1/4"13'27'9-1/4"6-5/16"6'5-13/16"T1T2T1B1B2B1W1W2W3W4W5W5W3W2W15.5122X4(A1)3X63X68X82X43X44X5(R)2X42X44X5(R)3X42X48X83X63X62X4(A1)R=1776# U=257# RL=254/-254# W=8"(Rigid Surface)R=1776# U=257# W=8"(Rigid Surface)Top chord 2x4 SP SS T2 2x4 SP #2;Bot chord 2x6 SP SSWebs 2x4 SP #3 W4 2x4 SP SS;170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windCalculated horizontal deflection is 0.19" due to live load and 0.23" due to dead load.Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / C2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C3DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209270904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10541410'5'2'23'9-1/4"2'12'7-3/4"2'5-3/4"12'7-3/4"27'9-1/4"6-5/16"6'3-7/8"T1T2T1B1B2B1W1W2W3W4W5W5W3W2W1(a)(a)(a)5.5122X4(A1)3X63X68X82X43X54X5(R)2X4(**)2X4(**)4X5(R)3X52X48X83X63X62X4(A1)R=1776# U=267# RL=247/-247# W=8"(Rigid Surface)R=1776# U=267# W=8"(Rigid Surface)Top chord 2x4 SP SS T2 2x4 SP #2;Bot chord 2x6 SP SSWebs 2x4 SP #3 W4 2x4 SP SS;(**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windCalculated horizontal deflection is 0.19" due to live load and 0.23" due to dead load.(a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails@ 6" oc.Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / C3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C4DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209270904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10532110'3'8"2'23'9-1/4"2'11'5'9-1/4"11'27'9-1/4"6-5/16"5'6-13/16"T1T2T1B1B2W1W2W3W4W5W5W3W2W1(a)(a)(a)5.5122X4(A1)3X63X64X6(R)3X44X5(R)2X45X62X44X5(R)3X44X6(R)3X63X62X4(A1)R=1776# U=526# RL=214/-214# W=8"(Rigid Surface)R=1776# U=526# W=8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x6 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to wind(a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails@ 6" oc.Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / C4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C5DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209270904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053199'10-5/8"3'8-13/16"2'23'9-1/4"2'10'10-5/8"3'0-7/8"6'9'27'9-1/4"6-5/16"5'6-3/16"T1T2T3T4B1B2W1W2W3W4W5W6W15.5122X4(A1)4X6(R)4X53X45X62X46X64X6(R)2X4(A1)R=1775# U=517# RL=211/-208# W=8"(Rigid Surface)R=1773# U=521# W=8"(Rigid Surface)Top chord 2x4 SP #2 T2 2x6 SP SS;Bot chord 2x6 SP SSWebs 2x4 SP #3All plates are 3X6 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windTruss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / C5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C6DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209270904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1035852'23'9-1/4"2'9'3'9-1/4"2'6'7'27'9-1/4"6-5/16"3'8-13/16"4'7-13/16"T1T2T3T4T5B1B2W1W2W3W4W3W5W6W7W6W8W15.5122X4(A1)3X53X64X84X6(R)4X104X5(R)5X66X10(SRS)2X46X105X64X104X62X4(A1)R=1989# U=681# W=8"(Rigid Surface)R=2973# U=991# W=8"(Rigid Surface)Top chord 2x4 SP #2 T4 2x4 SP SS;Bot chord 2x6 SP SSWebs 2x4 SP #3 W1 2x6 SP SS; W8 2x4 SP #2;Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 27.77 BC: From 20 plf at 0.00 to 20 plf at 19.83 BC: From 10 plf at 19.83 to 10 plf at 20.74 BC: From 20 plf at 20.74 to 20 plf at 27.77 TC: 515.33 lb Conc. Load at 20.74 BC: 1157.28 lb Conc. Load at 19.83 BC: 146.44 lb Conc. Load at 20.74170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / C6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C7DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209270904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043662'23'9-1/4"2'10'7-3/4"4'3"1'1-3/8"11'9-1/8"8'8"8'11'1-1/4"27'9-1/4"6-5/16"5'4-7/8"2'5'11"T1T2T3T4B1B2B3W1W2W3W4W5W6W7W8W9W10W11W12W15.5123X4(B1)5X63X56X105X83X44X55X83X43X103X63X43X4(B1)R=1697# U=505# RL=225/-228# W=8"(Rigid Surface)R=1656# U=507# W=8"(Rigid Surface)Top chord 2x4 SP SS T3 2x4 SP #2;Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x4 SP #2;All plates are 2X4 except as noted.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 27.77 BC: From 20 plf at 0.00 to 20 plf at 27.77 TC: 100.00 lb Conc. Load at 10.67,14.67170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / C7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C8DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209270904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043682'23'9-1/4"2'8'7-3/4"4'3"3'1-3/8"11'9-1/8"8'8"8'11'1-1/4"27'9-1/4"6-5/16"4'5-7/8"2'5'11"T1T2T3T4B1B2B3W1W2W3W4W5W6W7W8W9W10W11W12W13W14W15W15.5123X4(B1)6X83X46X105X63X54X125X6(R)4X105X83X43X103X63X43X4(B1)R=1697# U=505# RL=228/-229# W=8"(Rigid Surface)R=1656# U=507# W=8"(Rigid Surface)Top chord 2x4 SP #2 T1 2x4 SP SS;Bot chord 2x4 SP #2 B1 2x4 SP SS;Webs 2x4 SP #3 W2 2x4 SP #2;All plates are 2X4 except as noted.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 27.77 BC: From 20 plf at 0.00 to 20 plf at 27.77 TC: 100.00 lb Conc. Load at 10.67,14.67170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windCalculated horizontal deflection is 0.16" due to live load and 0.17" due to dead load.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / C8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C9DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209270904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053372'23'9-1/4"2'6'7-3/4"4'3"5'1-3/8"11'9-1/8"8'8"8'11'1-1/4"27'9-1/4"6-5/16"3'6-7/8"2'5'11"T1T2T3T4B1B2B3W1W2W3W4W5W6W7W8W9W10W11W12W13W14W1(a)5.5123X4(B1)6X83X45X66X123X58X12(SRS)5X65X6(R1)4X103X43X103X63X43X4(B1)R=1697# U=505# RL=228/-229# W=8"(Rigid Surface)R=1656# U=507# W=8"(Rigid Surface)Top chord 2x4 SP SS T2,T3 2x4 SP #2;Bot chord 2x4 SP SS B3 2x4 SP #2;Webs 2x4 SP #3 W2,W4 2x4 SP #2;All plates are 2X4 except as noted.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 27.77 BC: From 20 plf at 0.00 to 20 plf at 27.77 TC: 100.00 lb Conc. Load at 10.67,14.67170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windCalculated horizontal deflection is 0.23" due to live load and 0.25" due to dead load.(a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails@ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / C9THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C10DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209270904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1054022'23'9-1/4"2'4'7-3/4"4'3"7'1-3/8"11'9-1/8"27'9-1/4"6-5/16"2'7-7/8"5'11"T1T2T3T4B1B1W1W2W3W4W5W6W7W8W9W10W11W1(a)(b)5.5122X4(A1)3X54X64X105X62X46X10(SRS)(R)4X54X5(R1)4X102X43X45X83X53X42X4(A1)R=2173# U=670# W=8"(Rigid Surface)R=1688# U=570# W=8"(Rigid Surface)Top chord 2x4 SP #2 T2 2x6 SP SS;Bot chord 2x6 SP SSWebs 2x4 SP #3Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 4.65 TC: From 47 plf at 4.65 to 47 plf at 6.19 TC: From 93 plf at 6.19 to 93 plf at 27.77 BC: From 20 plf at 0.00 to 20 plf at 4.65 BC: From 10 plf at 4.65 to 10 plf at 6.19 BC: From 20 plf at 6.19 to 20 plf at 27.77 TC: -5.25 lb Conc. Load at 4.65 TC: 123.03 lb Conc. Load at 5.06 BC: -61.53 lb Conc. Load at 4.65 BC: 149.49 lb Conc. Load at 5.06 BC: 590.29 lb Conc. Load at 6.19170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left and right cantilevers are exposed to wind(a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails@ 6" oc.(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / C10THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C12DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPSJOB #: 20HS209190904CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1035742'17'9-1/4"7'7'9-1/4"5'19'9-1/4"6-5/16"1'5-5/16"3'8-13/16"T1T2T3B1B2W1W2W3W4W3W4W3W5W65.5123X4(B1)2X43X65X64X6(R)2X45X64X84X6(R)4X53X6R=1737# U=614# W=8"(Rigid Surface)R=1409# U=499#H = H1Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to wind(J) Hanger Support Required, by others#1 hip supports 7-0-0 jacks W/2 panel TC and no end vert.Left side jacks have 7-0-0 setback with 2-0-0 cant and 0-0-0 overhang. End jacks have 7-0-0 setback with 2-0-0 cant and0-0-0 overhang. Right side jacks have 5-0-0 setback with 0-0-0 cant and 0-0-0 overhang.