HomeMy WebLinkAboutX TR ENG Reviewed and Approved Florida Quality Truss
Engineering-List
Main Office:772-545-3950 Job#: 20HS209
Alt.Ph: - Fax:772-545-3690
Date: 12/9/2020
Customer Information: Project Information:
Name: Contact: Name:
VILLADELTA CONSTRUC Fill in later PERERIA RES.
Address: Address: Region:
City,State,Zip: City,State,Zip:
Salesman: Notes: Loading: TC BC
Fill in later
Designer:
LL 30 0
CRAIG MARTIN DL 15 10
Engineering List
Seq. Qty Span Description Truss Slope OH-L CANT-L STUB-L Height
Nunn. TC/BC OH-R CANT-R STUB-R
1 1 51-05-01 Al 5.50 0.00 00-00-00 00-00-00 00-00-00 00-00-00
0lbs.each 2x6 / 2x6 00-00-00 00-00-00 00-00-00
2 1 54-01-01 A2 5.50 0.00 00-00-00 02-00-00 00-00-00 11-09-13
427.7 lbs.each 2x6 / 2x6 00-00-00 04-01-01 00-00-00
3 1 54-01-01 A3 5.50 0.00 00-00-00 02-00-00 00-00-00 11-09-13
430.5 lbs.each 2x6 / 2x6 00-00-00 02-01-01 00-00-00
4 1 54-01-01 A4 5.50 0.00 00-00-00 02-00-00 00-00-00 11-09-13
433.3 lbs.each 2X6 / 2X6 00-00-00 00-01-01 00-00-00
5 1 54-01-01 A5 5.50 0.00 00-00-00 02-00-00 00-00-00 10-10-13
419.3lbs.each 2x6 / 2x6 00-00-00 00-00-00 00-00-00
6 1 54-01-01 A6 5.50 0.00 00-00-00 02-00-00 00-00-00 09-11-13
431.2lbs.each 2x6 / 2x6 00-00-00 00-00-00 00-00-00
7 1 52-01-01 A7 5.50 0.00 00-00-00 00-00-00 00-00-00 09-00-13
421.41bs.each 2x6 / 2x6 00-00-00 00-03-15 00-00-00
8 1 52-01-01 A8 5.50 0.00 00-00-00 00-00-00 00-00-00 08-01-13
407.4 lbs.each 2X6 / 2X6 00-00-00 00-00-00 00-00-00
9 1 52-01-01 A9 5.50 0.00 00-00-00 00-00-00 00-00-00 07-02-13
397.E lbs.each 2X6 / 2x6 00-00-00 00-00-00 00-00-00
10 1 36-06-02 Al 5.50 0.00 00-00-00 00-00-00 00-00-00 11-09-13
285.E lbs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
11 1 36-06-02 Al 5.50 0.00 00-00-00 00-00-00 00-00-00 11-09-13
305.2 lbs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
12 1 36-06-02 Al2 5.50 0.00 00-00-00 00-00-00 00-00-00 11-02-10
284.2 lbs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
13 1 36-06-02 A13 5.50 0.00 00-00-00 00-00-00 00-00-00 11-06-03
291.2 lbs.each IL 2x5 / 2x5 00-00-00 00-00-00 00-00-00
14 1 36-06-02 A14 5.50 0.00 00-00-00 00-00-00 00-00-00 11-06-03
296.8 lbs.each CELL� 2x5 / 2x5 00 00 00 00-00-00 00-00-00
Reviewed and approved
Page 1 of 7 4-
Engineering List
Seq. Qty Span Description Truss Slope OH-L CANT-L STUB-L Height
Num. TC/BC OH-R CANT-R STUB-R
15 1 40-11-06 Al 5.50 0.00 00-00-00 00-00-00 00-00-00 00-00-00
0lbs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
16 1 43-07-06 A16 5.50 0.00 00-00-00 02-00-00 00-00-00 08-08-14
323.41bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
17 1 43-07-06 A17 5.50 0.00 00-00-00 02-00-00 00-00-00 07-09-14
326.2 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
18 1 43-07-06 A18 5.50 0.00 00-00-00 02-00-00 00-00-00 06-10-14
317.8 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
19 1 43-07-06 A19 5.50 0.00 00-00-00 02-00-00 00-00-00 05-11-14
282.8 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
20 1 56-00-02 A20 5.50 0.00 00-00-00 02-00-00 00-00-00 05-00-14
434.7 Ibs.each 2x6 / 2x5 00-00-00 02-00-00 00-00-00
21 1 53-11-06 A21 0.00 0.00 00-00-00 00-00-00 00-00-00 07-07-14
2-Ply 1915 Ibs.each 2x6 / 2x8 00-00-00 02-00-00 00-00-00
22 1 37-10-06 A22 5.50 0.00 00-00-00 02-00-00 00-00-00 06-11-05
256.2 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
23 1 37-10-06 A23 5.50 0.00 00-00-00 02-00-00 00-00-00 06-00-05
245.0 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
24 1 37-10-06 A24 5.50 0.00 00-00-00 02-00-00 00-00-00 05-01-05
232.4 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
25 1 37-10-06 A25 5.50 0.00 00-00-00 02-00-00 00-00-00 04-02-05
2-Ply 879.2 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
26 1 27-07-15 A26 0.00 0.00 00-00-00 00-00-00 00-00-00 06-03-13
187.6 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
27 1 27-07-15 A27 0.00 0.00 00-00-00 00-00-00 00-00-00 05-04-13
180.6 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
28 1 27-07-15 A28 0.00 0.00 00-00-00 00-00-00 00-00-00 06-05-13
176.4 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
29 1 27-07-15 A29 0.00 0.00 00-00-00 00-00-00 00-00-00 05-06-13
159.E Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
30 1 27-07-15 A30 0.00 0.00 00-00-00 00-00-00 00-00-00 04-07-13
183.4 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
31 1 27-07-15 A31 0.00 0.00 00-00-00 00-00-00 00-00-00 03-08-13
173.61bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
32 1 20-09-10 A32 5.50 0.00 00-00-00 00-00-00 00-00-00 06-03-13
147.0 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
33 1 27-00-02 A33 0.00 0.00 00-00-00 00-02-12 00-00-00 07-04-13
2-Ply 988.4 Ibs.each 2x5 / 2x6 00-00-00 00-00-00 00-00-00
34 1 27-00-02 A34 0.00 0.00 00-00-00 00-02-12 00-00-00 06-05-13
165.2 Ibs.each 2,5 / 2,5 00-00-00 00-00-00 00-00-00
35 1 27-00-02 A35 0.00 0.00 00-00-00 00-02-12 00-00-00 05-06-13
169.4 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
36 1 27-00-02 A36 0.00 0.00 00-00-00 00-02-12 00-00-00 04-07-13
158.2 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
Reviewed and approved
Page 2 of 7
Engineering List
Seq. Qty Span Description Truss Slope OH-L CANT-L STUB-L Height
Num. TC/BC OH-R CANT-R STUB-R
37 1 27-00-02 A37 0.00 0.00 00-00-00 00-02-12 00-00-00 03-08-13
163.8 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
38 1 18-08-04 A38 5.50 0.00 00-00-00 02-00-00 00-00-00 09-01-01
3-Ply 1386 Ibs.each 2x5 / 2x6 00-00-00 00-00-00 00-00-00
39 1 35-04-06 B1 5.50 0.00 00-00-00 02-00-00 00-00-00 00-00-00
2-Ply 0 Ibs.each 2x5 / 2x8 00-00-00 00-00-00 00-00-00
40 1 35-04-06 B2 5.50 0.00 00-00-00 02-00-00 00-00-00 00-00-00
o Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
41 1 35-04-06 B3 5.50 0.00 00-00-00 02-00-00 00-00-00 00-00-00
o Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
42 1 35-04-06 B4 5.50 0.00 00-00-00 02-00-00 00-00-00 07-04-13
217.7 lbs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
43 1 36-00-00 B5 5.50 0.00 00-00-00 02-00-00 00-00-00 06-05-13
229.6 Ibs.each 2x5 / 2x5 00-00-00 02-06-04 00-00-00
44 1 34-03-11 B6 5.50 0.00 00-00-00 02-00-00 00-00-00 05-06-13
194.6 lbs.each 2x5 / 2x5 00-00-00 02-09-15 00-00-00
45 1 32-03-11 B7 5.50 0.00 00-00-00 02-00-00 00-00-00 04-07-13
183.4 Ibs.each 2x5 / 2x5 00-00-00 02-09-15 00-00-00
46 1 31-03-08 B8 5.50 0.00 00-00-00 02-00-00 00-00-00 03-08-13
184.8 Ibs.each 2x5 / 2x5 00-00-00 02-00-00 00-00-00
47 1 27-09-04 C1 5.50 0.00 00-00-00 02-00-00 00-00-00 06-10-11
154.0 Ibs.each 2x5 / 2x6 00-00-00 02-00-00 00-00-00
48 1 27-09-04 C2 5.50 0.00 00-00-00 02-00-00 00-00-00 06-05-13
158.2 Ibs.each 2x5 / 2x6 00-00-00 02-00-00 00-00-00
49 1 27-09-04 C3 5.50 0.00 00-00-00 02-00-00 00-00-00 06-03-14
159.6 Ibs.each 2x5 / 2x6 00-00-00 02-00-00 00-00-00
50 1 27-09-04 C4 5.50 0.00 00-00-00 02-00-00 00-00-00 05-06-13
156.8 Ibs.each 2x5 / 2x6 00-00-00 02-00-00 00-00-00
51 1 27-09-04 C5 5.50 0.00 00-00-00 02-00-00 00-00-00 05-06-03
155.4 Ibs.each 2x5 / 2x6 00-00-00 02-00-00 00-00-00
52 1 27-09-04 C6 5.50 0.00 00-00-00 02-00-00 00-00-00 04-07-13
169.4 Ibs.each 2x5 / 2x6 00-00-00 02-00-00 00-00-00
53 1 27-09-04 C7 5.50 0.00 00-00-00 02-00-00 00-00-00 05-11-00
175.0Ibs.each 2x5 / 2x5 00 00 00 02-00-00 00-00-00
54 1 27-09-04 C8 5.50 0.00 00-00-00 02-00-00 00-00-00 05-11-00
179.21bs.each 2X5 / 2X5 00-00-00 02-00-00 00-00-00
55 1 27-09-04 C9 5.50 0.00 00-00-00 02-00-00 00-00-00 05-11-00
172.21bs.each 2X5 / 2x5 00-00-00 02-00-00 00-00-00
56 1 27-09-04 C10 5.50 0.00 00-00-00 02-00-00 00-00-00 05-11-00
172.9 Ibs.each 2x5 / 2x6 00-00-00 02-00-00 00-00-00
57 1 19-09-04 C12 5.50 0.00 00-00-00 02-00-00 00-00-00 03-08-13
110.6 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
58 1 21-06-04 C13 5.50 0.00 00-00-00 02-00-00 00-00-00 05-11-00
126.0Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
Reviewed and approved
Page 3 of 7
Engineering List
Seq. Qty Span Description Truss Slope OH-L CANT-L STUB-L Height
Num. TC/BC OH-R CANT-R STUB-R
59 2 20-07-08 D1 5.50 0.00 00-00-00 00-00-00 00-00-00 06-02-00
119.0Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
60 1 24-07-08 D2 5.50 0.00 00-00-00 02-00-00 00-00-00 06-02-00
128.81bs.each 2x5 / 2x5 00-00-00 02-00-00 00-00-00
61 1 24-07-08 D3 5.50 0.00 00-00-00 02-00-00 00-00-00 05-06-13
135.8 Ibs.each 2x5 / 2x5 00-00-00 02-00-00 00-00-00
62 1 24-07-08 D4 5.50 0.00 00-00-00 02-00-00 00-00-00 04-07-13
130.2 Ibs.each 2x5 / 2x5 00-00-00 02-00-00 00-00-00
63 1 24-07-08 D5 5.50 0.00 00-00-00 02-00-00 00-00-00 03-08-13
134.4 lbs.each 2x5 / 2x5 00-00-00 02-00-00 00-00-00
64 1 18-03-04 E1 5.50 0.00 00-00-00 02-00-00 00-00-00 04-06-14
95.20 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
65 1 20-03-04 E2 5.50 0.00 00-00-00 02-00-00 00-00-00 03-08-13
96.60 Ibs.each 2x4 / 2x4 00-00-00 02-00-00 00-00-00
66 1 18-03-04 E3 5.50 0.00 00-00-00 02-00-00 00-00-00 04-08-09
121.81bs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
67 1 18-03-04 E4 5.50 0.00 00-00-00 02-00-00 00-00-00 04-08-09
116.9 Ibs.each 2x4 / 2,4 00-00-00 00-00-00 00-00-00
68 1 18-03-04 E5 5.50 0.00 00-00-00 02-00-00 00-00-00 04-08-09
116.2 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
69 1 17-10-04 H1 5.50 0.00 00-00-00 02-00-00 00-00-00 07-07-14
106.4 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
70 1 17-10-04 H2 5.50 0.00 00-00-00 02-00-00 00-00-00 07-02-04
112.0 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
71 1 17-10-04 H3 5.50 0.00 00-00-00 02-00-00 00-00-00 06-03-04
110.6 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
72 1 17-10-04 H4 5.50 0.00 00-00-00 02-00-00 00-00-00 05-04-04
102.21bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
73 1 17-10-04 H5 5.50 0.00 00-00-00 02-00-00 00-00-00 04-10-12
102.2 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
74 1 17-10-04 H6 5.50 0.00 00-00-00 02-00-00 00-00-00 04-07-11
96.60 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
75 1 17-10-04 H7 5.50 0.00 00-00-00 02-00-00 00-00-00 04-07-11
95.201bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
76 1 20-05-08 H8 5.50 0.00 00-00-00 02-00-00 00-00-00 04-07-11
102.21bs.each 2x5 / 2x5 00-00-00 02-00-00 00-00-00
77 4 13-11-08 H9 5.50 0.00 02-00-00 00-02-06 00-00-00 03-07-11
93.801bs.each 2x5 / 2x5 02-00-00 00-02-06 00-00-00
78 1 13-11-08 H10 5.50 0.00 00-00-00 00-02-06 00-00-00 03-07-11
84.00 Ibs.each 2x5 / 2x5 02-00-00 00-02-06 00-00-00
79 1 13-06-12 H11 5.50 0.00 00-00-00 00-00-00 00-00-00 07-07-14
2-Ply 414.4 Ibs.each 2x5 / 2x6 00-00-00 00-00-00 00-00-00
80 1 14-03-04 H12 5.50 0.00 00-00-00 00-00-00 00-00-00 04-01-10
95.201bs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
Reviewed and approved
Page 4 of 7
Engineering List
Seq. Qty Span Description Truss Slope OH-L CANT-L STUB-L Height
Num. TC/BC OH-R CANT-R STUB-R
81 3 17-09-00 K1 5.50 0.00 00-00-00 03-04-00 00-00-00 00-00-00
0lbs.each 2x5 / 2x5 00-00-00 04-10-00 00-00-00
82 1 17-09-00 K2 5.50 0.00 00-00-00 03-06-00 00-00-00 00-00-00
0 Ibs.each 2x5 / 2x5 00-00-00 03-04-00 00-00-00
83 2 08-10-10 FG1 0.00 0.00 00-00-00 00-00-00 00-00-00 01-00-00
2-Ply 179.2 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
84 1 08-03-00 J83 5.50 0.00 00-00-00 00-00-00 00-00-00 02-09-07
2-Ply 271.6 Ibs.each 2x5 / 2x8 00-00-00 00-00-00 00-00-00
85 9 08-00-00 EJ8 5.50 0.00 00-00-00 02-00-00 00-00-00 04-02-05
28.00 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
86 1 06-00-00 J8 5.50 0.00 00-00-00 00-00-00 00-00-00 04-02-05
22.40 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
87 5 08-00-00 EJ8B 5.50 0.00 00-00-00 02-00-00 00-00-00 04-02-05
33.6o Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