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Provide hanger or special connection at right end of truss for 1409 lbs.Job:(20HS209) / C12THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = C13DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209210604CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1054182'19'6-1/4"11'9-1/8"9'9-1/8"21'6-1/4"6-5/16"1'5-5/16"5'11"T1T2B1B2W1W2W3W4W5W6W7W8W9W105.5123X4(B1)2X43X56X63X44X5(R1)4X62X43X43X53X5(R)3X6R=1364# U=207# RL=220/-199# W=8"(Rigid Surface)R=1077# U=169#H = H1Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to wind(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Provide hanger or special connection at right end of truss for 1077 lbs.Job:(20HS209) / C13THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = D1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209200708CM11-16-2020REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 10402020'7-1/2"10'3-3/4"10'3-3/4"1'5-5/16"6'2"T1T1B1B2W1W2W3W4W4W3W2W1(a)(a)5.5123X43X6(R)3X55X64X53X43X53X43X6(R)R=1208# U=405# RL=197/-197# W=7-5/8"(Rigid Surface)R=1208# U=405# W=7-5/8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x6 SP SS;170 mph wind, 18.89 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 9.44 ft. from roof edge.Job:(20HS209) / D1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = D2DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209240708CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043742'20'7-1/2"2'12'3-3/4"12'3-3/4"24'7-1/2"6-5/16"6'2"T1T1B1B2W1W2W3W4W4W3W2W1(a)(a)5.5123X4(B1)2X43X43X55X64X53X43X53X42X43X4(B1)R=1401# U=461# RL=236/-236# W=7-5/8"(Rigid Surface)R=1401# U=461# W=7-5/8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 18.43 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to wind(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 9.21 ft. from roof edge.Job:(20HS209) / D2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = D3DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPSJOB #: 20HS209240708CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043762'20'7-1/2"2'11'2'7-1/2"11'24'7-1/2"6-5/16"5'6-13/16"T1T2T1B1B1W1W2W3W4W4W3W2W15.5123X4(B1)2X43X43X44X5(R)3X43X44X5(R)3X43X43X42X43X4(B1)R=1401# U=462# RL=211/-211# W=7-5/8"(Rigid Surface)R=1401# U=463# W=7-5/8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 18.13 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 9.06 ft. from roof edge.Job:(20HS209) / D3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = D4DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPSJOB #: 20HS209240708CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1040312'20'7-1/2"2'9'6'7-1/2"9'24'7-1/2"6-5/16"4'7-13/16"T1T2T1B1B2W1W2W3W4W3W2W15.5123X4(B1)3X43X55X6(R)6X67X6(R)3X53X53X43X4(B1)R=1399# U=465# RL=173/-173# W=7-5/8"(Rigid Surface)R=1399# U=465# W=7-5/8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 17.67 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 8.84 ft. from roof edge.Job:(20HS209) / D4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = D5DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPSJOB #: 20HS209240708CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1040372'20'7-1/2"2'7'10'7-1/2"7'24'7-1/2"6-5/16"3'8-13/16"T1T2T1B1B1W1W2W3W4W3W4W3W2W15.5123X4(B1)3X44X66X65X6(R)2X46X66X65X6(R)4X63X43X4(B1)R=1957# U=773# W=7-5/8"(Rigid Surface)R=1957# U=773# W=7-5/8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x6 SP SS;170 mph wind, 17.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left and right cantilevers are exposed to wind#1 hip supports 7-0-0 jacks W/2 panel TC and no end vert.Left side jacks have 7-0-0 setback with 2-0-0 cant and 0-0-0 overhang. End jacks have 7-0-0 setback with 2-0-0 cant and0-0-0 overhang. Right side jacks have 7-0-0 setback with 2-0-0 cant and 0-0-0 overhang.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / D5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = E1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPSJOB #: 20HS209180304CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1041052'16'3-1/4"8'10"2'7-1/4"6'10"18'3-1/4"6-5/16"1'5-5/16"4'6-7/8"T1T2T3B1B2W1W2W3W3W4W55.5123X4(B1)2X43X43X44X5(R)3X44X5(R)3X44X8(R)3X6R=1225# U=385# RL=163/-142# W=8"(Rigid Surface)R=931# U=311# W=8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W5 2x6 SP SS;170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windTruss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / E1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = E2DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPSJOB #: 20HS209200304CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1054042'16'3-1/4"2'7'6'3-1/4"7'20'3-1/4"6-5/16"3'8-13/16"T1T2T1B1B1W1W2W3W3W2W15.5123X4(B1)2X43X65X64X6(R)3X45X64X6(R)3X62X43X4(B1)R=1576# U=551# W=8"(Rigid Surface)R=1576# U=551# W=8"(Rigid Surface)Top chord 2x4 SP #2 T2 2x4 SP SS;Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left and right cantilevers are exposed to wind#1 hip supports 7-0-0 jacks W/2 panel TC and no end vert.Left side jacks have 7-0-0 setback with 2-0-0 cant and 0-0-0 overhang. End jacks have 7-0-0 setback with 2-0-0 cant and0-0-0 overhang. Right side jacks have 7-0-0 setback with 2-0-0 cant and 0-0-0 overhang.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / E2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = E3DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209180304CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043782'16'3-1/4"7'10-1/2"2'1'3-1/8"5'2-1/8"1'11-1/2"7'7-5/8"7'3'7-5/8"18'3-1/4"6-5/16"2'4-1/16"4'1-5/8"2'4'8-9/16"T1T2T3T4T5B1B2B3W1W2W3W4W5W6W7W8W9W4W10W11W12W135.5123X4(B1)3X43X103X4(R)4X5(R)3X44X5(R)4X53X103X4(R)3X53X64X122X4(**)3X43X6(R)R=1285# U=381# RL=159/-118# W=8"(Rigid Surface)R=980# U=301# W=8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B2 2x4 SP SS;Webs 2x4 SP #3 W13 2x6 SP SS;All plates are 2X4 except as noted.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 18.27 BC: From 20 plf at 0.00 to 20 plf at 18.27 BC: 100.00 lb Conc. Load at 9.64,12.64(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.Left cantilever is exposed to windCalculated horizontal deflection is 0.12" due to live load and 0.15" due to dead load.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / E3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = E4DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209180304CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043802'16'3-1/4"5'10-1/2"2'3'3-1/8"3'2-1/8"3'11-1/2"7'7-5/8"7'3'7-5/8"18'3-1/4"6-5/16"3'3-1/16"3'2-5/8"2'4'8-9/16"T1T2T3T4T5B1B2B3W1W2W3W4W5W6W7W8W9W10W11W6W125.5123X4(B1)3X43X104X5(R)3X43X4(R)4X6(SRS)(R)4X53X105X12(SRS)5X63X43X6R=1285# U=375# RL=149/-88# W=8"(Rigid Surface)R=980# U=321# W=8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2 B2 2x4 SP SS;Webs 2x4 SP #3 W12 2x6 SP SS;All plates are 2X4 except as noted.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 18.27 BC: From 20 plf at 0.00 to 20 plf at 18.27 BC: 100.00 lb Conc. Load at 9.64,12.64170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.Left cantilever is exposed to windCalculated horizontal deflection is 0.14" due to live load and 0.14" due to dead load.