88 4 07-10-08 EJ78 5.50 0.00 00-00-00 02-00-00 00-00-00 04-01-10
28.00 lbs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
89 48 07-00-00 EJ7 5.50 0.00 00-00-00 02-00-00 00-00-00 03-08-13
23.8o Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
90 1 05-00-00 J7 5.50 0.00 00-00-00 00-00-00 00-00-00 03-08-13
19.60 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
91 1 05-00-00 J7A 5.50 0.00 00-00-00 00-00-00 00-00-00 03-08-13
36.40 Ibs.each 2x5 / 2x6 00-00-00 00-00-00 00-00-00
92 6 07-00-00 EJ7B 5.50 0.00 00-00-00 02-00-00 00-00-00 03-08-13
29.40 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
93 2 07-00-00 ERD 5.50 0.00 00-00-00 02-00-00 00-00-00 00-00-00
o Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
94 1 05-06-12 MVBA 5.50 0.00 02 00 12 00 00 00 00 00 00 00 00 00
0 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
95 2 05-06-12 MVBB 5.50 0.00 02-00-12 00-00-00 00-00-00 00-00-00
71beach 2x5 / 2x5 00-00-00 00-00-00 00-00-00
96 1 04-11-04 EJ58 5.50 0.00 00-00-00 02-05-04 00-00-00 02-09-07
18.20 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
97 2 02-11-04 J58 5.50 0.00 00-00-00 00-05-04 00-00-00 02-09-07
14.001bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
98 1 00-07-12 EJ47 5.50 0.00 00-00-00 00-00-00 00-00-00 02-07-14
14.001bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
99 1 02-07-12 J47 5.50 0.00 00-00-00 00-00-00 00-00-00 02-07-14
21.001bs.each 2x5 / 2x6 00-00-00 00-00-00 00-00-00
100 1 02-01-12 J42 5.50 0.00 00-00-00 00-00-00 00-00-00 02-05-02
12.60 Ibs.each 2.5 / 2.5 00-00-00 00-00-00 00-00-00
101 1 04-00-12 EJ41 5.50 0.00 00-00-00 02-00-12 00-00-00 02-04-10
15.40 Ibs.each 2x5 / 215 00-00-00 00-00-00 00-00-00
102 1 01-06-08 J1 5.50 0.00 00-00-00 00-00-00 00-00-00 02-01-12
9.800Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
Reviewed and approved
Page 5 of 7
Engineering List
Seq. Qty Span Description Truss Slope OH-L CANT-L STUB-L Height
Num. TC/BC OH-R CANT-R STUB-R
103 1 07-00-00 CJ7 5.50 0.00 00-00-00 02-00-00 00-00-00 03-08-13
23.801bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
104 1 05-00-00 CJ7A 5.50 0.00 00-00-00 00-00-00 00-00-00 03-08-13
ts.6o ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
105 17 05-00-00 CJ5 5.50 0.00 00-00-00 02-00-00 00-00-00 02-09-13
18.20Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
106 1 03-00-00 CJ5A 5.50 0.00 00-00-00 00-00-00 00-00-00 02-09-13
14.0o Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
107 4 05-00-00 CJ5B 5.50 0.00 00-00-00 02-00-00 00-00-00 02-09-13
22.40 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
108 33 03-00-00 CJ3 5.50 0.00 00-00-00 00-00-00 00-00-00 01-10-13
12.60 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
109 1 00-0-11-00 CJ1A 5.50 0.00 00-00-00 00-00-00 00-00-00 01-10-13
8.400 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
110 3 05-00-00 CJSD 5.50 0.00 00-00-00 02-00-00 00-00-00 00-00-00
o Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
111 1 05-00-00 CJSE 5.50 0.00 00-00-00 00-00-00 00-00-00 00-00-00
o Ibs.each % 2x5 / 2x5 00-00-00 00-00-00 00-00-00
112 4 03-00-00 CJ3D 5.50 0.00 00-00-00 02-00-00 00-00-00 00-00-00
o Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
113 1 11-03-00 HJ8 3.89 0.00 00-00-00 02-09-03 00-00-00 04-02-01
42.00 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
114 1 11-00-14 HJ78 3.89 0.00 00-00-00 02-09-03 00-00-00 04-01-06
43.40 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
115 8 09-10-01 HJ7 3.89 0.00 00-00-00 02-09-03 00-00-00 03-08-09
33.60 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
116 1 09-10-01 HJ713 3.89 0.00 00-00-00 02-09-03 00-00-00 03-08-09
45.5o Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
117 2 09-10-01 HJ7D 3.89 0.00 00 00 00 02-09-03 00-00-00 00 00 00
71beach 2x5 / 2x5 00-00-00 00-00-00 00-00-00
118 1 06-11-01 HJ58 3.89 0.00 00-00-00 02-09-03 00-00-00 02-09-03
27.30 Ibs.each 2x5 / 2x6 00-00-00 00-00-00 00-00-00
119 1 06-06-01 HJ47 3.89 0.00 00-00-00 02-09-03 00-00-00 02-07-10
22.40 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
120 1 05-09-10 HJ42 3.89 0.00 00-00-00 02-09-03 00-00-00 02-04-14
21.00 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
121 1 05-08-03 HJ41 3.89 0.00 00-00-00 02-10-04 00-00-00 02-04-06
19.60 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
122 1 05-05-00 HJ4 3.89 0.00 00-00-00 02-09-03 00-00-00 02-03-06
19.60 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
123 1 04-11-06 HA 3.89 0.00 00-00-00 02-09-03 00-00-00 02-01-09
18.20 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
124 1 20-00-00 V20 5.50 0.00 00-00-00 00-00-00 00-00-00 04-07-00
75.60lbs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
Reviewed and approved
Page 6 of 7
Engineering List
Seq. Qty Span Description Truss Slope OH-L CANT-L STUB-L Height
Num. TC/BC OH-R CANT-R STUB-R
125 1 16-00-00 V16 5.50 0.00 00-00-00 00-00-00 00-00-00 03-08-00
MAMA each 20 / 2x5 00-00-00 00-00-00 00-00-00
126 1 12-00-00 V12 5.50 0.00 00-00-00 00-00-00 00-00-00 02-09-00
37.801bs.each 2x5 / 2x5 00-00-00 00-00-00 000000
127 1 08-00-00 V8 5.50 0.00 00-00-00 00-00-00 00-00-00 01-10-00
25.20 Ibs.each 2x5 / 2x5 0000-00 000000 000000
128 1 04-00-00 V4 5.50 0.00 00-00-00 00-00-00 00-00-00 00-00-00
WA each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
129 2 08-00-00 MV8 5.50 0.00 00-00-00 00-00-00 00-00-00 03-08-00
29.40 Ibs.each 2x5 / 2x5 000000 000000 000000
130 1 000000 MV64 5.50 0.00 00-00-00 00-00-00 00-00-00 01-04-15
22.40 1bs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
131 2 060000 MV6 5.50 0.00 00-00-00 00-00-00 00-00-00 02-09-00
21.00 Ibs.each 2x5 / 20 00-00-00 00-00-00 00-00-00
132 1 04-04-00 MV44 5.50 0.00 000000 00-00-00 00-00-00 01-04-15
16.801bs.each 0 0 2x4 / 2x4 00-00-00 00-00-00 00-00-00
133 5 04-00-00 MV4 5.50 0.00 00-00-00 00-00-00 00-00-00 01-10-00
14MO Ibs.each 2,5 / 2,5 00-00-00 00-0000 000000
134 1 020400 MV24 150 010 00-00-00 0000-00 00-00-00 01-00-13
7.000 W.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
135 6 02-00-00 MV2 5.50 0.00 00-00-00 00-00-00 00-00-00 00-11-00
5.600 Ibs.each 2x5 / 2x5 1 00-00-00 00-00-00 00-00-00
136 2 04-10-08 P1 500 0.00 00-00-00 00-00-00 00-00-00 01-04-14
15.40 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
137 1 04-10-08 P2 5.50 0.00 00-00-00 00-00-00 00-00-00 01-03-03
15.40 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
138 1 04-10-08 P3 500 0.00 001000 00-00-00 00-00-00 01-02-15
15.40 Ibs.each 2,4 / 2x4 00-00-00 00-00-00 00-00-00
139 1 04-10-08 P4 5.50 0.00 00-00-00 00-00-00 00-00-00 00-08-01
15.40 Ibs.each 2,4 / 2x4 00-00-00 00-00-00 00-00-00
Trusses:30210
Reviewed and approved
Page 7 of 7 4-
Job:(20HS209)/Al THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 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 Il,EXP C,
Bot chord 2x6 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W1 2x4 SP#2;W 12 2x6 SP SS;
Lt Bearing Leg:2x4 SP#3; Wind loads and reactions based on MWFRS with additional C&C member design.
(a)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better"T"reinforcement.80%length of web member. (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. Attached with 10d Box or Gun(0.128"x3",min.)nails @ 6"oc.
Bottom chord checked for 10.00 psf non-concurrent live load. In lieu of structural panels use purlins to brace all flat TC @ 24"oc.
WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
and 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 176 lbs.
21'11-5/8" 4'10-1/2" 171-3/8" 7-5-9/16"
T3
8(R)
T2 T4
12
5.5 0o 7X6 5X6 3X4
W6 W6
�O 12
T1 T5 Q 3.89
of W a) (b)W 1112X4
04X6 W //6X10(SRS)(�
W1 W5 W9 (b�/ T6
\\\5X6(R W3 W1 W ///3X4(R) sti-ii/'s°
11-1v18 M1_ _FAB _ _ _ 1
y_4•
Eft
B1 — B2 — — B3 — B4 =no 1-9 6
44'10-3/8" 6'6-11/16"
511-9/16" _I
R
f 51'5-1/16" _I
R=2490# U=452# RL=482/-483# W=3" R=3265# U=589# W=11-5/16"
(Rigid Surface) (Rigid Surface)
R=176/-133# U=51#
DESC.= Al SEQ= 112143
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1250
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
L0�.a►.m■ temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
�-14+4'71. a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 510501
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 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,
Bot chord 2x6 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W1,W13 2x6 SP SS;W12 2x4 SP#2;
Wind loads and reactions based on MWFRS with additional C&C member design.
Left and right cantilevers are exposed to wind
Right end vertical not exposed to wind pressure.
(c)Continuous lateral restraint equally spaced on member.Or 2x4#3 or better"T"reinforcement.80%length of web member.
Attached with 1 Od 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 1 Od Box or Gun(0.128"x3",min.)nails @ 6"oc. In lieu of structural panels use pudins to brace all flat TC @ 24"oc.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
MWFRS loads based on trusses located at least 18.25 ft.from roof edge. WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping
and installation of trusses.See"WARNING"note below.
165-7/16" 82-3/16" 4'10-1/2" 12'3-7/16" 12'3-1/2"
1117) R T4 = <8
T3
T5
12 3X4
5.5 7X6 12
W6 W6 Q 3.89
T2
W W9
z7X6(SRS)
T
o ) T6
08X8 b) W o
T1 W5 W W1 �5X6
W11 41 =3X4 R) N
1112X4 W 3 W 13 W 15 cO
4X5(A1 2'27/16"
:E5/16"
=6X6 B1 = B2 = = B3 = _ = B4 =7X6 III;TA5
2 48' 4'1-1/16" i
541-1/16" -I
R=2949# U=503# RL=519/-479# W=8" R=3154# U=575# W=11-5/16"
(Rigid Surface) (Rigid Surface)
DESC.= A2 SEQ= 103748
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1250
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 5ao1o1
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 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 11,EXP C,
Bot chord 2x6 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W1,W13 2x6 SP SS;
W2,W12 2x4 SP#2; Wind loads and reactions based on MWFRS with additional C&C member design.
Left and right cantilevers are exposed to wind Right end vertical not exposed to wind pressure.
(c)Continuous lateral restraint equally spaced on member.Or 2x4#3 or better"T"reinforcement.80%length of web member. (b)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of
Attached with 10d Box or Gun(0.128"x3",min.)nails @ 6"oc. web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc.
In lieu of structural panels use purlins to brace all flat TC @ 24"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.
WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping
and installation of trusses.See"WARNING"note below. MWFRS loads based on trusses located at least 18.25 ft.from roof edge.
165-7/16" 82-3/16" 4'10-1/2" 7'5-1/2" 171-7/16"
1117) R T4 = <8
T3 T5 12
12 Q 3.89
5.5 O �7X6 �7X6(SRS) TT
co T2 W 6 /6 T6 I
b) W �7X6
o W
�8X8 a) (a) T7 v
W 1 tAl
6X6 4
T1 W5 W9 ( /1 113X4(R� bo1112X4 W 3 W114
4X5(A1 2'103/16" 1
�5n 6• W 15
=6X6 B1 = B2 B3 =5X6 B4 =6X6 4
1.2'. 50 2'1-1/16„
541-1/16" _I
R=3066# U=542# RL=508/-453# W=8" R=3015# U=524# W=11-5/16"
(Rigid Surface) (Rigid Surface)
DESC. = A3 SEQ= 103746
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1250
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 5ao1o1
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 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 11,EXP C,
Bot chord 2x6 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W1,W14 2x6 SP SS;W2 2x4 SP#2;
W13 2x4 SP SS; Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member.
WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
and installation of trusses.See"WARNING"note below.
MWFRS loads based on trusses located at least 18.25 ft.from roof edge.