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / E4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = E5DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209180304CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043822'16'3-1/4"3'10-1/2"2'5'3-1/8"1'2-1/8"5'11-1/2"7'7-5/8"7'3'7-5/8"18'3-1/4"6-5/16"4'2-1/16"2'3-5/8"2'4'8-9/16"T1T2T3T4T5B1B2B3W1W2W3W4W5W6W7W8W9W10W11W12W13(a)5.5123X4(B1)3X44X5(R)3X88X8(R)3X84X85X6(R)4X54X105X65X63X43X5R=1127# U=339# W=8"(Rigid Surface)R=986# U=299# W=8"(Rigid Surface)Top chord 2x4 SP #2 T1 2x4 SP SS;Bot chord 2x4 SP SS B3 2x4 SP #2;Webs 2x4 SP #3 W6 2x4 SP #2; W13 2x6 SP SS;All plates are 2X4 except as noted.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 18.27 BC: From 20 plf at 0.00 to 20 plf at 18.27 TC: -72.78 lb Conc. Load at 3.87 BC: -88.89 lb Conc. Load at 3.87 BC: 100.00 lb Conc. Load at 9.64,12.64170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.Left cantilever is exposed to windCalculated horizontal deflection is 0.13" due to live load and 0.14" due to dead load.(a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails@ 6" oc.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / E5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209171004CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053952'15'10-1/4"4'1-3/4"2'3-1/2"11'5"17'10-1/4"6-5/16"7'7-7/8"2'5-1/8"T1T2T3B1B2W1W2W3W4W5W6W7W85.5123X4(B1)2X43X44X5(R)3X84X5(R)3X43X43X42X43X5(R)R=1174# U=374# W=8"(Rigid Surface)R=870# U=294#H = H1Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 17.85 BC: From 20 plf at 0.00 to 20 plf at 17.85 TC: 51.14 lb Conc. Load at 4.18 BC: -35.35 lb Conc. Load at 4.18170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Provide hanger or special connection at right end of truss for 870 lbs.Job:(20HS209) / H1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H2DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209171004CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053912'15'10-1/4"6'1-3/4"2'3-1/2"8'4-3/4"1'0-1/4"17'10-1/4"6-5/16"7'2-1/4"3'4-1/8"T1T2T3T4B1B2W1W2W3W4W5W6W7W7(a)5.5123X4(B1)2X43X44X5(R)3X45X62X43X43X45X63X42X43X5R=1211# U=190# RL=216/-67# W=8"(Rigid Surface)R=911# U=255#H = H1Top chord 2x4 SP SS T2,T4 2x4 SP #2;Bot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to windCalculated horizontal deflection is 0.15" due to live load and 0.14" due to dead load.(J) Hanger Support Required, by others(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length ofweb member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 30.00 ft. from roof edge.Provide hanger or special connection at right end of truss for 911 lbs.Job:(20HS209) / H2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H3DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209171004CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053932'15'10-1/4"8'1-3/4"2'3-1/2"4'4-3/4"3'0-1/4"17'10-1/4"6-5/16"6'3-1/4"4'3-1/8"T1T2T3T4B1B2W1W2W3W4W5W6W75.5123X4(B1)3X43X44X5(R)3X43X44X55X63X6(R)R=1237# U=197# RL=183/-56# W=8"(Rigid Surface)R=951# U=275#H = H1Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W4 2x4 SP SS;All plates are 2X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(J) Hanger Support Required, by othersTruss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 30.00 ft. from roof edge.Provide hanger or special connection at right end of truss for 951 lbs.Job:(20HS209) / H3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H4DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209171004CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1054202'15'10-1/4"10'1-3/4"2'3-1/2"4-3/4"5'0-1/4"17'10-1/4"6-5/16"5'4-1/4"5'2-1/8"T1T2T3B1B2W1W2W3W4W5W45.5123X4(B1)2X43X43X43X42X43X45X63X43X5(R)3X5R=1221# U=165# RL=151/-47# W=8"(Rigid Surface)R=940# U=226#H = H1Top chord 2x4 SP SS T2 2x4 SP #2; T3 2x6 SP SS;Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(J) Hanger Support Required, by othersTruss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 30.00 ft. from roof edge.Provide hanger or special connection at right end of truss for 940 lbs.Job:(20HS209) / H4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H5DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"MONOJOB #: 20HS209171004CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1054222'15'10-1/4"9'6-1/2"8'7-3/8"1'4-1/2"1'5'11-1/4"17'10-1/4"6-5/16"1'8-5/8"4'10-3/4"T1T2T3T4B1B2W1W2W3W4W5W45.5123X4(B1)2X42X42X43X4(R)3X6R=1160# U=213# RL=145/-54# W=8"(Rigid Surface)R=868# U=282#H = H1Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3All plates are 3X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Left cantilever is exposed to wind(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 30.00 ft. from roof edge.Provide hanger or special connection at right end of truss for 868 lbs.Job:(20HS209) / H5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H6DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209171004CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053612'15'10-1/4"8'11-3/4"1'5-1/4"2'6"4'11-1/4"17'10-1/4"6-5/16"1'8-5/8"3'11-3/4"4'7-11/16"T1T2T3T4B1B2W1W2W3W4W5W65.5123X4(B1)2X46X64X5(R1)2X44X5(R)3X6R=1160# U=203# RL=161/-131# W=8"(Rigid Surface)R=868# U=164#H = H1Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W3 2x4 SP #2;All plates are 3X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to wind(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 30.00 ft. from roof edge.Provide hanger or special connection at right end of truss for 868 lbs.Job:(20HS209) / H6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H7DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS209171004CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053652'15'10-1/4"8'11-3/4"3'5-1/4"2'6"2'11-1/4"17'10-1/4"6-5/16"1'8-5/8"3'0-3/4"4'7-11/16"T1T2T3T4B1B2W1W2W3W4W5W6W75.5123X4(B1)2X43X43X43X45X6(R1)5X63X44X52X43X6(R)R=1160# U=202# RL=162/-135# W=8"(Rigid Surface)R=868# U=172#H = H1Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to wind(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Provide hanger or special connection at right end of truss for 868 lbs.Job:(20HS209) / H7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H8DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209200508CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053692'16'5-1/2"2'8'11-3/4"5'5-1/4"2'6"3'6-1/2"20'5-1/2"6-5/16"2'1-3/4"4'7-11/16"T1T2T3T4B1B2W1W2W3W4W5W4W6W15.5123X4(B1)2X43X43X43X45X6(R1)4X10(SRS)2X43X84X5(R)3X42X43X4(B1)R=1163# U=397# W=8"(Rigid Surface)R=1051# U=323# W=8"(Rigid Surface)Top chord 2x4 SP #2 T2,T4 2x4 SP SS;Bot chord 2x4 SP #2 B2 2x4 SP SS;Webs 2x4 SP #3Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 20.46 BC: From 20 plf at 0.00 to 20 plf at 16.02 BC: From 10 plf at 16.02 to 10 plf at 16.92 BC: From 20 plf at 16.92 to 20 plf at 20.46 TC: 71.69 lb Conc. Load at 16.02 TC: -106.45 lb Conc. Load at 16.92 BC: 30.83 lb Conc. Load at 16.02 BC: -106.14 lb Conc. Load at 16.92170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / H8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H9DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209131108CM11-16-2020REV. 20.02.00A.1020.20QTY= 4 TOTAL= 4SEQ = 1053590-7/8"0-7/8"6-5/16"2-3/8"13'6-3/4"2-3/8"6'11-3/4"6'11-3/4"8"1'10'7-1/2"1'8"2'2'13'11-1/2"1'5-5/16"1'5-5/16"4'7-11/16"T1T1B1B2B1W1W2W3W2W1M1M15.5123X42X4(A1)2X44X62X44X5(R1)3X84X62X42X42X4(A1)3X4R=970# U=185# RL=215/-215# W=3-1/4"(Rigid Surface)R=970# U=185# W=3-1/4"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x4 SP #2;Lt Level Return: 2x4 SP #3;Rt Level Return: 2x4 SP #3;170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / H9THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H10DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209131108CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053820-7/8"6-5/16"2-3/8"13'6-3/4"2-3/8"6'11-3/4"6'11-3/4"8"1'10'7-1/2"1'8"2'13'11-1/2"1'5-5/16"1'5-5/16"4'7-11/16"T1T2B1B2B1W1W2W3W2W1M15.5122X4(A1)2X44X62X44X5(R1)3X84X62X42X42X4(A1)3X4R=773# U=117# RL=185/-165# W=3-1/4"(Rigid Surface)R=986# U=189# W=3-1/4"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1 2x4 SP #2;Rt Level Return: 2x4 SP #3;170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / H10THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H11DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"MONOJOB #: 20HS209130612CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 PLIES= 2 TOTAL= 2SEQ = 10425513'6-3/4"1'5-5/16"7'7-7/8"T1B1W1W2W3W4W5W6W75.5124X83X105X8(R)4X66X8(R)8X82X44X10(R)R=4237# U=1502# W=8"(Rigid Surface)R=6725# U=2386#H = H12 Complete Trusses RequiredTop chord 2x4 SP #2Bot chord 2x6 SP SSWebs 2x4 SP #3 W1 2x8 SP SS; W2,W5 2x4 SP #2;W6 2x4 SP SS;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 6.14 TC: From 47 plf at 6.14 to 47 plf at 13.56 BC: From 20 plf at 0.00 to 20 plf at 6.14 BC: From 10 plf at 6.14 to 10 plf at 13.56 BC: 3692.05 lb Conc. Load at 6.14 BC: 1994.67 lb Conc. Load at 8.06,10.06 BC: 2167.15 lb Conc. Load at 12.06170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by othersDeflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Provide hanger or special connection at right end of truss for 6725 lbs.Job:(20HS209) / H11THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.2500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = H12DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPMJOB #: 20HS209140304CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10407614'3-1/4"5'10-1/2"8'4-3/4"1'5-5/16"4'1-5/8"T1T2B1W1W2W3W4W3W5W65.5125X63X66X64X52X44X104X5(R)3X6R=1345# U=527# W=8"(Rigid Surface)R=1551# U=686# W=8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W1,W6 2x6 SP SS;Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 5.88 TC: From 47 plf at 5.88 to 47 plf at 14.27 BC: From 20 plf at 0.00 to 20 plf at 5.88 BC: From 10 plf at 5.88 to 10 plf at 14.27 TC: 357.67 lb Conc. Load at 5.88 TC: 217.95 lb Conc. Load at 7.06, 9.06,11.06,13.06 BC: 187.68 lb Conc. Load at 5.88 BC: 85.24 lb Conc. Load at 7.06, 9.06,11.06,13.06170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / H12THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = K1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"COMNJOB #: 20HS209130300CM11-16-2020REV. 20.02.00A.1020.20QTY= 3 TOTAL= 3SEQ = 1040501-1/2"1-1/2"6-5/16"1'10"9'7"1'10"6'7-1/2"6'7-1/2"13'3"2'2'1'2-11/16"4'3-1/8"4'5-3/4"T1T1B1W1W2W3W4W5W4W3W2W1M1M15.5123X43X42X43X43X44X53X83X43X43X42X43X4R=983# U=433# RL=205/-205# W=8"(Rigid Surface)R=983# U=433# W=8"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lt Level Return: 2x4 SP #3;Rt Level Return: 2x4 SP #3;170 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / K1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = K2DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIPSJOB #: 20HS209130300CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1041631-1/2"1-1/2"6-5/16"6-5/16"5"1'3"11"9'3"2'3"5'5"3'3"5'5"13'3"2'2'14'1"1'2-11/16"3'6-3/16"3'8-15/16"T1T2T3B1W1W2W3W4W5W6W6W5W4W3W2W7M1M25.5123X42X42X42X43X63X43X54X5(R)3X44X5(R)3X53X53X43X62X42X42X43X4R=315/-88# U=75# W=8"(Rigid Surface)R=13/-20# Rw=19# W=1'2"(Rigid Surface)R=1438# U=610# W=8"(Rigid Surface)R=1537# U=700# W=8"(Rigid Surface)Top chord 2x4 SP #2 T1 2x4 SP SS;Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x6 SP SS;Lt Level Return: 2x4 SP #3;Rt Level Return: 2x4 SP #3;Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at -2.12 to 93 plf at 5.00 TC: From 47 plf at 5.00 to 47 plf at 8.25 TC: From 93 plf at 8.25 to 93 plf at 15.25 BC: From 20 plf at 0.00 to 20 plf at 5.03 BC: From 10 plf at 5.03 to 10 plf at 8.22 BC: From 20 plf at 8.22 to 20 plf at 13.25 TC: 415.06 lb Conc. Load at 5.03, 8.22 TC: 132.59 lb Conc. Load at 7.06 BC: 139.02 lb Conc. Load at 5.03, 8.22 BC: 71.04 lb Conc. Load at 7.06170 mph wind, 20.80 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left and right cantilevers are exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / K2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = FG1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"FLATJOB #: 20HS20981010CM11-16-2020REV. 20.02.00A.1020.20QTY= 2 PLIES= 2 TOTAL= 4SEQ = 1041188'10-5/8"1'T1B1W1W2W3W2W16X63X42X46X106X63X5(**)R=2284# U=350# W=8"(Rigid Surface)R=2564# U=429# W=8"(Rigid Surface)2 Complete Trusses RequiredTop chord 2x4 SP SSBot chord 2x4 SP #2Webs 2x6 SP SS W2 2x4 SP #2; W3 2x4 SP #3;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @ 3.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 2 plf at 0.00 to 2 plf at 8.89 BC: From 20 plf at 0.00 to 20 plf at 8.89 TC: 772.74 lb Conc. Load at 0.73 TC: 970.07 lb Conc. Load at 2.73, 4.73, 6.73, 7.82(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Truss must be installed as shown with top chord up.The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing.Job:(20HS209) / FG1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = J83DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"SPECJOB #: 20HS20980300CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 PLIES= 2 TOTAL= 2SEQ = 1052468'3"2'11-1/4"5'3-3/4"2'1'5-5/16"4'9-7/16"2'9-7/16"T1T2B1W1W2W3W4W3W4W55.5124X53X104X5(R)H07104X103X108X10(R)2X4R=4057# U=1030# W=8"(Rigid Surface)R=4123# U=1025#H = H12 Complete Trusses RequiredTop chord 2x4 SP #2Bot chord 2x8 SP SSWebs 2x4 SP #3 W1 2x8 SP SS; W5 2x6 SP SS;Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting.Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 2.94 TC: From 47 plf at 2.94 to 47 plf at 8.25 BC: From 20 plf at 0.00 to 20 plf at 2.46 BC: From 10 plf at 2.46 to 10 plf at 7.79 TC: 141.43 lb Conc. Load at 2.97 TC: 136.60 lb Conc. Load at 5.00, 6.50 BC: 2910.49 lb Conc. Load at 2.46 BC: -96.34 lb Conc. Load at 2.97 BC: 2908.33 lb Conc. Load at 4.46 BC: 32.18 lb Conc. Load at 5.00 BC: 1388.78 lb Conc. Load at 6.46170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by othersDeflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Provide hanger or special connection at right end of truss for 4123 lbs.Job:(20HS209) / J83THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = EJ8DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS2098CM11-16-2020REV. 20.02.00A.1020.20QTY= 9 TOTAL= 9SEQ = 1041652'2'5-3/4"5'6-1/4"8'6-5/16"4'2-5/16"T1B1W15.5123X4(B1)2X42X4R=655# U=99# RL=119/-37# W=8"(Rigid Surface)R=88# U=22# NAILEDR=224# U=81# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / EJ8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = J8DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS2096CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1041675-1/2"5'6-1/2"6'1'5-5/16"4'2-5/16"T1B1W15.5122X43X5R=339# U=88# W=8"(Rigid Surface)R=120# U=5# NAILEDR=279# U=45# RL=89/-27# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP #2Webs 2x6 SP SS170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 30.00 ft. from roof edge.Job:(20HS209) / J8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = EJ8BDESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS2098CM11-16-2020REV. 20.02.00A.1020.20QTY= 5 TOTAL= 5SEQ = 1042172'4'9-1/2"3'2-1/2"8'6-5/16"1'3'2-5/16"4'2-5/16"T1B1B2W1W25.5123X4(B1)2X4(**)3X4R=638# U=126# RL=178/-37# W=8"(Rigid Surface)R=93# U=35# NAILEDR=229# U=130# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3All plates are 2X4 except as noted.