4'10-1/2" �'7-9/16"
16'5-7/16" 8'2-3/16" r �P 21'11-3/8"
1117) R T4 X8 IS 12
T3 z8X8 Q 3.89
12 85.5 7X6 W6 W8 �3X4
T2 8X8
W a) W 1 T7
08X8 NJ ) (a) r;
T1 W5 W9 WillW1 1112X4 1112X44 o
1112X4
W3 a 13 W15
4X5(A1
=6X6 B1 62 6X6 B4 = 1112X4
2' 52' B3 1.1�16„
54'1-1/16" -I
R=3152# U=581# RL=498/-428# W=8" R=2918# U=518# W=11-5/16"
(Rigid Surface) (Rigid Surface)
DESC.= A4 SEQ= 103744
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1250
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 5ao1o1
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 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 11,EXP C,
Bot chord 2x6 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W1,W12 2x6 SP SS;W2 2x4 SP#2;
W11 2x4 SP SS; Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member.
WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
and installation of trusses.See"WARNING"note below.
MWFRS loads based on trusses located at least 17.80 ft.from roof edge.
227-5/8" 10'8-7/8" 20'8-9/16"
12
1117) T3 X8 Q 3.89
T2 T4
12 0 3X4 3X4
5.5
VW6 \(a)
W 6 �8X8
W W T5"08X8 (a) (a) W1 a 1113X4
T1 W5 W9 a
11 ?
1112X4 W 3
4X5(A1 1
:E5/16"
=6X6 B1 B2 B3 B3 1116X10(R)
2'
52'1-1/16"
541-1/16" -I
R=3194# U=599# RL=445/-362# W=8" R=2876# U=509# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= A5 SEQ= 104346
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1250
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 5ao1o1
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 SP SS 170 mph wind,17.34 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 It from roof edge,RISK CAT 11,EXP C,
Bot chord 2x6 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W1,W11 2x6 SP SS;
W2,W10 2x4 SP#2; Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind Right end vertical not exposed to wind pressure.
(c)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better"T"reinforcement.80%length of web member. (b)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of
Attached with 10d Box or Gun(0.128"x3",min.)nails @ 6"oc. web 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. (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.
Deflection meets U360 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,shipping
MWFRS loads based on trusses located at least 17.34 ft.from roof edge. and installation of trusses.See"WARNING"note below.
207-5/8" 17'6-13/16" 1610-5/8"
12
-6 T3 = T3 _ 10 a 3.89
T2411
T4
12 3X4
5.5 F,--- --7X6
W6 6 W T5
"A W ) ) W �6X6
08X8 (b) ) T
T1 W W7 W6 W9 (QA/1 0
1112X4 W3 11
4X5(A1 1
a-5/16"
3X4 Ilk
=6X6 B1 B2 B3 _5 B4 III H0310
2'
52'1-1/16"
541-1/16" -I
R=3191# U=699# RL=392/-299# W=8" R=2869# U=620# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= A6 SEQ= 103738
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1250
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 5ao1o1
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 SP SS (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements.
Bot chord 2x6 SP SS
Webs 2x4 SP#3 W1,W10 2x6 SP SS;W2 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,
Right cantilever is exposed to wind wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
(b)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of Wind loads and reactions based on MWFRS with additional C&C member design.
web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc.
Right end vertical not exposed to wind pressure.
(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,shipping
and installation of trusses.See"WARNING"note below. MWFRS loads based on trusses located at least 17.34 ft.from roof edge.
f 167-5/8" } 24'4-3/4" } 1112-11/16"
Q 3.89
-6-.10 1112X4@ = T4 10 T5
12
5.5 � T2 a 5X6
7X6 ��\V, ) W 1112X4 1112X4
W (c)
rn T1 W3 (b) W4 W5 W5 �® W11 M
W 8 (a) W2 )
1115X8(**) B1 —7 B4 =6X61112X4
B2 B3
5119-1/8" 3-1y5I16"
521-1/16" _
R=2867# U=669# RL=305/-221# W=8" R=2967# U=740# W=11-5/16"
(Rigid Surface) (Rigid Surface)
DESC.= A7 SEQ= 103771
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1250
**WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
""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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl'>•.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 520101
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 SP SS Wind loads and reactions based on MWFRS with additional C&C member design.
Bot chord 2x6 SP SS
Webs 2x4 SP#3 W1,W11 2x6 SP SS; Right end vertical not exposed to wind pressure.
W2,W9,W10 2x4 SP#2;
Bottom chord checked for 10.00 psf non-concurrent live load.
(**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements.
WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping
and installation of trusses.See"WARNING"note below.
170 mph wind,16.88 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT ll,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Provide hanger or special connection at right end of truss for 2912 lbs.
(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 of
web 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 1 Od 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 1 Od 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 1 Od Box or Gun(0.128"x3",min.)nails @ 6"oc.
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 16.88 ft.from roof edge.
Provide hanger or special connection at left end of truss for 2910 lbs.
12
Q 3.89
147-5/8" } 31'2-11/16" _I_ 6'2-3/4"�{
X
12 _7 =3X4 T3 =7X6 =4X6 T3 DT-0-1/2"
T 5.5 <(b)
T4
T //5X6(R)
MT1 57X6W5 (c)W W (a) W d) W5 T
W1 W7 W8 d9CC) 05X8 a) 00
W2 W11 ao m
�115 B1 — B2 —FXC B3 — B4 — — 1
r O 521-1/16" _I
R=2910# U=687# RL=275/-183# R=2912# U=815#
H=H1 H=H2
DESC.= A8 SEQ= 103778
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%y)(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.0997
**WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
""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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 520101
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
POMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A9 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 SP SS Wind loads and reactions based on MWFRS with additional C&C member design.
Bot chord 2x6 SP SS
Webs 2x4 SP#3 W1,W9 2x6 SP SS;W2,W7 2x4 SP#2; Right end vertical not exposed to wind pressure.
(**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Bottom chord checked for 10.00 psf non-concurrent live load.
WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping
170 mph wind,16.42 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT 11,EXP C, and installation of trusses.See"WARNING"note below.
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Provide hanger or special connection at right end of truss for 2911 lbs.
(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 of
web 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 1 Od 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 1 Od 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 1 Od Box or Gun(0.128"x3",min.)nails @ 6"oc.
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 16.42 ft.from roof edge.
Provide hanger or special connection at left end of truss for 2908 lbs.
12'7-5/8" 38'0-5/8" 1'4t13116"
12
Q 3.89
=6X10 =7X6 =7X6 =8X8 =8X8
12 1113X6
5.5 F��o 3X4 T2 T3 T3 T2 T4
q
0 T1 5X8 W5 b) W5 c) W5 (c)W c\W6 W6 (d) ) Eo M
c.I W4 Y5 M CIDTW1 W2
rs-sns° W9 °D
B1 B2 =3X6 B3 B3 12
1115X8(**) =1OX10 =3X4 =5X6 =4X10 =5X6 =5X8 =6X6 11
52'1-1/16"
R=2908# U=682# RL=221/-121# R=2911# U=926#
H=H1 H=H2
DESC. = A9 SEQ= 103783
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y)(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.0997
**WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
*"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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
QT k r 7r1F.tr IR TSS 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. O.O Sf CM
LGLJl7.e..i 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 520101
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
POMPAAT4 EEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A10 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 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,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W1 2x4 SP SS;W11 2x6 SP SS;
Lt Bearing Leg:2x8 SP SS; Wind 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 of Right end vertical exposed to wind pressure.Deflection meets L/360.
web 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.
(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.
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.
160-3/8" 4'10-1/2" 167-1/4"
:5X6 T3 =6X6
T2 812
5.5 �-z 5X6
6X6
T1 W5 W5
io �-z4X6 T5
M a) )
7 04X10 W3
W ) (a) W 1113X4
3X6 (a) W4
W W8 (b) T
W10 N
W1 W2
N
M �
ill
III3X4 8
=3X6 =5X8 =3X4 B2 =5X6 B3
1113X6(R)
36'6-1/8"
7T 1/¢" 35'10-7/8" _
R=2072# U=840# fRL=468/-433# W=6-3/4" R=2035# U=826# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC. = Al SEQ= 103945
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yrA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 360602
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 EEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/All THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 3X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W 1 2x4 SP SS;W 14 2x6 SP SS; 170 mph wind,20.09 It mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
Lt Bearing Leg:2x8 SP SS; wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
(c)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of Wind loads and reactions based on MWFRS with additional C&C member design.
web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc.
Right end vertical exposed to wind pressure.Deflection meets L/360.
(b)Continuous lateral restraint equally spaced on member.Or 2x4#3 or better"T"reinforcement.80%length of web member.
Attached with 1 Od 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.
160-3/8" 4'10-1/2" 167-1/4"
a55X6 T3 =6X6
12 T2 T4
5.5 1112X4 �-z5X6
W a) W
06X6 �-z4X6 T5 T1
M W5 a) W1
o go4X6 W ) (c)
T ) W1
r11-ve° W8 W8 T
3X6 W4 W11 (a) 1
W13
N
M =6X6 v
1112X4 W 6
B2 141
all— I
1114X5(R) 1112X4 1113X5 B3 —4X8 =3X5 B479
B1 O III3X6(R)
36'6-1/8"
7 } 6'��1 } 27'3-7/8„ _I
7}11f
R=2077# U=840# RL=468/-433# W=6-3/4" R=2037# U=826# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC. = A11 SEQ= 103947
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 360602
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/Al2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T3,T4 2x4 SP SS; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W 1 2x4 SP#2;W 12 2x6 SP SS; 170 mph wind,19.80 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
Lt Bearing Leg:2x8 SP SS; wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
(a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of Wind loads and reactions based on MWFRS with additional C&C member design.
web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc.
Right end vertical exposed to wind pressure.Deflection meets L/360.
(b)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better"T"reinforcement.80%length of web member.
Attached with 1 Od Box or Gun(0.128"x3",min.)nails @ 6"oc. Bottom chord checked for 10.00 psf non-concurrent live load.
MWFRS loads based on trusses located at least 19.80 ft.from roof edge. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
13'8-3/4" 7'5-11/16" 163-5/8"
;6X6 T2 =6X8
12
5.5 T1 T3
go 3X4
W W8 z-zz7X6
W6
oD ) T4
C� 04X10 W4 W
T (a) (a) W 12
4 �4X10
r11-va" W 5
3X6 W2 W10 (a)W1
W1 N
M �
=4X5 W3 =5X8 =3X4 =3X5 =4X6 W3 =3X4=3X4 B2 B3AN3
B5 B6
B1 1113X6
36'6-1/8"
7 } 6' } 10'5-3/4" } 14'1-3/8" _ _ 3'8-3/4"
7}1/sl"
R=2077# U=483# RL=442/-407# W=6-3/4" R=2037# U=475# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC. = Al2 SEQ= 103950
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 360602
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A13 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T1,T3 2x4 SP#2; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W 1 2x4 SP SS;W 12 2x6 SP SS; 170 mph wind,19.94 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
Lt Bearing Leg:2x8 SP SS; wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design.
(c)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of Right end vertical exposed to wind pressure.Deflection meets L/360.
web 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.
(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.
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.
1011-1/2" } 6'11-5/8" ��11/16"} 1511-5/16" _I
T3 -5X6
=5X6 T2 :5X6
12 T4
5.5 F,---
T1
0 4X5 W 8 7X6
W
io
W5 O
cM'o � 5o4X6 W ) (b ) W T5
T ) (b)
b X10
2'3-3/8" T
3X6 W4 W10 (c)W1 1
(V
N
M �
W3=5X8 B4 W3 =5X8 BS =4X6 W3 =3X4
B2
Irl
1114X5(R) g3 B6
III 3X B1 1113X6
36'6-1/8"
7 } 6' } 10'5-3/4" } 14'1-3/8" - - 3'8-3/4"�{
7}1kl"
R=2076# U=485# RL11=442/-416# W=6-3/4" R=2032# U=453# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC.= A13 SEQ= 103957
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 360602
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A14 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T1,T3 2x4 SP#2; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W 1 2x4 SP SS;W 13 2x6 SP SS; 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,
Lt Bearing Leg:2x8 SP SS; wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design.
Calculated horizontal deflection is 0.11"due to live load and 0.15"due to dead load. Right end vertical exposed to wind pressure.Deflection meets L/360.
Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member.
MWFRS loads based on trusses located at least 19.94 ft.from roof edge. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
f 8'11-1/2" } 6'11-5/8" 47-11/16" } 15'11-5/16" _I
5X6
T3
12 = X T2 ;5X6 T4
5.5go p
3X6 T1 W9 �7X6
M 04X6 W4 (a) (a) ) W1 T5
cO 00, W (a) W 13
�4X10
2'3-3/8" ) a) W 5 W 7
3X6 W3 W11 (a)W1
N
M �
W8 =5X8 B4 =4X6 W8 =3X4
1114X6(R) B1 =6X8 B2 B3 B5
1113X6
36'6-1/8"
711/(l" 18'0-3/4" } 14'1-3/8" _I_ 3'8-3/4"�{
R=2076# U=421# RL=442/-416# W=6-3/4" R=2032# U=448# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC.= A14 SEQ= 103962
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 360602
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A15 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T2,T5,T6 2x4 SP SS; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W8 2x4 SP#2;W 16 2x6 SP SS; 170 mph wind,19.29 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT Il,EXP C,
Lt Bearing Leg:2x4 SP#3; wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design.
(a)Continuous lateral restraint equally spaced on member. Right end vertical exposed to wind pressure.Deflection meets L/360.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
MWFRS loads based on trusses located at least 19.29 ft.from roof edge.
11'4-3/4" 6'11-5/8" { 5'10-3/8"�1 6 5/8 152"
T4
=4X6
T3 =5X6 3X5
4X6
T2 T5
e 5X6 - �6X6
12 ) W11
5.5 �
T1
�3X4 W7 (a) ) T6
W5 W W1
CO (a) W (a) �4X10
co i4X10 W3 W13 (a)W1 T
zslvls° W
W5
4 N
W1 W2 =5X
91/4" =6X8 B4 =3X10 W15 =3X4
1 � 1
=4X6 =5X8 62 =3X10 63 B5
8 1113X6
40'11-3/8"
3 1rt2" 21'9-3/4" -I -T 14'1-3/8" - - 3'8-3/4"�{
R=2315# U=437# RL=507/-431# W=3" R=2301# U=459# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC.= A15 SEQ= 112145
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
FLORIDA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.Opsf O/A LEN. ao11o6
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PpMPAf40 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A16 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T2 2x4 SP SS; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W 11 2x4 SP#2;W 19 2x6 SP SS; 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(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
(b)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of
web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Right end vertical exposed to wind pressure.Deflection meets L/360.
Bottom chord checked for 10.00 psf non-concurrent live load. (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.
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.