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / EJ8BTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = EJ78DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS20971008CM11-16-2020REV. 20.02.00A.1020.20QTY= 4 TOTAL= 4SEQ = 1040652'2'5-3/4"5'4-3/4"7'10-1/2"6-5/16"4'1-5/8"T1B1W15.5123X4(B1)2X42X4R=649# U=127# RL=176/-36# W=8"(Rigid Surface)R=85# U=29# NAILEDR=218# U=129# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / EJ78THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = EJ7DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS2097CM11-16-2020REV. 20.02.00A.1020.20QTY= 48 TOTAL= 48SEQ = 1035522'2'5-3/4"4'6-1/4"7'6-5/16"3'8-13/16"T1B1W15.5123X4(B1)2X42X4R=612# U=116# RL=156/-32# W=8"(Rigid Surface)R=64# U=26# NAILEDR=178# U=109# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / EJ7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = J7DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS2095CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1035665-1/2"4'6-1/2"5'1'5-5/16"3'8-13/16"T1B1W15.5122X43X5R=283# U=73# W=8"(Rigid Surface)R=100# U=4# NAILEDR=233# U=37# RL=74/-23# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x6 SP SS170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / J7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = J7ADESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"MONOJOB #: 20HS2095CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1035765'1'5-5/16"3'8-13/16"T1B1W1W2W3W4W55.5123X43X85X63X52X43X8(R)R=936# U=358# W=8"(Rigid Surface)R=1157# U=430#H = H1Top chord 2x4 SP #2Bot chord 2x6 SP SSWebs 2x4 SP #3 W1 2x6 SP SS;Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 5.00 BC: From 10 plf at 0.00 to 10 plf at 5.00 BC: 169.51 lb Conc. Load at 1.09 BC: 1408.77 lb Conc. Load at 3.06170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Provide hanger or special connection at right end of truss for 1157 lbs.Job:(20HS209) / J7ATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = EJ7BDESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS2097CM11-16-2020REV. 20.02.00A.1020.20QTY= 6 TOTAL= 6SEQ = 1039082'4'9-1/2"2'2-1/2"7'6-5/16"1'2'8-13/16"3'8-13/16"T1B1B2W1W25.5123X4(B1)2X4(**)3X4R=593# U=112# RL=156/-32# W=8"(Rigid Surface)R=68# U=30# NAILEDR=186# U=108# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3All plates are 2X4 except as noted.(**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / EJ7BTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = EJ5DDESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS2095CM11-16-2020REV. 20.02.00A.1020.20QTY= 3 TOTAL= 3SEQ = 1041511-1/2"6-5/16"5"5-1/2"4'6-1/2"2'5'5"1'2-11/16"3'6-3/16"3'8-13/16"T1B1W1W2M15.5123X42X42X42X43X6R=580# U=210# W=8"(Rigid Surface)R=71# U=5# Rh=80# RL=66# NAILEDR=133/-2# U=46# Rh=-80# RL=115/-117# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x6 SP SS;Lt Level Return: 2x4 SP #3;170 mph wind, 20.83 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 20.83 ft. from roof edge.Job:(20HS209) / EJ5DTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = EJ58DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS20941104CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1054242'5-1/4"2'5-3/4"2'5-1/2"4'11-1/4"6-5/16"2'9-7/16"T1B1W15.5123X4(B1)2X42X4R=560# U=131# RL=73/-23# W=3-1/2"(Rigid Surface)R=-43# Rw=42# U=52# NAILEDR=76/-33# U=40# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / EJ58THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = J58DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS20921104CM11-16-2020REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 1052385-1/4"5-1/2"2'5-3/4"2'11-1/4"1'5-5/16"2'9-7/16"T1B1W15.5122X42X4R=207# U=46# W=3-1/2"(Rigid Surface)R=32/-12# Rw=37# U=14# NAILEDR=137# U=22# RL=43# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x6 SP SS170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / J58THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = EJ47DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS209712CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053245-1/2"2'2-1/4"2'7-3/4"1'5-5/16"2'7-7/8"T1B1W15.5122X42X4R=149# U=62# W=8"(Rigid Surface)R=53# U=2# NAILEDR=123# U=37# RL=58# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x6 SP SS170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / EJ47THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = J47DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"MONOJOB #: 20HS20920712CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1053392'7-3/4"1'5-5/16"2'7-7/8"T1B1W1W2W35.5123X42X42X43X4(R)R=785# U=152# W=8"(Rigid Surface)R=590# U=121#H = H1Top chord 2x4 SP #2Bot chord 2x6 SP SSWebs 2x4 SP #3 W1 2x6 SP SS;Special loads------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 93 plf at 0.00 to 93 plf at 2.65 BC: From 20 plf at 0.00 to 20 plf at 2.65 BC: 1076.58 lb Conc. Load at 1.08170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Right end vertical not exposed to wind pressure.(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Provide hanger or special connection at right end of truss for 590 lbs.Job:(20HS209) / J47THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = J42DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS20920112CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042135-1/2"1'8-1/4"2'1-3/4"1'5-5/16"2'5-1/8"T1B1W15.5122X43X5R=121# U=50# W=8"(Rigid Surface)R=43# U=2# NAILEDR=100# U=30# RL=47# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x6 SP SS170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / J42THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = EJ41DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS20940012CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042012'0-3/4"2'4-1/8"1'8-5/8"4'0-3/4"6-5/16"2'4-5/8"T1B1W15.5123X4(B1)2X42X4R=543# U=128# RL=90# W=3-1/4"(Rigid Surface)R=-70# Rw=41# U=74# NAILEDR=35/-65# U=46# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.04 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / EJ41THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = J1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"EJACKJOB #: 20HS20910608CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042075-1/2"1'1"1'6-1/2"1'5-5/16"2'1-3/4"T1B1W15.5122X42X4R=87# U=21# W=8"(Rigid Surface)R=31# U=1# NAILEDR=72# U=12# RL=22# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x6 SP SS170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / J1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = CJ7DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"JACKJOB #: 20HS2097CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1040632'2'5-3/4"4'6-1/4"7'6-5/16"3'8-13/16"T1B1W15.5123X4(B1)2X42X4R=612# U=116# RL=156/-32# W=8"(Rigid Surface)R=64# U=26# NAILEDR=178# U=109# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / CJ7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = CJ7ADESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"JACKJOB #: 20HS2095CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1040675-1/2"4'6-1/2"5'1'5-5/16"3'8-13/16"T1B1W15.5122X43X5R=283# U=73# W=8"(Rigid Surface)R=100# U=4# NAILEDR=233# U=37# RL=74/-23# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x6 SP SS170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.MWFRS loads based on trusses located at least 15.00 ft. from roof edge.Job:(20HS209) / CJ7ATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = CJ5DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"JACKJOB #: 20HS2095CM11-16-2020REV. 20.02.00A.1020.20QTY= 17 TOTAL= 17SEQ = 1035542'2'5-3/4"2'6-1/4"5'6-5/16"2'9-13/16"T1B1W15.5123X4(B1)2X42X4R=560# U=115# RL=111/-23# W=8"(Rigid Surface)R=3/-41# Rw=40# U=48# NAILEDR=79/-30# U=61# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / CJ5THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = CJ5ADESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"JACKJOB #: 20HS2093CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1035585-1/2"2'6-1/2"3'1'5-5/16"2'9-13/16"T1B1W15.5122X42X4R=170# U=71#H = H1R=60# U=2# NAILEDR=140# U=42# RL=66# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x6 SP SS170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.(J) Hanger Support Required, by othersBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Provide hanger or special connection at left end of truss for 170 lbs.Job:(20HS209) / CJ5ATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = CJ5BDESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"JACKJOB #: 20HS2095CM11-16-2020REV. 20.02.00A.1020.20QTY= 4 TOTAL= 4SEQ = 1039122'5'4'9-1/2"2-1/2"2'6-5/16"6-5/16"2'8-5/8"2'9-13/16"T1B1W1W25.5123X4(B1)2X42X42X42X4R=530# U=109# RL=111/-23# W=8"(Rigid Surface)R=93/-49# U=84# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left cantilever is exposed to windBottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / CJ5BTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = CJ3DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"JACKJOB #: 20HS2093CM11-16-2020REV. 20.02.00A.1020.20QTY= 33 TOTAL= 33SEQ = 1043022'2'5-3/4"6-1/4"3'6-5/16"1'10-13/16"T1B1W15.5123X4(B1)2X43X6R=120# U=15# RL=66# NAILED R=285# U=134# W=8"(Rigid Surface)R=-25# Rw=8# U=22# NAILEDR=-61# Rw=25# U=25# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Shim all supports to solid bearing.Job:(20HS209) / CJ3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = CJ3DDESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"JACKJOB #: 20HS2093CM11-16-2020REV. 20.02.00A.1020.20QTY= 3 TOTAL= 3SEQ = 1041421-1/2"6-5/16"5"5-1/2"2'6-1/2"2'3'5"1'2-11/16"2'7-3/16"2'9-13/16"T1B1W1W2M15.5123X42X42X42X43X6R=496# U=295# W=8"(Rigid Surface)R=41# U=4# Rh=22# RL=21# NAILEDR=5/-69# Rw=91# U=82# Rh=-22# RL=136/-65# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x6 SP SS;Lt Level Return: 2x4 SP #3;170 mph wind, 20.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / CJ3DTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = CJ3EDESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"JACKJOB #: 20HS2093CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1041571-1/2"6-5/16"2'3"2'3-3/4"8-1/4"2'3'5"6-5/16"2'7-3/16"2-5/8"2'9-13/16"T1B1W1W2W3M15.5123X4(R)2X42X42X42X43X43X6R=162# U=39# RL=140# NAILEDR=630# U=388# W=8"(Rigid Surface)R=-87# Rw=54# U=63# NAILEDR=-202# Rw=119# U=125# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x6 SP SS;Lt Level Return: 2x4 SP #3;Negative reaction(s) of -202# MAX. (See below) from a non-wind load case requires uplift connection.170 mph wind, 20.37 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Shim all supports to solid bearing.Job:(20HS209) / CJ3ETHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = CJ1ADESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"JACKJOB #: 20HS209-1CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042035-1/2"6-1/2"1'1'5-5/16"1'10-13/16"T1B1W15.5122X42X4R=57# U=21# W=8"(Rigid Surface)R=20# NAILEDR=47# U=14# RL=21# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x6 SP SS170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / CJ1ATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = CJ1DDESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"JACKJOB #: 20HS2091CM11-16-2020REV. 20.02.00A.1020.20QTY= 4 TOTAL= 4SEQ = 1041541-1/2"6-5/16"5"5-1/2"6-1/2"2'1'5"6-5/16"1'8-3/16"2-5/8"1'10-13/16"T1B1W1W2M15.5123X42X42X42X43X6R=96# U=22# RL=89/-20# NAILED R=250# U=155# W=8"(Rigid Surface)R=11# U=5# NAILEDR=-67# Rw=40# U=51# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x6 SP SS;Lt Level Return: 2x4 SP #3;170 mph wind, 19.91 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Shim all supports to solid bearing.Job:(20HS209) / CJ1DTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ8DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS209110300CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042392'9-3/16"6'8-9/16"4'6-7/16"11'3"6-5/16"1'3'2-1/16"4'2-1/16"T1B1B2W1W23.89123X4(B1)4X6R=603# U=241# W=11-5/16"(Rigid Surface)R=114# NAILEDR=459# U=237# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SS B2 2x4 SP #2;Webs 2x4 SP #3All plates are 2X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to windThe following members need concentrated loads at the heel: 4-0-0 span/setback member on the 1-11-8 cant side requires 39lbs and the 4-0-0 span/setback member on the 1-11-8 cant side requires 39 lbs.Sub-fascia beam assumptions: 4-0-0 sub-fascia beam on the 1-11-8 cantilever side. 4-0-0 sub-fascia beam on the 1-11-8cantilever side.Hipjack supports 7-11-8 setback jacks with 1-11-8 cantilever one face; 1-11-8 cantilever opposite face.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / HJ8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ78DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS209110014CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1040732'9-3/16"11'0-7/8"6-5/16"4'1-3/8"T1B1W1W23.89123X4(B1)2X42X42X42X4R=590# U=236# W=11-5/16"(Rigid Surface)R=188# NAILEDR=358# U=190# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to windThe following members need concentrated loads at the heel: 4-0-0 span/setback member on the 1-11-8 cant side requires 39lbs and the 4-0-0 span/setback member on the 1-11-8 cant side requires 39 lbs.Sub-fascia beam assumptions: 4-0-0 sub-fascia beam on the 1-11-8 cantilever side. 4-0-0 sub-fascia beam on the 1-11-8cantilever side.Hipjack supports 7-10-0 setback jacks with 1-11-8 cantilever one face; 1-11-8 cantilever opposite face.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / HJ78THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ7DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS20991001CM11-16-2020REV. 20.02.00A.1020.20QTY= 8 TOTAL= 8SEQ = 1035642'9-3/16"3'4-5/8"6'5-7/16"9'10-1/16"6-5/16"3'8-9/16"T1B1W13.89123X4(B1)2X42X4R=589# U=245# W=11-5/16"(Rigid Surface)R=46# NAILEDR=283# U=149# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to windThe following members need concentrated loads at the heel: 5-0-0 span/setback member on the 1-11-8 cant side requires 65lbs and the 5-0-0 span/setback member on the 1-11-8 cant side requires 65 lbs.Sub-fascia beam assumptions: 5-0-0 sub-fascia beam on the 1-11-8 cantilever side. 5-0-0 sub-fascia beam on the 1-11-8cantilever side.Hipjack supports 6-11-8 setback jacks with 1-11-8 cantilever one face; 1-11-8 cantilever opposite face.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / HJ7THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ7BDESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS20991001CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1039142'9-3/16"6'8-9/16"3'1-1/2"9'10-1/16"6-5/16"1'2'8-9/16"3'8-9/16"T1B1B2W1W23.89123X4(B1)3X6R=576# U=240# W=11-5/16"(Rigid Surface)R=52# NAILEDR=290# U=154# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP #2 B2 2x6 SP SS;Webs 2x4 SP #3All plates are 2X4 except as noted.170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to windThe following members need concentrated loads at the heel: 5-0-0 span/setback member on the 1-11-8 cant side requires 65lbs and the 5-0-0 span/setback member on the 1-11-8 cant side requires 65 lbs.Sub-fascia beam assumptions: 5-0-0 sub-fascia beam on the 1-11-8 cantilever side. 5-0-0 sub-fascia beam on the 1-11-8cantilever side.Hipjack supports 6-11-8 setback jacks with 1-11-8 cantilever one face; 1-11-8 cantilever opposite face.