12'0-3/4" } 6'11-5/8" } 510-3/8" }0 56-5/8" 7 137' _I
X T4 X8
T3
T2
12
,5X6 ; X1 W12 W1 Z T5
3X4
5.5
T1
ao 0 3X8
N
W8 W W1 \W19
oD (b) W 14 zz:"
� 0 5X6
W10 W16 (bW1
i�
3X5(B2 W6 W7 W8
6-6T16• =6X10 (b) v
1113X5 W4 =5X10 =3X4 =6X8 W18 =3X4
B1 B2=3X8 =5X8 63 -H0310 64 BS B6
1II3X6
2' 417-3/8"
2'10" 1 214-1/4" 1711T 14'1-3/8" _I_ 3'8-3/4"
437-3/8" _I
R=2604# U=508# RL=511/-408# W=8" R=2329# U=449# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC. = A16 SEQ= 104348
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. a3o7o6
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A17 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T2 2x4 SP SS; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W8 2x4 SP#2;W 17 2x6 SP SS; 170 mph wind,17.76 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left cantilever is exposed to wind
Wind 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 of
web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Right end vertical exposed to wind pressure.Deflection meets L/360.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
MWFRS loads based on trusses located at least 17.76 ft.from roof edge.
10'0-3/4" 6'11-5/8" 610-3/8" 9'6-5/8" } 11'2"
.5X6 =3X4 T4 =5X6
T3
12 = X T2 _5X6 W1 \W1 3X4 T5
5.5
ao T1 W9 ) W1
W17
nA T W 6 z 5X6
01 00 =6X10 a) W13
5o5X6 W W15 W1
3X5(B2 W6 W7 (a) N
s s (a) W4 (a) v
1113X5 =5X10 B4 =5X8 B5=3X8 W12 =3X4
B 11111113X5 4X10 =8X 10
B2 — B3 B6
1II3X6
2' 417-3/8"
2'10" 1 21'11-1/4" } 14'1-3/8" _I_ 3'8-3/4"
437-3/8" _I
R=2604# U=542# RL=467/-366# W=8" R=2329# U=442# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC. = Al SEQ= 103982
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. a3o7o6
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A18 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 2X4 except as noted.
Bot chord 2x4 SP#2 134,65 2x4 SP SS;
Webs 2x4 SP#3 W 11 2x4 SP#2;W 17 2x6 SP SS; 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(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
(a)Continuous lateral restraint equally spaced on member.
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.
MWFRS loads based on trusses located at least 17.30 ft.from roof edge.
60-3/4" 6'11-5/8" 510-3/8" 13'6-5/8" 97'
T4
=5X8 =3X4 =5X6
T3
T5
)
3X8
5.5 =5X6 W9 W9 W13
(a)\ T1 W1
17
v W12 (a)
°° a00 5X6 W15
W8 (a)
=3X5(B2 W6
6-5/16 8X8 N
4 5X1
1113X5 = W 5X8 iv
B5 5X6(R)
B1 B2 =4X12 =H0310 B3 =4X12 B6
1II3X6
2' 417-3/8"
2'10" 1 20'11-1/4" -I-1 7 14'1-3/8" _1_ 3'8-3/4"
437-3/8" _1
R=2604# U=565# RL=267/-222# W=8" R=2329# U=494# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC. = A18 SEQ= 104323
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. a3o7o6
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A19 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T2,T6 2x4 SP SS; All plates are 5X6 except as noted.
Bot chord 2x4 SP#2 B3 2x4 SP SS;
Webs 2x4 SP#3 W2,W5 2x4 SP#2;W 12 2x6 SP SS; 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(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
(b)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of
web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc. Right end vertical exposed to wind pressure.Deflection meets L/360.
Bottom chord checked for 10.00 psf non-concurrent live load. (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.
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.
60-3/4" } 6'11-5/8" } 510-3/8" } 17'6-5/8" } 77'
T4 -3X4 T5
T3
12 @ 85.5 _FtW8 W W1 W8
S6X6(R)
T1 (b) (a)
zo =6X10 W4 W (b) W10 W9 (b)W1
T
\( N
3X5(B2 W7
6-5T16
a) W4 ca
T 12X4 ( W
rs 1113X3W
11 4 62 =4X12 =HU310 =3X8 B3 B4 =4X10 W
B1 III3X6
2' 417-3/8"
2-10" } 40'9-3/8" _I
437-3/8" _I
R=2604# U=567# RL=381/-280# W=8" R=2329# U=543# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC. = A19 SEQ= 104002
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. a3o7o6
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A20 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 It from roof edge,RISK CAT II,EXP C,
Bot chord 2x6 SP SS B1 2x4 SP#2; wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W2,W5,W17 2x4 SP#2;
W 12 2x4 SP SS; Left and right cantilevers are exposed to wind
All plates are 2X4 except as noted. (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.
Special loads
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24"-wide clearance.
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 Bottom chord checked for 10.00 psf non-concurrent live load.
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 WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping
BC:From 10 plf at 4.06 to 10 plf at 5.06 and installation of trusses.See"WARNING"note below.
BC:From 20 plf at 5.06 to 20 plf at 56.01
PLB:From 40 plf at 15.93 to 40 plf at 19.33
PLB: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 5.06
Wind loads and reactions based on MWFRS.
(b)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of
web 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.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
4'0-3/�f 6'11-5/8" 510-3/8" 21'6-5/8" I TIS-3/4"
12
5.5 T1 T2 T3 6 T4 = T5 = 10
T =6X12O% %6X8(SRS)(R (�11 T6
20 0 6X6 W 1 �7X6
r; =4X5(A2) =$)��2 W1 ) W11(�1 T7\
ro3/ts 5
ro sm-s/a° 4 W16(b) �4X10
1114 -O = B3 - - - - - =4X5(A1)
B1 B2III 3X6 14X6
B4 - B5 B6
�2 52'0-1/8" 2�
P2 10 T 20'0-3/4" 1 T 32'1-3/8" _I
f 56'0-1/8" _I
R=3166# U=1143# W=8" R=3296# U=1105# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = A20 SEQ= 105399
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.0927
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 560002
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
JGb:(20HS209)/A21 THIS DWG.PREPARED FROM COMPUTER INPUT(LOADS&DIMENSIONS)SUBMITTED BY TRUSS MFR.
Top chord 2x6 SP SS 2 Complete Trusses Required
Bot chord 2x8 SP SS 133,134 2x6 SP SS;B5 2x4 SP#2;
Webs 2x4 SP#3 W 1 2x6 SP SS;W2 2x4 SP#2;
W9,W11 2x4 SP SS;W10 2x8 SP SS;
Nail Schedule:0.128"x3",min.nails
All plates are 2X4 except as noted. Top Chord:1 Row @12.00"o.c.
Bot Chord:1 Row @ 6.00"o.c.
Special loads Webs :1 Row @ 4"o.c.
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Use equal spacing between rows and stagger nails
TC:From 93 plf at 0.00 to 93 plf at 3.76 in each row to avoid splitting.
TC:From 47 plf at 3.76 to 47 plf at 15.95 Wind loads and reactions based on MWFRS.
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 Right cantilever is exposed to wind
BC:From 20 plf at 15.95 to 20 plf at 53.95
TC: .00 lb Conc.Load at .
lb Conc.Load at 0.14
260
TC:542..53 lb Conc.Load at 3.00 WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken during handling,shipping
TC: 42 and installation of trusses.See"WARNING"note below.
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 15.95
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left end vertical not exposed to wind pressure.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
r 1/ �9'0-7/8" } 256-5/8" } 156-3/4"
12 .6X6=4X5 1118X10(R) =8X10 =6X6
5.5 F,--- T2 T3 T4 �7X6
0 3X6
=6X8 ;8X84�T5°D T1W7 W1 W1 T6 =4X5(A2)
8 W W12 =3X4
=8X M/16°
1115X14(R) B3 B5
1114X12 =5X8 =10X10 =5X8 =3X4
B2
t 207-1/4" + 31'4-1/8" _I 20
r-
351-7/8" 1 13- 49-1/2
53'11-3/8" -I
R=6456# U=1785# W=7-1/4" R=12351# U=4151# W=6" R=1227# U=431# W=8"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
DESC. = A21 SEQ= 105416
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.0963
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
QT r 7r1F.tr TRUSS 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. O.O Sf CM
LGLJl7.e..i 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 531106
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 EEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A22 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T1 2x4 SP SS; All plates are 5X6 except as noted.
Bot chord 2x4 SP SS 133,134 2x4 SP#2;
Webs 2x4 SP#3 W2 2x4 SP#2; 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(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
(J)Hanger Support Required,by others
Right end vertical not exposed to wind pressure.
(a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of
web 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.
14' 23'10-3/8"
=3X4 T2 =3X5 T3
12 T1 )
5.5 03X4 W7 W W1 W1 W1
0
1112X4 W 6 W 9 Y(/9 W 9 YmD
,4X8 =H071
3X4(B1 =3X8 W10
6-5/16' 62
=6X10 1113X5 3X6 1112X4 B3 =8X8 =6X6 64 1113X6
=
2' 3610-3/8"
1
�4'9-1/2" T 13' _I�—T 19'0-7/8" _I
37'10-3/8" _I
R=2315# U=750# RL=313/-80# W=8" R=2167# U=743#
(Rigid Surface) H=H1
DESC.= A22 SEQ= 104234
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7rtF.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 371006
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIP M
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A23 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 2x4 SP#2; All plates are 5X6 except as noted.
Bot chord 2x4 SP SS 133,134 2x4 SP#2;
Webs 2x4 SP#3 W2,W 10 2x4 SP#2; 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(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
(J)Hanger Support Required,by others
Right end vertical not exposed to wind pressure.
(a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of
web 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.
MWFRS loads based on trusses located at least 7.50 ft.from roof edge. 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 1995 lbs.
12' 2610-3/8"
=3X4 T2 =3X5 T3 TT
12 8 )
5.5 3X4
W7 (a) W W1 VZ
(a)W1
0
1112X4 r'
4X8 W6 W9 VVgP
aE H071
=_ X4(B1 B)-3X8 W10
s sTis^
=6X6 64
= 10 3X5 63 =5X10 6X 3X6
=4X5 1112X4
2' 3610-3/8"
1
�4'9-1/2" T 13' _I�—T 19'0-7/8" _I
37'10-3/8" _I
R=2289# U=759# RL=268/-68# W=8" R=1995# U=736#
(Rigid Surface) H=H1
DESC.= A23 SEQ= 104247
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 371006
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIP M
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A24 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 2x4 SP#2; All plates are 2X4 except as noted.
Bot chord 2x4 SP SS 133,64 2x4 SP#2;
Webs 2x4 SP#3 W2,W9,W 12 2x4 SP#2; 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(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
(J)Hanger Support Required,by others
Right end vertical not exposed to wind pressure.
(a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of
web 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.
MWFRS loads based on trusses located at least 7.50 ft.from roof edge. 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 1995 lbs.
f 10, 7 27'10-3/8" _1
12 =5X6 =3X4 T2 =5X6 =3X6 T3 =4X8
5.5 p
T1 W W1Z
(a)W1
W6 W7 FD
�4X8 =6X10 (a) W8 W8`r'
aE3X4(B1 =3X4 W9
6-F/16"
=6X10 62 3X5 63 =6X10 =7X6 64 3X6
=4X5
2' 3610-3/8"
1
4'9-1/2" 7 13' _1 -T 19'0-7/8" _1
f 37'10-3/8" _1
R=2289# U=767# RL=223/-57# W=8" R=1995# U=730#
(Rigid Surface) H=H1
DESC.= A24 SEQ= 104245
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 371006
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIP M
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
JGb:(20HS209)/A25 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 2 Complete Trusses Required
Bot chord 2x4 SP SS 133,134 2x4 SP#2;
Webs 2x4 SP#3 W2,W9,W12 2x4 SP#2;
All plates are 2X4 except as noted. Nail Schedule:0.128"x3",min.nails
Top Chord:1 Row @12.00"o.c.
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=5.0 Bot Chord:1 Row @12.00"o.c.
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Webs :1 Row @ 4"o.c.
Use equal spacing between rows and stagger nails
Left cantilever is exposed to wind in each row to avoid splitting.
(J)Hanger Support Required,by others Wind 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. Right end vertical not exposed to wind pressure.
Calculated horizontal deflection is 0.14"due to live load and 0.12"due to dead load.
#1 hip supports 8-0-0 jacks W/2 panel TC and no end vert.
Provide hanger or special connection at right end of truss for 3692 lbs.
8' 2910-3/8"
5.5 12 12 T1 =5X8 =3X4 T2 =3X5 =4X6 =3X6 T3 =4X8 T
,3X4 =H0714 W1 W1
W7
4io
7 W1
�3X10 W5 W8 W8 WEIA
3X4(B1 =3X4 B2 =4X6
W9
6-5/16"
=6X 10 8X 10 =7X6 III3X6
=3X5 B3
2' 3610-3/8"
1
4-9-1/2" 7 13' _I -T 19'0-7/8" _I
f 3T 10-3/8" _I
R=3893# U=1362# W=8" R=3692# U=1292#
(Rigid Surface) H=H1
DESC.= A25 SEQ= 104243
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7rtF.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 371006
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAf4 sEaCHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIP M
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A26 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 2x4 SP#2; 170 mph wind,18.40 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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 of
web 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 left end of truss for 1521 lbs.
Provide hanger or special connection at right end of truss for 1521 lbs.
T2
=4X6 =3X4 T1 =5X6 1112X4 =4X5
(a) W1 W1 W
(b) (b)
ch
io
W1 W2 W2 W2 M
r;
b W3
6X8
1113X6 B1 =6X6 B2 =3X4
W4
c1V
1
1112X4 63 1113X6(R)
277-15/16" -
f 221-1/8" } 1 } 4'6-13/16"
R=1521# U=642# R=1521# U=642#
H=H1 H=H2
DESC. = A26 SEQ= 103669
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%Y)(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
L0�.a►.m■ temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
�-14+4'71. a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270715
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" MONO
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A27 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 2x4 SP#2; 170 mph wind,17.48 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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 of
web 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 left end of truss for 1521 lbs.
Provide hanger or special connection at right end of truss for 1521 lbs.
T2
=4X6 =3X4 T1 =5X6 1112X4 1114X5(R)
W1 W1 W
(a) (a)
M
V
W2 W2 W2
n W 1 P2
7
W3
=6X8 b
1113X6 B1 =6X6 62 =3X4
W4
c1V
1
1112X4 63 1113X6(R)
277-15/16"
f 221-1/8" } 1 } 4'6-13/16"
R=1521# U=620# R=1521# U=620#
H=H1 H=H2
DESC.= A27 SEQ= 103673
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014 FT/RT=20%(O%Y)(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
L0�.a►.m■ temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
�-14+4'71. a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270715
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" MONO
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A28 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 2x4 SP#2; 170 mph wind,16.57 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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 of
web 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 left end of truss for 1524 lbs.
Provide hanger or special connection at right end of truss for 1513 lbs.