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / HJ7BTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ58DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS20961101CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1037952'9-3/16"3'4-5/8"3'6-7/16"6'11-1/16"6-5/16"2'9-3/16"T1B1W13.89122X4(A1)2X42X4R=499# U=221# W=11-5/16"(Rigid Surface)R=-97# Rw=66# NAILEDR=66# U=37# NAILEDTop chord 2x4 SP #2Bot chord 2x6 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to windThe following members need concentrated loads at the heel: 4-10-12 span/setback member on the 1-11-8 cant side requires62 lbs and the 4-10-12 span/setback member on the 1-11-8 cant side requires 62 lbs.Sub-fascia beam assumptions: 4-10-12 sub-fascia beam on the 1-11-8 cantilever side. 4-10-12 sub-fascia beam on the 1-11-8cantilever side.Hipjack supports 4-10-12 setback jacks with 1-11-8 cantilever one face; 1-11-8 cantilever opposite face.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / HJ58THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ5DDESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS20970002CM11-16-2020REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 1043862-1/4"6-5/16"7-1/4"5-1/2"6'6-5/8"2'9-15/16"7'7-3/8"1'2-11/16"3'6"3'8-9/16"T1B1W1W2M13.89123X42X42X42X43X5R=501# U=217# W=10-9/16"(Rigid Surface)R=68# Rh=81# RL=41# NAILEDR=282# U=215# Rh=-81# RL=-41# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3 W2 2x6 SP SS;Lt Level Return: 2x4 SP #3;170 mph wind, 20.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Hipjack supports 5-4-10 setback jacks with no webs.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Fasten rated sheathing to one face of this frame.Job:(20HS209) / HJ5DTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ47DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS20960601CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1035622'9-3/16"3'4-5/8"3'1-1/2"6'6-1/16"6-5/16"2'7-5/8"T1B1W13.89123X4(B1)2X42X4R=478# U=214# W=11-5/16"(Rigid Surface)R=-62# Rw=45# NAILEDR=-5# U=2# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to windThe following members need concentrated loads at the heel: 4-7-4 span/setback member on the 1-11-8 cant side requires 55lbs and the 4-7-4 span/setback member on the 1-11-8 cant side requires 55 lbs.Sub-fascia beam assumptions: 4-7-4 sub-fascia beam on the 1-11-8 cantilever side. 4-7-4 sub-fascia beam on the 1-11-8cantilever side.Hipjack supports 4-7-4 setback jacks with 1-11-8 cantilever one face; 1-11-8 cantilever opposite face.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / HJ47THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ42DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS20950910CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042152'9-3/16"3'4-5/8"2'5"5'9-5/8"6-5/16"2'4-7/8"T1B1W13.89123X4(B1)2X42X4R=453# U=205# W=11-5/16"(Rigid Surface)R=-78# Rw=46# NAILEDR=-49# Rw=20# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to windThe following members need concentrated loads at the heel: 4-1-4 span/setback member on the 1-11-8 cant side requires 42lbs and the 4-1-4 span/setback member on the 1-11-8 cant side requires 42 lbs.Sub-fascia beam assumptions: 4-1-4 sub-fascia beam on the 1-11-8 cantilever side. 4-1-4 sub-fascia beam on the 1-11-8cantilever side.Hipjack supports 4-1-4 setback jacks with 1-11-8 cantilever one face; 1-11-8 cantilever opposite face.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / HJ42THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ41DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS20950803CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042612'10-1/4"3'2-5/16"2'5-7/8"5'8-3/16"6-5/16"2'4-3/8"T1B1W13.89123X4(B1)2X42X4R=420# U=191# W=4-5/8"(Rigid Surface)R=-67# Rw=40# NAILEDR=-39# Rw=16# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.03 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to windThe following members need concentrated loads at the heel: 4-0-4 span/setback member on the 2-0-0 cant side requires 40lbs and the 4-0-4 span/setback member on the 2-0-0 cant side requires 40 lbs.Sub-fascia beam assumptions: 4-0-4 sub-fascia beam on the 2-0-0 cantilever side. 4-0-4 sub-fascia beam on the 2-0-0cantilever side.Hipjack supports 4-0-4 setback jacks with 2-0-0 cantilever one face; 2-0-0 cantilever opposite face.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / HJ41THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ4DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS20950500CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1027552'9-3/16"3'4-5/8"2'0-7/16"5'5"6-5/16"2'3-3/8"T1B1W13.89123X4(B1)2X42X4R=448# U=203# W=11-5/16"(Rigid Surface)R=-89# Rw=48# NAILEDR=-73# Rw=33# NAILEDTop chord 2x4 SP SSBot chord 2x4 SP SSWebs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to windThe following members need concentrated loads at the heel: 3-10-0 span/setback member on the 1-11-8 cant side requires 35lbs and the 3-10-0 span/setback member on the 1-11-8 cant side requires 35 lbs.Sub-fascia beam assumptions: 3-10-0 sub-fascia beam on the 1-11-8 cantilever side. 3-10-0 sub-fascia beam on the 1-11-8cantilever side.Hipjack supports 3-10-0 setback jacks with 1-11-8 cantilever one face; 1-11-8 cantilever opposite face.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / HJ4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = HJ1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"HIP_JACKJOB #: 20HS20941106CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1042052'9-3/16"3'4-5/8"1'6-3/4"4'11-3/8"6-5/16"2'1-9/16"T1B1W13.89123X4(B1)2X42X4R=455# U=208# W=11-5/16"(Rigid Surface)R=-106# Rw=52# NAILEDR=-106# Rw=50# NAILEDTop chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS.Left cantilever is exposed to windThe following members need concentrated loads at the heel: 3-6-0 span/setback member on the 1-11-8 cant side requires 26lbs and the 3-6-0 span/setback member on the 1-11-8 cant side requires 26 lbs.Sub-fascia beam assumptions: 3-6-0 sub-fascia beam on the 1-11-8 cantilever side. 3-6-0 sub-fascia beam on the 1-11-8cantilever side.Hipjack supports 3-6-0 setback jacks with 1-11-8 cantilever one face; 1-11-8 cantilever opposite face.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.Job:(20HS209) / HJ1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = V20DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20920CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10438820'10'10'4'7"T1T1B1B1W1W2W15.5123X4(D1)2X42X44X55X62X42X43X4(D1)R=113plf U=100plf RL=9/-9plf W=20'(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 19.11 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 9.55 ft. from roof edge.Job:(20HS209) / V20THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.3750