T2
=4X8 =3X4 T1 =5X6 1112X4 =4X6
In
(a) W3 W3 (a) W
o W2 W2 W2
M
° =6X8 W4
=3X4 B1 =6X8 62 =3X4 b
W5
1112X4 63 1113X6(R)
277-15/16" -
221-1/8" } 1 } 4'6-13/16"
R=1524# U=599# RL=45/-45# R=1513# U=597#
H=H1 H=H2
DESC. = A28 SEQ= 104354
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%Y)(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270715
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" MONO
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A29 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 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 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W2 2x4 SP#2;
Wind 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 1 Od 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 left end of truss for 1524 lbs.
Provide hanger or special connection at right end of truss for 1513 lbs.
T2
=4X8 =3X4 T1 =5X6 1112X4 =5X6
In
(a) W3 W3 (b) W
W2 W2 W2
M
El W11
=6X10 W4
=3X4 B1 =7X6 B2 =3X4
W5
1112X4 B3 1113X6(R)
277-15/16" -
221-1/8" } 1 } 4'6-13/16"
R=1524# U=577# RL=45/-45# R=1513# U=575#
H=H1 H=H2
DESC. = A29 SEQ= 104356
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%Y)(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270715
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" MONO
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A30 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 3X4 except as noted.
Bot chord 2x4 SP#2
Webs 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 ll,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
End verticals not exposed to wind pressure.
Wind loads and reactions based on MWFRS with additional C&C member design.
(J)Hanger Support Required,by others
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 661 lbs.
Provide hanger or special connection at left end of truss for 181 lbs.
277-15/16"
T1 -5X6 8
W1 W1 W1 W W W
M
\W2 W3 W3 W1 W1 W1
1112X4 B2 III3X5
3X8
4'4-1/2"�� 11'6-1/16" 11'5-3/8" -
R=181# U=61# R=151plf U=100plf W=11'6-1/16" R=661# U=240#
H=H1 (Rigid Surface)
R=507# U=175# W=8"
(Rigid Surface)
DESC. = A30 SEQ= 104358
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270715
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" FLAT
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A31 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Special loads
Bot chord 2x4 SP#2 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 W3 2x6 SP SS; 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
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT 11,EXP C, TC:178.23 lb Conc.Load at 1.94,3.94,5.94,7.94
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 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
Wind loads and reactions based on MWFRS. 9.94,11.94,13.94,15.94,17.94,19.94,21.94,23.94,25.94
(J)Hanger Support Required,by others End verticals not exposed to wind pressure.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. Truss must be installed as shown with top chord up.
Provide hanger or special connection at left end of truss for 35 lbs. Provide hanger or special connection at right end of truss for 597 lbs.
r 277-15/16" -
T III 3X4 R 1112X4 T1 =4X10 =5X6 =4X10 T1 1112X4 13X4 R)
mN
W3 W W1 W W3 W
(`7
� W2 W3 W5 W3 W4 W1
rTn
1113X5 1113X5 =3X4 =3X10 =3X10 III3X5
=3X10 1113X5
4'4-1/2" 13'6-15/16" 9'8-9/16"
61 B2
R=22/-110# Rw=35# R=2279# U=1133# W=11-5/16" R=597# U=281#
H=H1 (Rigid Surface) H=H2
R=1880# U=936# W=8"
(Rigid Surface)
DESC. = A31 SEQ= 103694
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270715
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)975-338D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 f'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" FLAT
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A32 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T2 2x4 SP SS; 170 mph wind,15.96 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
Bot chord 2x4 SP SS B2 2x4 SP#2; wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
(J)Hanger Support Required,by others
Right end vertical not exposed to wind pressure.
(a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of
web 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.
107-5/8" 13'4-1/2"
=4X6 =3X8 T2 1112X4
12
5.5 p T1
�3X4 W4 W W4
b)
M
W4 W5 to
1112X W 3
rs-sns•
1113X6(R) B 1 =5X6 62 1112X4 1113X6(R)
24'0-1/8"
R=1357# U=329# RL=160/-46# R=1357# U=491#
H=H1 H=H2
DESC. = A32 SEQ= 105228
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%Y)(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 200910
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
JGb:(20HS209)/A33 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T4 2x6 SP SS; 2 Complete Trusses Required
Bot chord 2x4 SP#2 B1 2x6 SP SS;
Webs 2x4 SP#3 W 1 2x6 SP SS;
Rt Bearing Leg:2x6 SP SS;
Nail Schedule:0.128"x3",min.nails
All plates are 2X4 except as noted. Top Chord:1 Row @12.00"o.c.
Bot Chord:1 Row @ 9.25"o.c.
Special loads Webs :1 Row @ 4"o.c.
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Use equal spacing between rows and stagger nails
TC:From 93 plf at 0.00 to 93 plf at 26.78 in each row to avoid splitting.
BC:From 20 at to 20 plf at 26.32
C Loa
BC:4123.39 lb Conc.Load at 2.64 170 mph wind,15.60 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
(J)Hanger Support Required,by others
Wind loads and reactions based on MWFRS.
The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. End verticals not exposed to wind pressure.
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 1920 lbs.
I1 5 3/8 I�6'4-3/8"��3'2-1/2" 5/�11 164-1/2"
T3 1114X5 =3X4 T4 1117X6 R)
=4X6
12
5.5 F,—,-
T2
W9 W1 W1 M1 0
T1 �3X W6 M
T \\\5X6 R
io 1 W7L v
N W3 W4
r F-
<° W 11
=6X8 = 14
3W cO
M W1 W =3X8 B2
=5X6 W8 W12 M
—L J— I I
1
=6X10 B1 1113X5 B3 =3X4
1113X10
26'9-3/8"
9,11„ T 1' 6,4„ T 1 T 8'0-7/8" 1/2„
R=5220# U=1475# RL=110# W=5-1/2" R=1920# U=677#
(Rigid Surface) H=H1
DESC. = A33 SEQ= 105406
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270002
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 sEaCHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A34 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T4 2x4 SP SS; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2 B2 2x4 SP SS;
Webs 2x4 SP#3 W 1 2x4 SP#2; 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(+/-)=0.18
End verticals not exposed to wind pressure.
Wind loads and reactions based on MWFRS with additional C&C member design.
(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 of
(b)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better"T"reinforcement.80%length of web member. web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc.
Attached with 1 Od 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.
37-1/8" 27-1/4" 207"
12
5.5 =6X6 =3X4 T3 =6X6 T4
T1 T2
04X5 W3 W W
W3
(a) (b)
V
M W5 W4 m
W1
W2
e)
1
=3X10 =3X4 =3X4 B2 1113X6(R)
1113X6 8
26'9-3/8"
R=1513# U=516# RL=57# W=5-1/2" R=1513# U=553#
(Rigid Surface) H=H1
DESC. = A34 SEQ= 105260
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270002
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIPS
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A35 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.65 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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 of
web 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.
Truss must be installed as shown with top chord up. 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 7.83 ft.from roof edge.
Provide hanger or special connection at right end of truss for 1473 lbs.
=4X6 =3X4 T1 =5X6 =3X4 8 =4X6
W1 W1 W W
(a) (a)
Z
M
W1 W2 W2 W1 W1
B1 =6X6 62 =3X8 =6X6 61 1113X6
1113X6
26'9-3/8"
R=1473# U=558# W=5-1/2" R=1473# U=558#
(Rigid Surface) H=H1
DESC. = A35 SEQ= 105264
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270002
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" FLAT
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A36 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 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 ll,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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 of
web 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.
Truss must be installed as shown with top chord up. 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 1473 lbs.
=4X6 =3X4 T1 =5X6 =3X4 T1 =4X6
W 1 W 1 W (a) W
N(a)
M
W1 W2 W2 W1 W1
B1 =6X6 62 =3X8 =6X6 61 1113X6
1113X6
26'9-3/8"
R=1473# U=543# W=5-1/2" R=1473# U=543#
(Rigid Surface) H=H1
DESC. = A36 SEQ= 105268
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270002
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" FLAT
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A37 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS Special loads
Bot chord 2x4 SP#2 B2 2x4 SP SS; ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 W2 2x4 SP SS; 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
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT Il,EXP C, TC:178.23 lb Conc.Load at 0.84,2.84,4.84,6.84
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 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
Wind loads and reactions based on MWFRS. 8.84,10.84,12.84,14.84,16.84,18.84,20.84,22.84,24.84
(J)Hanger Support Required,by others End verticals not exposed to wind pressure.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. Truss must be installed as shown with top chord up.
Provide hanger or special connection at right end of truss for 2245 lbs.
=5X8 T1 =5X6 1112X4 T2 =5X6 =3X6 T3 =4X10
W1 W1 W W W
M
05 W1 W2 W3 W1 W1 W1
M
=4X10 =H0710 62=3X6 =7X6 63 1113X6
1113X6 8
26'9-3/8"
R=2373# U=1185# W=5-1/2" R=2245# U=1113#
(Rigid Surface) H=H1
DESC. = A37 SEQ= 105280
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 270002
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)975-338D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 f'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" FLAT
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/A38 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#23 Complete Trusses Required
Bot chord 2x6 SP SSS p a
Webs 2x4 SP#3 W 1 2x6 SP SS;W2,W7 2x4 SP#2;
W8 2x4 SP SS;W10 2x8 SP SS;
Special loads Nail Schedule:0.128"x3",min.nails
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) BotTop Chord:1 Row @ 3.0" .c.
TC:From 93 plf at 0.00 to 93 plf at 7.02 We Chord:2 Rows @"o.c.o.c.(Each Row)
TC:From 47 plf at 7.02 to 47 plf at 18.69 Webs :i Row a 4"o.c.
BC:From 20 plf at 0.00 to 20 plf at 7.06 Repeat nailing as each layer is applied.Use equal spacing
BC:From 10 plf at 7.06 to 10 plf at 18.69 between rows and stagger nails in each row to avoid splitting.
BC:2266.42 lb Conc.Load at 7.06 170 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,
BC:1654.09 lb Conc.Load at 9.06 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
BC:2996.61 lb Conc.Load at 11.06
BC:3036.79 lb Conc.Load at 13.06 Wind loads and reactions based on MWFRS.
BC:3441.70 lb Conc.Load at 15.14
BC:2878.01 lb Conc.Load at 17.06 Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
(a)Continuous lateral restraint equally spaced on member.
18'8-1/4"
Defle lion meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
1112X4
T2
�6X10 10
12 a) o
5.5 p :3X
io
W8 a
a) 0o 5X6 9
W5 W6
T1
=5X10
0 5X Wq B2
W2 W 1116X10(R)
2X4(A1 W1 I�
6-5/i61, _ 1
5X6 =6X10 III 3X10
1114X5 8-
2' 168-1/4"
f 13'11" } 1 } 3'9-1/4"
R=7031# U=2779# W=8" R=10695# U=4126# W=7-1/4"
(Rigid Surface) (Rigid Surface)
DESC. = A38 SEQ= 105408
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 PLIES=3 TOTAL=3 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 18o8oa
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-t198D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 f'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 sEaCHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" MONO
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
JGb:(20HS209)/B1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4SP#2 2 Complete Trusses Required
Bot chord 2x8 SP SS
Webs 2x4 SP#3 W 1 2x6 SP SS;W6 2x4 SP SS;
W8 2x8 SP SS;
Rt Bearing Leg:2x4 SP#3; Nail Schedule:0.128"x3",min.nails
Top Chord:1 Row @12.00"o.c.
Special loads Bot Chord:1 Row @ 4.00"o.c.
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs :1 Row @ 4"o.c.
TC:From 93 plf at 0.00 to 93 plf at 7.06 Use equal spacing between rows and stagger nails
TC:From 47 plf at 7.06 to 47 plf at 18.31 in each row to avoid splitting.
TC:From 92 plf at 18.31 7.066 to 10 plf at 23.11 plf at 35.36
.0 too 200 170 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,
BC:From 10 plf at 7
BC:From 20 plf at plf at wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
.1
BC:From 20 plf at 23.11 to 20 plf at 35.07 BC:596.97 lb Conc.Load at 7.06 Wind loads and reactions based on MWFRS.
BC:660.87 lb Conc.Load at 9.06 BC:1513.35 lb Conc.Load at 11.06,13.06 Right end vertical not exposed to wind pressure.
BC:1521.41 lb Conc.Load at 15.06,17.06 Left cantilever is exposed to wind
BC:2910.83 lb Conc.Load at 19.06,21.06
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
r 18'3-11/16" 17'0-11/16" -I
12
5X61112X4 Q 3.89
T2 T3
12 0 5X8 z 5X6
5.5
T4
05X6 W5 W
4X6(R)
T1 W8
W3 W6 W10 W1 M1 T�
5o 4X6 W 4 27-318"
W
4X5(A1 W 2 =2X4 co
6-F/16" T
i
B1
15X6(R) =10X10 4X5(R) =6X6 =3X4O 3X5
III X5 B2 =3X8 B3
2' 17'2" 16'2-3/8"
f
350-7/8"
f 354-3/8" _
R=3781# U=1454# W=8" R=11724# U=4059# W=11-5/16" R=1032# U=383# W=3"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
DESC.= 131 SEQ= 112147
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0°ay0(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 350406
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAf4 sEaCHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/B2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T3,T4 2x4 SP#2; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W3 2x4 SP SS;W8 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
Rt Bearing Leg:2x4 SP#3; wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member design.
(a)Continuous lateral restraint equally spaced on member. Right end vertical not exposed to wind pressure.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
MWFRS loads based on trusses located at least 15.00 ft.from roof edge.
17'6-5/16" 17'10-1/16"
X6 12
Q 3.89
T2 T3
6X6
12
5.5 08X8 W8
tO (a) �
W 3X4 T4
T1 (a)
cc50 W5 W6 W10 W1 /3X4(R)
W12 M1 2-0-1i16-
W W j zasns^
=3X4 B2B1 W7 T
6-5/16! 5X a 1/4
=rael
3X4 III7X6(R)_9 B3 =5X6 B4 3X5(R)
2' 1
1 165-9/16" 17'10-13/16"
4'9-1/2" 7 10, 7 20'3-3/8"
354-3/8" _I
R=972# U=165# RL=315/-270# W=8" R=2202# U=392# W=6-13/16" R=895# U=238# W=3"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
DESC.= B2 SEQ= 112149
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 350406
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/B3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T3,T4 2x4 SP#2; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W3 2x4 SP SS;W9 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
Rt Bearing Leg:2x4 SP#3; wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left cantilever is exposed to wind Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member.
MW FRS loads based on trusses located at least 15.00 ft.from roof edge. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
168-3/8" 18,8"
5X6 12
Q 3.89
T2 T3
12 a 5X6
5.5
N 45X
(aW1 3X4 T4
00
W5 W6 9 W1
Will 4
W13 M1 T
=3X4 61 W =3X4 1 T T.
21-v2^
s-5Tia( =3X4 9_1/4"
3X4 =3X4
rael B3 =5X6 B4 3X5(R)
2' 1 163" 18'1-3/8"
4'9-1/2" } 10, } 20'3-3/8"
f 354-3/8" _
R=994# U=170# RL=305/-274# W=8" R=2154# U=372# W=8" R=910# U=224# W=3"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
DESC.= B3 SEQ= 112112
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
L0�.a►.m■ temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
�.+4'71. a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 350406
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/B4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T3 2x6 SP SS; All plates are 5X6 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W3,W9 2x4 SP SS;W 14 2x6 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 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
(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.
15' 18'3-1/4" _I
T3 12
Q T2 T4 3.89
12
5.5 W6
io
T1 (a)W1 3X4 T5
1112X4 W5 (fig
W11 W1
1112X4 113X4
=3X4(B1 W B2 1112X4 3X8 =3X4 V5�^
6-5Ti66^ 14_L
1112X4 1112X4
3X4 =3X4 B3 B4 1114X6(R)
2' 1 163" 181-3/8"
4'9-1/2" } 10, } 20'6-7/8" _I
354-3/8" _
R=948# U=168# RL=278/-261# W=8" R=2237# U=372# W=8" R=893# U=237# W=9-15/16"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
DESC.= B4 SEQ= 103879
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 350406
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/B5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 3X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W3 2x4 SP SS;W9 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
Rt Stub Wedge:2x4 SP#3; wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left and right cantilevers are exposed to wind Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load. (a)Continuous lateral restraint equally spaced on member.
MWFRS loads based on trusses located at least 7.50 ft.from roof edge. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
13' 5'3-1/2" 10�1/�6" 16'9-13/16" —I
T3
e5X6 T2 =5XEi @ 5X6 12
Q 3.89
12
5.5 T4
T1 Z6W
6X6
h a0
1112X4 W51 W12 (a)W1 T5 m
1112X4
W14
EE X4(B1 W =3 W 1113X5(G1)
6-5Ti6^ 5X B2 1112X4 7-t/2^
1 2X4 1112X4 =3X10 =3X5 B4
B3 1112X4
2' 15'3" 16'2-3/4" 2'6-114�
4'9-1/2" 10, } 212-1/2" _I
36' _
R=995# U=356# RL=251/-250# W=8" R=1992# U=627# W=8" R=1150# U=394# W=11-5/16"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
DESC.= B5 SEQ= 103895
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 36
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/B6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 3X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W3 2x4 SP SS;W8 2x4 SP#2; 170 mph wind,15.00 it 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(+/-)=0.18
Left and right cantilevers are exposed to wind
Wind 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 7.50 ft.from roof edge.
r 11' 9'3-1/2" 3'8-5/8" 10'3-9/16"
1115X6 R T2 X6
i1112X4
T3 12
T5.5 Q 3.89
io T1 W5 W W8 W ///4X5(SRS)(R) T
T
T4 �
IUD 1112X4W3 W4 W11
( )M
=3X4(B1 B2 =3X8 1112X4 W7 W3X4 B1 5X 1112X4 real B3 =3X8 =3X5
B4 1112X4
2' 163" 142-3/4" 2'9-15/1
4'9-1/2" } 10, } 19'6-3/16" _I
34'3-11/16" _
R=1000# U=351# RL=212/-214# W=8" R=1877# U=598# W=8" R=1084# U=356# W=11-5/16"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
DESC.= B6 SEQ= 103902
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1875
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 340311
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/B7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W3 2x4 SP SS;W8 2x4 SP#2; 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(+/-)=0.18
Left and right cantilevers are exposed to wind
Wind 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 7.50 ft.from roof edge.
(�— 9' 13'3-1/2" } 66-9/16" } 3'5-5/8"�}
T2
%4X5 R =3X4 =3X4 =5X6
12
5.5
T1 W5 W 12
03X W6 W8 W10 T3 Q 3.89
T4
W3 W4 W9 //4X5(SRS)(R)
=4X6 P =3X4(B1)T
3X4(131 =3X8 B2 W714X5(R) VV12 1'7-13/16"
1
79 B3 =5X8 B4
3X4
2' 15'3" 12'2-3/4" 2'9-15/16"�{
B1
4'9-1/2" } 10, } 17'6-3/16" _
32'3-11/16"
R=1057# U=368# RL=175/-176# W=8" R=1620# U=521# W=8" R=1026# U=338# W=7-11/16"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
DESC.= B7 SEQ= 103906
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 320311
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/B8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T2,T3 2x4 SP SS; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W1,W9 2x6 SP SS;W7 2x4 SP#2; Special loads
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
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, TC:From 93 plf at 0.00 to 93 plf at 15.06
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 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
Wind loads and reactions based on MWFRS. 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
Left and right cantilevers are exposed to wind BC:From 20 plf at 24.15 to 20 plf at 31.29
TC:476.16 Ib Conc.Load at 7.03
Bottom chord checked for 10.00 psf non-concurrent live load. TC:186.29 Ib Conc.Load at 9.06,11.06,13.06
TC:178.23 Ib Conc.Load at 15.06,16.23,18.23,20.23
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. 22.23
TC:461.06 Ib Conc.Load at 24.26
BC:120.66 Ib Conc.Load at 7.03
BC:68.26 Ib Conc.Load at 9.06,11.06,13.06
BC:63.68 Ib Conc.Load at 15.06,16.23,18.23,20.23
22.23
BC:110.12 Ib Conc.Load at 24.26
r T + 17'3-1/2" + T
12 E55X8 T2 =5X6 =5X12 T3 ///5X6(R)
5.5 T1
03X W W6 W
W7 W9 W11 T1
,4X 2 W5 W10 :3X6
co
co W
aE3X4(B1 W =3X4 B2 =4X12 W8 =3X4 W1 =3X4(B1)
6-55%6^
=6X10 63 =6X8 B4
=3X6 IIIAX5
2' 15'3" 12'0-1/2" 2'
B1
4'9-1/2" } 10, { 16'6" _I
31'3-1/2" _I
R=1800# U=714# W=8" R=3183# U=1453# W=8" R=1225# U=461# W=8"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
DESC.= B8 SEQ= 103927
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 310308
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 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 11,EXP C,
Bot chord 2x6 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W4 2x4 SP SS;
Wind loads and reactions based on MWFRS with additional C&C member design.
Left and right cantilevers are exposed to wind
Calculated 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.
13'10-5/8" 13'10-5/8"
=4X5
1112X4
=3X =3X4
12 T1
5.5 1112X4 1112X4
io
T1
o W3
io
o3X6 101 W3 3X6
W2
2X4(A1 W1 W =2X4(A1)
6-5116" ull
j B1 =8X8 B2 =8X8 B1
riilrl
1113X5 1113X5
2' 23'9-1/4" 2--1
27'9-1/4" _I
R=1776# U=233# RL=271/-271# W=8" R=1776# U=233# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = C1 SEQ= 105410
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yrA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7rtF.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 27o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 EEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
Bot chord 2x6 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W4 2x4 SP SS;
Wind loads and reactions based on MWFRS with additional C&C member design.
Left and right cantilevers are exposed to wind
Calculated 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.
13' 1'9-1/4" 13'
T2
1114X5 R ///4X5(R)
3X IIII2X43X4
12
5.5 � S1112X'4�5� 2X4
10
03X6 10, W3 3X6
2X4(A1 W1 W =2X4(A1)
6-5/i6"
j B1 =8X8 B2 =8X8 B1
riilrl
1113X6 1113X6
2' 23'9-1/4" 2--1
27'9-1/4" _I
R=1776# U=257# RL=254/-254# W=8" R=1776# U=257# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = C2 SEQ= 105412
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 27o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 2x4 SP#2; (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements.
Bot chord 2x6 SP SS
Webs 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,
Left and right cantilevers are exposed to wind wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Calculated horizontal deflection is 0.19"due to live load and 0.23"due to dead load. Wind loads and reactions based on MWFRS with additional C&C member design.
Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. (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.
127-3/4" 2'5-3/4" 127-3/4"
T2
1112X4((**) N4X5ff)
1114X5 R 1112X4*)
3X5 =3X5
T1
5.5 1112X4 1112X4
M W3 E T1
io
o3X6 10, W3 1$�3X6
W2
2X4(A1 W1 W =2X4(A1)
6-5116"
j B1 =8X8 B2 =8X8 B1
riilrl
1113X6 1113X6
2' 23'9-1/4" 2--1
27'9-1/4" _I
R=1776# U=267# RL=247/-247# W=8" R=1776# U=267# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= C3 SEQ= 105414
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
**WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
""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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7rtF.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 27o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 it mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 it from roof edge,RISK CAT II,EXP C,
Bot chord 2x6 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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 1 Od Box or Gun(0.128"x3",min.)nails
Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. @ 6"oc.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
MWFRS loads based on trusses located at least 7.50 ft.from roof edge.
11' 69-1/4" 11'
%4X5 R T2 N4X5(R)
12 03X4 5 (a) 1112X4 In W �-z3X4
5.5 T1
io
h W3 _ T1
tb
`D 03X6 101
� W3 �3X6
W2
2X4(A1 W1 W =2X4(A1)
6-5/i6" 112" EH
j B1 1114X6(R) =5X6 1114X6(R)
1113X6 B2 1113X6
2' 23'9-1/4" 2'
27'9-1/4" _I
R=1776# U=526# RL=214/-214# W=8" R=1776# U=526# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = C4 SEQ= 105321
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 27o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T2 2x6 SP SS; All plates are 3X6 except as noted.
Bot chord 2x6 SP SS
Webs 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 ll,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left and right cantilevers are exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
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.
r 101 0-5/8" *-7/8" mle 6' 9'
=4X5
`rm
�III3X4 2X 4 �
=6X6
12 ag
5.5 T Q0M
T4
CISW5
2X4(A1 W1 W2 I -5I
W =2X4(A1)
6-5116
j B1 1114X6(R) =5X6 1114X6(R)
2' 23'9-1/4" B2 2'
27'9-1/4" _I
R=1775# U=517# RL=211/-208# W=8" R=1773# U=521# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = C5 SEQ= 105319
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7rtF.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 27o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T4 2x4 SP SS; Special loads
Bot chord 2x6 SP SS ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 W 1 2x6 SP SS;W8 2x4 SP#2; 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
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C, BC:From 10 plf at 19.83 to 10 plf at 20.74
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:From 20 plf at 20.74 to 20 plf at 27.77
TC:515.33 lb Conc.Load at 20.74
Wind loads and reactions based on MWFRS. BC:1157.28 lb Conc.Load at 19.83
BC:146.44 lb Conc.Load at 20.74
Left and right cantilevers are exposed to wind
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.
9' 3'9-1/4" 2' 6' T
=4X8 T2 1114X5(R) T3
12 =6X10(SRS) T4
5.5 =5X6
T1 W3 W3
io
M W6 W6 T5 0
03X W4 W ;W7 �4X10 2
v
W2 =2X4(A1) SO
W1
rm In
6-5/i6"
B1 1114X6(R) =4X10=5X6 1112X4 62=6X10
1113X5 1114X6
2' 23'9-1/4" 2--1
27'9-1/4" _I
R=1989# U=681# W=8" R=2973# U=991# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= C6 SEQ= 103585
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 27o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T3 2x4 SP#2; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W2 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Special loads
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Left and right cantilevers are exposed to wind
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 Bottom chord checked for 10.00 psf non-concurrent live load.
TC:100.00 lb Conc.Load at 10.67,14.67
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
Wind loads and reactions based on MWFRS with additional C&C member design.
MWFRS loads based on trusses located at least 15.00 ft.from roof edge.
1 107-3/4" DIM4,3" 1119-1/81, _I
T3
:5X8 T2 =3X4\4X5
124=_�6
5.5 pt I W7 �3X4
W6
Cc Cc =5X8rb
T4
v
n
5X6 3X6
B2 W9 W11 W
3X4(131 W1 =3X4(B1)
6-5i16
B1 =3X10
=3X5 B3 1113X4
�—2' 23'9-1/4" 2'
8'8" 8' } 111-1/4" _I
27'9-1/4" _I
R=1697# U=505# RL=225/-228# W=8" R=1656# U=507# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= C7 SEQ= 104366
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 27o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T1 2x4 SP SS; All plates are 2X4 except as noted.
Bot chord 2x4 SP#2 B1 2x4 SP SS;
Webs 2x4 SP#3 W2 2x4 SP#2; 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(+/-)=0.18
Special loads
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Left and right cantilevers are exposed to wind
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 Calculated horizontal deflection is 0.16"due to live load and 0.17"due to dead load.
TC:100.00 lb Conc.Load at 10.67,14.67
Bottom chord checked for 10.00 psf non-concurrent live load.
Wind loads and reactions based on MWFRS with additional C&C member design.
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.
87-3/4" } 4'3" 3'1-3/8" } 1119-1/81, _I
=4X10
T3
T2
=5X6 %5X6 R W
12 5.5 3X4
� Wg W
T1 W7 T4
W
"' ro = X
r;
06X8 =4X12 Wil S'3X6
B2
=6X10 iv W6 W1P W14 W
3X4(B1 W1 =3X4(B1)
B1 III3X5 =3X10
=3X4 B3 1113X4
�—2' 23'9-1/4" 2'
8'8" } 8' } 111-1/4" _I
27'9-1/4" _I
R=1697# U=505# RL=228/-229# W=8" R=1656# U=507# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= C8 SEQ= 104368
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 27o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C9 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2,T3 2x4 SP#2; All plates are 2X4 except as noted.
Bot chord 2x4 SP SS B3 2x4 SP#2;
Webs 2x4 SP#3 W2,W4 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Special loads
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Left and right cantilevers are exposed to wind
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 Calculated horizontal deflection is 0.23"due to live load and 0.25"due to dead load.