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = V16DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20916CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10400416'8'8'3'8"T1T1B1W1W2W15.5123X4(D1)2X42X44X52X42X42X43X4(D1)R=113plf U=100plf RL=9/-9plf W=16'(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 19.56 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 9.78 ft. from roof edge.Job:(20HS209) / V16THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = V12DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20912CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 10400712'6'6'2'9"T1T1B1W15.5123X4(D1)4X52X43X4(D1)R=113plf U=100plf RL=8/-8plf W=12'(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 20.02 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C,wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 20.02 ft. from roof edge.Job:(20HS209) / V12THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = V8DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS2098CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1040068'4'4'1'10"T1T1B1W15.5123X4(D1)4X52X43X4(D1)R=113plf U=100plf RL=8/-8plf W=8'(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 20.48 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 20.48 ft. from roof edge.Job:(20HS209) / V8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = V4DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS2094CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1040054'2'2'11"T1T1B15.5123X4(D1)3X43X4(D1)R=112plf U=100plf RL=6/-6plf W=4'(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2170 mph wind, 20.94 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 20.94 ft. from roof edge.Job:(20HS209) / V4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = MV8DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS2098CM11-16-2020REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 1040418'6'1-3/4"1'10-1/4"3'8"T1B1W15.5123X4(D1)2X42X4R=113plf U=100plf RL=20plf W=8'(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 21.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 10.75 ft. from roof edge.Job:(20HS209) / MV8THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.7500
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = MV8ADESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20960612CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043112-1/4"6-5/16"1'0-1/4"6'6-3/4"6'1-3/4"5"2'0-3/4"2'5-15/16"5'6"T1B1W1W2W3M15.5123X43X43X62X44X6(R)R=142plf U=100plf RL=40/-23plf W=6'6-3/4"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lt Level Return: 2x4 SP #3;170 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Left end vertical exposed to wind pressure. Deflection meets L/360.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 10.60 ft. from roof edge.Job:(20HS209) / MV8ATHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = MV8BDESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20960612CM11-16-2020REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 1043152-1/4"6-5/16"1-1/4"6'6-3/4"6'1-3/4"5"2'0-3/4"1'6-7/8"4'7"T1B1W1W2W3M15.5123X43X43X62X44X6(R)R=142plf U=100plf RL=28/-10plf W=6'6-3/4"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3Lt Level Return: 2x4 SP #3;170 mph wind, 21.20 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 10.60 ft. from roof edge.Job:(20HS209) / MV8BTHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =0.5000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = MV64DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20960400CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1052346'4"3'1"3'3"1'4-15/16"T1T2B1W1W15.5123X4(D1)4X5(R)2X42X42X4R=113plf U=100plf RL=5plf W=6'4"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.26 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 30.51 ft. from roof edge.Job:(20HS209) / MV64THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = MV6DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS2096CM11-16-2020REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 1040396'2'9"T1B1W15.5123X4(D1)2X43X5R=113plf U=100plf RL=19plf W=6'(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 21.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Right end vertical not exposed to wind pressure.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 10.98 ft. from roof edge.Job:(20HS209) / MV6THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = MV44DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20940400CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1052324'4"3'1"1'3"1'4-15/16"T1T2B1W1W15.5123X4(D1)4X5(R)2X42X42X4R=113plf U=100plf RL=8plf W=4'4"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 16.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 32.35 ft. from roof edge.Job:(20HS209) / MV44THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = MV4DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS2094CM11-16-2020REV. 20.02.00A.1020.20QTY= 5 TOTAL= 5SEQ = 1035704'1'10"T1B1W15.5123X4(D1)2X42X4R=113plf U=100plf RL=18plf W=4'(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2Webs 2x4 SP #3170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.Job:(20HS209) / MV4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = MV24DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20920400CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1052302'4"1'0-13/16"T1B15.5123X4(D1)R=112plf U=100plf RL=10plf W=2'4"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2170 mph wind, 16.92 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 33.83 ft. from roof edge.Job:(20HS209) / MV24THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = MV2DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS2092CM11-16-2020REV. 20.02.00A.1020.20QTY= 6 TOTAL= 6SEQ = 1035682'11"T1B15.5123X4(D1)R=224# U=47# RL=27# W=2'(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 7.50 ft. from roof edge.Job:(20HS209) / MV2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = P1DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20941008CM11-16-2020REV. 20.02.00A.1020.20QTY= 2 TOTAL= 2SEQ = 1043384'10-1/2"2'5-1/4"2'5-1/4"3-1/2"1'4-7/8"T1T1B15.5123X4(D1)3X43X4(D1)R=113plf U=100plf RL=9/-9plf W=4'10-1/2"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2170 mph wind, 24.75 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 24.75 ft. from roof edge.Job:(20HS209) / P1THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = P2DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20941008CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043424'10-1/2"2'1-1/2"7-1/2"2'1-1/2"3-1/2"1'3-3/16"T1T1B15.5123X4(D1)3X43X4(D1)R=113plf U=100plf RL=8/-8plf W=4'10-1/2"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2170 mph wind, 24.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 24.68 ft. from roof edge.Job:(20HS209) / P2THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = P3DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20941008CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043404'10-1/2"2'0-7/8"8-11/16"2'0-7/8"3-1/2"1'2-15/16"T1T1B15.5123X4(D1)3X43X4(D1)R=113plf U=100plf RL=7/-7plf W=4'10-1/2"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2170 mph wind, 24.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 24.67 ft. from roof edge.Job:(20HS209) / P3THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000
TC LL REFTC DL DATEBC DL DRWGBC LLTOT.LD. O/A LEN.DUR.FAC.TYPE **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall providetemporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussin conformance with ANSI/TPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for thedesign shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job’s general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgDESC. = P4DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(0%)/ 0(0)PLT. TYP.-WAVE 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 1.25SPACING 24.0"VALJOB #: 20HS20941008CM11-16-2020REV. 20.02.00A.1020.20QTY= 1 TOTAL= 1SEQ = 1043444'10-1/2"9-7/8"3'2-11/16"9-7/8"3-1/2"8-1/16"T1T2T1B15.5123X4(D1)3X43X43X4(D1)R=113plf U=100plf W=4'10-1/2"(Rigid Surface)Top chord 2x4 SP #2Bot chord 2x4 SP #2170 mph wind, 24.38 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18Wind loads and reactions based on MWFRS with additional C&C member design.Bottom chord checked for 10.00 psf non-concurrent live load.Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.See DWG VAL180101014 for valley details.MWFRS loads based on trusses located at least 24.38 ft. from roof edge.Job:(20HS209) / P4THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUTSCALE =1.0000