TC:100.00 lb Conc.Load at 10.67,14.67
(a)#3 or better scab reinforcement.Same size&80%length of web member.Attach with 10d Box or Gun(0.1 28"x3",min.)nails
Wind loads and reactions based on MWFRS with additional C&C member design. @ 6"oc.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
MWFRS loads based on trusses located at least 15.00 ft.from roof edge.
f 67-3/4" 4'3" } 61-3/8" } 1119-1/81, _I
w5X6(R1)
T3
jil
T2
12 ;5X6 :8X12 SRS �3X4
5.5 (a)
W8 4X10 T4
n T1 7
00
06X8 2 =5X6 3X6
W13
=6X12 N W6 W11 W
=3X4(B1 W1 =3X4(B1)
6-s%6'
B1 III3X5 =3X10
=3X4 B3 1113X4
�—2' 23'9-1/4" 2'
8'8" } 8' } 111-1/4" _I
27'9-1/4" _I
R=1697# U=505# RL=228/-229# W=8" R=1656# U=507# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = C9 SEQ= 105337
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 27o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C10 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T2 2x6 SP SS; Special loads
Bot chord 2x6 SP SS ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 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
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C, TC:From 93 plf at 6.19 to 93 plf at 27.77
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 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
Wind loads and reactions based on MWFRS. BC:From 20 plf at 6.19 to 20 plf at 27.77
TC:-5.25 lb Conc.Load at 4.65
Left and right cantilevers are exposed to wind TC:123.03 lb Conc.Load at 5.06
BC:-61.53 lb Conc.Load at 4.65
(a)#3 or better scab reinforcement.Same size&80%length of web member.Attach with 10d Box or Gun(0.128"x3",min.)nails BC:149.49 lb Conc.Load at 5.06
@ 6"oc. BC:590.29 lb Conc.Load at 6.19
Bottom chord checked for 10.00 psf non-concurrent live load. (b)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T"reinforcement.80%length of
web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
47-3/4" } 4'3" } T1-3/8" } 1119-1/81, _I
///4X5(R1)
T3
T2 W 7 �3X4
5.5 12 VWX10(SRS)(R) T4
:5X6 (a) =4X1 20 054X6 W3 N/ !7gW8
tl-��3X5
r- W10
tlli =2X4(A1 W5 W =2X4(A1)
A 6-5/i6"
=4X10 B1 1112X4 =4X5 1112X4 61 =5X8
1113X5 1113X4
2' 23'9-1/4" 2--1
27'9-1/4" _I
R=2173# U=670# W=8" R=1688# U=570# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = C10 SEQ= 105402
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yrA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 27o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C12 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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 and
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. 0-0-0 overhang.Right side jacks have 5-0-0 setback with 0-0-0 cant and 0-0-0 overhang.
Provide hanger or special connection at right end of truss for 1409 lbs.
7' 7'9-1/4" 5'
=5X6 1112X4 T2 =4X8
12
5.5 T1
0
W3 W3 W T3
3 X 6 �4X5
M W4 W3
W2
3X4(B1 W 1 W6sns°
sLIU 1
B1 1114X6(R) =5X6 1114X6(R) 1113X6
1112X4 B2
2' 17'9-1/4"
19'9-1/4" -
R=1737# U=614# W=8" R=1409# U=499#
(Rigid Surface) H=H1
DESC. = C12 SEQ= 103574
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 19o9oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIPS
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/C13 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 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,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
(J)Hanger Support Required,by others
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and U240 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.
1119-1/8" 919-1/8"
///4X5(R1)
T1
9
12 0 3X4
5.5 W6
T2
W4
m W3 —4X6 �3X4
3X5
//3X5(R)
W2 W
3X4(B1 W1 W8 �'gslns°
s 111 1
B1 =6X6 1112X4 B2 =3X5 III3X6
111 2X4
2' 19'6-1/4"
21'6-1/4" _
R=1364# U=207# RL=220/-199# W=8" R=1077# U=169#
(Rigid Surface) H=H1
DESC.= C13 SEQ= 105418
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 2losoa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAI4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/D1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,18.89 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W1 2x6 SP SS;
Wind 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 of
web 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.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
MWFRS loads based on trusses located at least 9.44 ft.from roof edge.
j= 10'3-3/4" + 10'3-3/4" —I
=4X5
12 T1
5.5
0 3X5 W 3X5
T1
N
(o
W
W4
a
1113X4 W3 W2 1113X4
t,5_5 W W 1
B1 =5X6 B2 =3X4
113X6(R) 1113X6(R
20'7-1/2"
R=1208# U=405# RL=197/-197# W=7-5/8" R=1208# U=405# W=7-5/8"
(Rigid Surface) (Rigid Surface)
DESC. = D1 SEQ= 104020
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yrA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 200708
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-d98D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 fI design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 EEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/D2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,18.43 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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 of
Bottom chord checked for 10.00 psf non-concurrent live load. web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"oc.
MWFRS loads based on trusses located at least 9.21 ft.from roof edge. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
12'3-3/4" 12'3-3/4"
=4X5
12 T1
5.5 �
goo 3X5 W :3X5
iv T 1
ro W
W4
1112X W3 W 1112X4
3X4(B1 W1 =3X4(B1)
B 1 =5X6 =3X4
=3X4 B2 =3X4
2' 207-1/2" 2'
247-1/2" _
R=1401# U=461# RL=236/-236# W=7-5/8" R=1401# U=461# W=7-5/8"
(Rigid Surface) (Rigid Surface)
DESC.= D2 SEQ= 104374
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 2ao7os
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/D3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,18.13 it mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 it from roof edge,RISK CAT 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left and right cantilevers are exposed to wind
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 9.06 ft.from roof edge.
11' 27-1/2" 11'
T2
%4X5 R N4X5(R)
12 T1
5.5 �3X4
�3X W4
io
ch T1
m W
� W4
1112X W3 W 1112X4
3X4(B1 W1 =3X4(B1)
6-5%is'
1 B1 =3X4 =3X4 =3X4 B1
3X4 =3X4
2' 207-1/2" 2'
247-1/2" _
R=1401# U=462# RL=211/-211# W=7-5/8" R=1401# U=463# W=7-5/8"
(Rigid Surface) (Rigid Surface)
DESC.= D3 SEQ= 104376
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 2ao7os
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIPS
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/D4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,17.67 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left and right cantilevers are exposed to wind
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 8.84 ft.from roof edge.
9' mia 67-1/2" 9'
%5X6 R T2 1117X6(R)
12
5.5 �
T1 W3 W
M T1
'v
0 3X5 W 3 Z 3X5
W2
3X4(B1 W1 �Itl1 =3X4(B1)
6-5/�6'
=6X6 =3X5
1113X4 B2 III3X4
2' 207-1/2" 2'
f 24'7-1/2" _
R=1399# U=465# RL=173/-173# W=7-5/8" R=1399# U=465# W=7-5/8"
(Rigid Surface) (Rigid Surface)
DESC.= D4 SEQ= 104031
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 2ao7os
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIPS
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/D5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,17.21 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W1 2x6 SP SS;
Wind 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 vent.
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 and
0-0-0 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.
j= 7' + 107-1/2" + 7'�j
12 =6X6 1112X4 T2 =6X6
5.5
T1 W3 W3 W T1
;4X6W W44X6coW3co W2
=3X4(B1 1 W1 =3X4(B1)
fis%s
1115X6(R) =6X6 1115X6(R)
1113X4 B1 B1 III3X4
2' 207-1/2" 2'
f 24'7-1/2" _
R=1957# U=773# W=7-5/8" R=1957# U=773# W=7-5/8"
(Rigid Surface) (Rigid Surface)
DESC.= D5 SEQ= 104037
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 2ao7os
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIPS
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/E1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT ll,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W5 2x6 SP SS;
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
8'10" } 27-1/4" } 6'10" -I
1114X5 R T2 1114X5(R)
12
5.5 T1
W 3 T3
20
r;
m
3X4 W g : =_�4X8(R)
W2
3X4(B1 W 1 WSsns°
rMLi F9
B1 =3X4=3X4 =3X4 B2
1ll2X4 1113X 3
2' 16'3-1/4"
f 18'3-1/4" _I
R=1225# U=385# RL=163/-142# W=8" R=931# U=311# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= E1 SEQ= 104105
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 18o3oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIPS
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/E2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T2 2x4 SP SS; 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=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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 vent.
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 and
0-0-0 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.
7' 6'3-1/4" 7'
;5X6 T2 =5X6
Fz-
12
5.5 � T1
W3
T1
3X6 3X6
co W3
W2
3X4(B1 W1 W1 =3X4(B1)
6-sT s
1 B1 1114X6(R) =3X4 1114X6(R) B1
1112X4 16' 1112X4
2' 3-1/4" 2'
20'3-1/4" _I
R=1576# U=551# W=8" R=1576# U=551# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= E2 SEQ= 105404
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 200304
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIPS
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/E3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 2X4 except as noted.
Bot chord 2x4 SP#2 B2 2x4 SP SS;
Webs 2x4 SP#3 W 13 2x6 SP SS; (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements.
Special loads
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
TC:From 93 plf at 0.00 to 93 plf at 18.27 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
BC:From 20 plf at 0.00 to 20 plf at 18.27
BC:100.00 lb Conc.Load at 9.64,12.64 Right end vertical not exposed to wind pressure.
Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non-concurrent live load. Calculated horizontal deflection is 0.12"due to live load and 0.15"due to dead load.
MWFRS loads based on trusses located at least 7.50 ft.from roof edge. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
j= T10-1/2" + 2' ��3-1/8"+ 52-1/8" _I— 1'11-1/2"
T2 T3=4X5
1114X5 R %4X5 R
W8
12 W5 W :3X5 T4
5.5 O
T1
m =2X4(**) T5
=o go3X10 1 �4X12
ao
=3X4 B2 =3X10 1113X6
W4 13=
iv W 3
3X4(B1 N
Ti
6-_ s
1 B1 1113X4(R) 1113X4(R) 63
=3 4 III X6(R
2' 163-1/4"
77-5/8" } 7' } 37-5/8"
18'3-1/4" _I
R=1285# U=381# RL=159/-118# W=8" R=980# U=301# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= E3 SEQ= 104378
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
**WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC ILL 30.Opsf REF
""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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 18o3oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/E4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 2X4 except as noted.
Bot chord 2x4 SP#2 B2 2x4 SP SS;
Webs 2x4 SP#3 W 12 2x6 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(+/-)=0.18
Special loads
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Right end vertical not exposed to wind pressure.
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 Left cantilever is exposed to wind
BC:100.00 lb Conc.Load at 9.64,12.64
Calculated horizontal deflection is 0.14"due to live load and 0.14"due to dead load.
Wind loads and reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets U360 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.
r 610-1/2" 2' + 3'3-1/8" + 32-1/8" + 3'11-1/2"
=4X5
T3
T2 T4
1114X6(SRS)(R W8 =5X12(SRS)
1114X5 R T5 1113X4
12 T1 W4 W7 W11
5.5 go3X10 1
12_
=3X4 B2 =3X10 =5X6
N Ci)
W 3 Cl)iv W6 W6
3X4(B1
6-ST s
1 B 1 1113X4(R) 63
2 —3 4 16'3-1/4" 1113X¢
77-5/8" } 7' } 37-5/8"
18'3-1/4" _I
R=1285# U=375# RL=149/-88# W=8" R=980# U=321# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= E4 SEQ= 104380
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 18o3oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/E5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T1 2x4 SP SS; All plates are 2X4 except as noted.
Bot chord 2x4 SP SS B3 2x4 SP#2;
Webs 2x4 SP#3 W6 2x4 SP#2;W 13 2x6 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(+/-)=0.18
Special loads
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind loads and reactions based on MWFRS.
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 Right end vertical not exposed to wind pressure.
TC:-72.78 lb Conc.Load at 3.87
BC:-88.89 lb Conc.Load at 3.87 Left cantilever is exposed to wind
BC:100.00 lb Conc.Load at 9.64,12.64
Calculated 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.
310-1/2" + 2' + 63-1/8" 12-1/8" I 611-1/2" _I
-4X5 T4
=5X6 TS 1113X4
"_-4X81
Tin 1
9 Uji
T2
(a)`° 121118X8(R Will
13
5.5 T1 1114X5 R i�
�3X4 1113X8 =4X10 =5X6 c l
v
W3 W W6 B2
N =3X4(B1 W1 W W12
ssTs
1 B1 = rm
3X8 III5X6(R) B3
1113X
2' 163-1/4"
77-5/8" } 7' } 37-5/8"
18'3-1/4" _I
R=1127# U=339# W=8" R=986# U=299# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= E5 SEQ= 104382
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 18o3oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209) /H1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Special loads
Bot chord 2x4 SP#2 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 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
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C, TC:51.14 lb Conc.Load at 4.18
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:-35.35 lb Conc.Load at 4.18
Left cantilever is exposed to wind Wind loads and reactions based on MWFRS.
(J)Hanger Support Required,by others Right end vertical not exposed to wind pressure.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
Provide hanger or special connection at right end of truss for 870 lbs.
4'1-3/4" 7 2'3-1/2"
1112X4
T3
3X4
W8
oD
r;
t-
W6
T2
TT 12 1114X5 R 1114X5(R
5
T .5 T1 M W7
3X4
W3 W
W5
N =3X4(B1 W1 W2
6-sT sLi 1 =3X8 =3X4 =3X4 62 1113X5(R)
1112X4 B1
2' O 1610-1/4"
17'10-1/4" _
R=1174# U=374# W=8" R=870# U=294#
(Rigid Surface) H=H1
DESC.= H1 SEQ= 105395
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 171 ooa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
POMPAf40 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209) /H2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2,T4 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
Bot chord 2x4 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
Right end vertical not exposed to wind pressure.
Calculated 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 of
web 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.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
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.
6'1-3/4" 2'3-1/2" 8'4-3/4" _1'0-1-.1
T4
=5X6 1112X4
T3
3X4
T2
12 5.5 %4X5 R =5X W5 N
�
T1 (a) W7
W4 W6
20 1112X4
v
ih
3X4(B1
B1 =3X4 1112X4 =3X4 B2 =3X4 1113X5
3X4
2' 1610-1/4"
17'10-1/4" _
R=1211# U=190# RL=216/-67# W=8" R=911# U=255#
(Rigid Surface) H=H1
DESC.= H2 SEQ= 105391
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 171ooa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/H3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 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 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
(J)Hanger Support Required,by others
Right end vertical not exposed to wind pressure.
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 951 lbs.
81-3/4" 2'3-1/2" 4'4-3/4" 3'0-1/4"
=5X6 T4
T3 Li
T2
%4X5 R =3X4 W
W7
12
5.5 T1 W3
W6
v 3X4 W
W2
3X4(B1 W 1
ssTs
1Li
=3X4 =3X4 B2 =4X5 1113X6(R)
2' B1 1610-1/4"
f 17'10-1/4"
R=1237# U=197# RL=183/-56# W=8" R=951# U=275#
(Rigid Surface) H=H1
DESC.= H3 SEQ= 105393
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 171ooa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209) /H4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS T2 2x4 SP#2;T3 2x6 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 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind Right end vertical not exposed to wind pressure.
Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. (J)Hanger Support Required,by others
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
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.
10'1-3/4" } 2'3-1/2"__43/1" 50-1/4"
,3X4 T2 =5X6 T3 1113X5 rrn
R)
1112X4
12
5.5 T1 VW4
W3
20 _
7
N
in u)
,3X4 W4
W2
3X4(B1 W 1
ssTs
1 B1 =3X4 =3X4 B2 =3X4 III3X5
1112X4
2' 1610-1/4"
f 17'10-1/4"
R=1221# U=165# RL=151/-47# W=8" R=940# U=226#
(Rigid Surface) H=H1
DESC.= H4 SEQ= 105420
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 171ooa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/H5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 3X4 except as noted.
Bot chord 2x4 SP#2
Webs 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(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
(J)Hanger Support Required,by others
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.
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 IDS.
9'6-1/2" 1'4-1/2" + 1, 977 3/8 611 1/4" —I
T3 T4
:2X4 1112X4 T2 1113X4 R)
5.5 T1
W3 W
v
ch
_o
v
W4 ZW4�
W2
3X4(B1 W 1 20
e- F-1 4 1
B1 B2 III3X6
1112X4
2' 1610-1/4"
17'10-1/4"
R=1160# U=213# RL=145/-54# W=8" R=868# U=282#
(Rigid Surface) H=H1
DESC.= H5 SEQ= 105422
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 171ooa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAf4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" MONO
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/H6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 3X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W3 2x4 SP#2; 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left cantilever is exposed to wind
Wind loads and reactions based on MWFRS with additional C&C member design.
(J)Hanger Support Required,by others
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 868 lbs.
8'11-314" 2'6" 4'11-1/4"
///4X5(R1) T2
�2X4 T3
N4X5(R)
12
5.5 T1
0
W 3 T4
M
W4 T
W2 ,0_
3X4(B1 W 1 690
Li
1
B1 =6X6 B2 III3X6
1112X4
2' 1610-1/4"
17'10-1/4"
R=1160# U=203# RL=161/-131# W=8" R=868# U=164#
(Rigid Surface) H=H1
DESC.= H6 SEQ= 105361
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 171ooa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/H7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 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,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
(J)Hanger Support Required,by others
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and U240 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.
8'11-3/4" 3'5-1/4" 1 2'6" 2'11-1/4"
///5X6(RI)
T2
12
5.5 T1 =5X6 T3 =4X5
W3
io
T4
n W 1112X4
3X4 T
T M
W2 W4 W6 bo iM
3X4(B1 W 1 Tao
Li
1
B1 =3X4 =3X4 B2 =3X4 1113X6(R)
1ll2X4
2' 1610-1/4"
17'10-1/4"
R=1160# U=202# RL=162/-135# W=8" R=868# U=172#
(Rigid Surface) H=H1
DESC.= H7 SEQ= 105365
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 171ooa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/H8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T2,T4 2x4 SP SS; Special loads
Bot chord 2x4 SP#2 B2 2x4 SP SS; ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 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
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C, BC:From 10 plf at 16.02 to 10 plf at 16.92
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:From 20 plf at 16.92 to 20 plf at 20.46
TC:71.69 lb Conc.Load at 16.02
Wind loads and reactions based on MWFRS. TC:-106.45 lb Conc.Load at 16.92
BC:30.83 lb Conc.Load at 16.02
Left and right cantilevers are exposed to wind BC:-106.14 lb Conc.Load at 16.92
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
j= 8'11-3/4" + 55-1/4" + 2'6" + T13-1/2"
///5X6(R1)
12 T2
5.5 T1
W3
EiE io
4X10(SRS)
T3 ///4X5(R)
3X4 Z-�:3X4
T
W4 T4
W2 W4 W5 W =3X4(B1)
3X4(B1 W 1 W1 iv
1
B1 =3X4 =3X4 62 1112X4 =3X8
1112X4O 1112X4
2' 16'5-1/2" 2'
20'5-1/2" _I
R=1163# U=397# W=8" R=1051# U=323# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= H8 SEQ= 105369
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 200508
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/H9 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT ll,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W1 2x4 SP#2;
Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load. Left and right cantilevers are exposed to wind
MWFRS loads based on trusses located at least 15.00 ft.from roof edge. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
6'11-3/4" 6'11-3/4"
///4X5(R1)
12
5.5 T1
W3
T1
1112X4 1112X4
2X4(A1 =2X4(A1)
T =4X 1
5-5/16"
0o 3X4 B 1 W 2 =4X6 �-z 3X4
1'SS/16"
B1
6- M1 M1
0-7/8" 1112X4 B2 =3X8 1112X4 0-7/8"
2�/r 13'6-3/4"
�811 1' I 107-1/2"
�2 8„ 2'�
f 13'11-1/2" _I
DESC. = H9 R=970# U=185# RL=215/-215# W=3-1/4" R=970# U=185# W=3-1/4" SEQ= 105359
PLT.TYP.-WAVE (Rigid SurfacebESIGNCRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=4 TOTAL=4 (Rigid Surface) REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 131108
TELL(954)975-3384 in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/H10 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 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,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3 W 1 2x4 SP#2;
Rt Level Return:2x4 SP#3; Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load. Left and right cantilevers are exposed to wind
MWFRS loads based on trusses located at least 15.00 ft.from roof edge. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
6'11-3/4" 6'11-3/4"
04X5(R1)
12
5.5 T1
W3
io T2
1112X4 1112X4
r;
v
=2X4(A1 =2X4(A1)
1 T 5 T =4X =4X-5/16"
B1 W2 B1 �3X4 iB
Li Li F M1 ss116
1112X4 B2 =3X8 1112X4 0-7J8"
2}3/8" 13'6-3/4" 2i3/8"
8" 1' } 107-1/2" 1 8" 2'
13'11-1/2"
R=773# U=117# RL=185/-165# W=3-1/4" R=986# U=189# W=3-1/4"
(Rigid Surface) (Rigid Surface)
DESC.= H10 SEQ= 105382
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.5000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 131108
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAI4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
JGb:(20HS209)/H11 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4SP#2 2 Complete Trusses Required
Bot chord 2x6 SP SS
Webs 2x4 SP#3 W 1 2x8 SP SS;W2,W5 2x4 SP#2;
W6 2x4 SP SS; Nail Schedule:0.128"x3",min.nails
Special loads Top Chord:1 Row @12.00"o.c.
------(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25)
Bot Chord:2 Rows @ 4.00"o.c.(Each Row)
TC:From 93 plf at 0.00 to 93 plf at 6.14 Webs :1 Row @ 4"o.c.
TC:From 47 plf at 6.14 to 47 plf at 13.56 Use equal spacing between rows and stagger nails
BC:From 20 plf at 0.00 to 20 plf at 6.14 in each row to avoid splitting.
BC:From 10 plf Cat Loa to 10 plf at 13.56 170 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,
BC:,994.67 lb Conc.Load at 8.06 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
BC:1994.67 lb Conc.Load at 8.06,10.06
BC:2167.15 lb Conc.Load at 12.06 Wind 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. Right end vertical not exposed to wind pressure.
(J)Hanger Support Required,by others
Provide hanger or special connection at right end of truss for 6725 lbs.
1112X4
12 i 8X8
5.5 � T1
W7
0 4X6
W5
r;
r,
W3 W6
0 4X8 W 4
W1 W2
1'5-5n6°
1115X8(R) 1116X8(R) 1114X10(R)
1113X10
im 13'6-3/4"
B1
R=4237# U=1502# W=8" R=6725# U=2386#
(Rigid Surface) H=H1
DESC.= H11 SEQ= 104255
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.2500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 130612
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-1198D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 f'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 sEaCHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" MONO
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209) /H12 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Special loads
Bot chord 2x4 SP#2 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 W1,W6 2x6 SP SS; 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
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C, BC:From 20 plf at 0.00 to 20 plf at 5.88
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:From 10 plf at 5.88 to 10 plf at 14.27
TC:357.67 lb Conc.Load at 5.88
Wind loads and reactions based on MWFRS. TC:217.95 lb Conc.Load at 7.06,9.06,11.06,13.06
BC:187.68 lb Conc.Load at 5.88
Bottom chord checked for 10.00 psf non-concurrent live load. BC:85.24 lb Conc.Load at 7.06,9.06,11.06,13.06
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Right end vertical not exposed to wind pressure.
610-1/2" 8'4-3/4"
=6X6 1112X4 T2 1114X5 R
Li LL I
12
5.5 T1
W3 W3 W
ao
rn
5X6 W 4 ;T
W6
� W2
W1
FM
LLU
1113X6 =4X5 =4X10 1113X6
814'3-1/4" POE
R=1345# U=527# W=8" R=1551# U=686# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= H12 SEQ= 104076
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.5000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 1ao3oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIP M
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/K1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,21.32 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left and right cantilevers are exposed to wind
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.
8'1-1/2" }Lm 81-1/2"
—4X5
12 T1
5.5 W3
0 3X4 3X4
20
T1
M
-v
W
W2
W1
3X4(B2 W 1 =3X4(B2)T6-7n 6
17
1112X4 =5XIS B1 1112X4
3,4„ 97„ 3,4„
B1
16,3„ _
R=963# U=394# RL=152/-152# W=8" R=963# U=394# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = K1 SEQ= 112135
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.20 SCALE=0.5000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 170900
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" CO M N
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/K2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Special loads
Bot chord 2x4 SP#2 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 TC:From 93 plf at 0.00 to 93 plf at 7.00
TC:From 47 plf at 7.00 to 47 plf at 9.25
170 mph wind,21.06 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT 11,EXP C, TC:From 93 plf at 9.25 to 93 plf at 16.25
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:From 20 plf at 0.00 to 20 plf at 7.03
BC:From 10 plf at 7.03 to 10 plf at 9.22
Wind loads and reactions based on MWFRS. BC:From 20 plf at 9.22 to 20 plf at 16.25
TC:460.42 lb Conc.Load at 7.03,9.22
Left and right cantilevers are exposed to wind BC:109.94 lb Conc.Load at 7.03,9.22
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
7' 2'3" 7'
1114X5 R T2 N4X5(RUJ
12
5.5 T1
3X5 W 4 �3X5
� T1
1112X4 1112X4
'crop W2 W4 W
W3
3X4(B2 W1 W2 W1 =3X4(B2)
T
6-7/1 6
1112X4 1112X4 =3X4 =3X4 =3X4 B1 1112X4 1112X4
2' 1'8" 9'3" 3'4"
B1
16'3" _
R=267# U=91# W=8" R=1472# U=658# W=8"
(Rigid Surface) (Rigid Surface)
R=1216# U=540# W=8"
(Rigid Surface)
DESC. = K2 SEQ= 112139
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.5000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 170900
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" HIPS
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
JGb:(20HS209)/FG1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 2 Complete Trusses Required
Bot chord 2x4 SP#2
Webs 2x6 SP SS W2 2x4 SP#2;W3 2x4 SP#3;
Special loads Nail Schedule:0.128"x3",min.nails
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Top Chord:1 Row @ 3.00"o.c.
TC:From 2 plf at 0.00 to 2 plf at 8.89 Bot Chord:1 Row @12.00"o.c.
BC:From 20 plf at 0.00 to 20 plf at 8.89 Webs :1 Row @ 4"o.c.
TC:772.74 lb Conc.Load at 0.73 Use equal spacing between rows and stagger nails
TC:970.07 lb Conc.Load at 2.73,4.73,6.73,7.82 in each row to avoid splitting.
Wind loads and reactions based on MW FRS. ('")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements.
Truss must be installed as shown with top chord up. 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=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Deflection 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.
=6X6 1112X4 T1 =6X6
W3
�- d=z=:�
W1
II ')
1113X4 g1 =6X10
8'10-5/8"
R=2284# U=350# W=8" R=2564# U=429# W=8"
(Rigid Surface) (Rigid Surface)
DESC.= FG1 SEQ= 104118
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=2 PLIES=2 TOTAL=4 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 81010
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAI4 sEaCHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" FLAT
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
JGb:(20HS209)/J83 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4SP#2 2 Complete Trusses Required
Bot chord 2x8 SP SS
Webs 2x4 SP#3 W 1 2x8 SP SS;W5 2x6 SP SS;
Special loads Nail Schedule:0.128"x3",min.nails
------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Top Chord:1 Row @12.00"o.c.
TC:From 93 plf at 0.00 to 93 plf at 2.94 Bot Chord:2 Rows @ 3.50"o.c.(Each Row)
TC:From 47 plf at 2.94 to 47 plf at 8.25 Webs :1 Row @ 4"o.c.
BC:From 20 plf at 0.00 to 20 plf at 2.46 Use equal spacing between rows and stagger nails
BC:From 10 plf at 2.46 to 10 plf at 7.79 in each row to avoid splitting.
TC:141.60 lb Conc.Load at 2.97 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
TC:2910.4 lb Conc.Load at 2.4 6.50 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
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 Wind loads and reactions based on MWFRS.
BC:32.18 lb Conc.Load at 5.00 BC:1388.78 lb Conc.Load at 6.46 Right end vertical not exposed to wind pressure.
(J)Hanger Support Required,by others
211-1/4" + 63-3/4" -I 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 4123 lbs.
5.5 2 1114X5 R =4X10 T2 1112X4
T1 Li
o4X5 W3 W
io
T W4 C6
T W3
W2 iv
W1
i
L1
'v
1113X10 =H0710 1113X10 1118X10(R)
8 W5
8'3"
fV
R=4057# U=1030# W=8" R=4123# U=1025#
(Rigid Surface) H=H1
DESC.= J83 SEQ= 105246
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 PLIES=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.5000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 80300
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAf4 sEaCHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" SPEC
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/EJ8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
R=224# U=81# NAILED
T1
12
5.5
co
N
V
1112X4
3X4(B1 W 1
6-5/1 6
B1
2,
1112X4
2'5-3/4" T 66-1/4" -I
8, _
R=655# U=99# RL=119/-37# W=8" R=88# U=22# NAILED
(Rigid Surface)
DESC.= EJ8 SEQ= 104165
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=9 TOTAL=9 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 8
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/J8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 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=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x6 SP SS
Wind 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.
MW FRS loads based on trusses located at least 30.00 ft.from roof edge.
R=279# U=45# RL=89/-27# NAILED
12 T1
5.5
io
iB
N
V
III2X4
io
W1
1113X5 g1
66-1/2" _I
6, _
R=339# U=88# W=8" R=120# U=5# NAILED
(Rigid Surface)
DESC.= J8 SEQ= 104167
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 6
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/EJ813 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 (**)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 ll,EXP C,wind TC DL=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load. Left cantilever is exposed to wind
MWFRS loads based on trusses located at least 7.50 ft.from roof edge. Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
R=229# U=130# NAILED
T1
m
12
5.5 N
Fh
io
N
V
1112X4(**
3X4
2
����3X4(B1 W 1 W 2
s-5/16•
2'
8
4'9-1/2" 3'2-1/2" _I
r 8' _
R=638# U=126# RL=178/-37# W=8" R=93# U=35# NAILED
(Rigid Surface)
DESC.= EJ8B SEQ= 104217
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=5 TOTAL=5 REV. 20.02.00A.1020.20 SCALE=0.7500
**WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
*"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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 8
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/EJ78 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
R=218# U=129# NAILED
T1
12
5.5
20
v
1112X4
3X4(B1 W 1
6-5/1 6
B1
2,
1112X4
2'5-3/4" T 64-3/4" _I
T 10-1/2" _I
R=649# U=127# RL=176/-36# W=8" R=85# U=29# NAILED
(Rigid Surface)
DESC.= EJ78 SEQ= 104065
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=4 TOTAL=4 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 71008
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/EJ7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 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 ll,EXP C,
Bot chord 2x4 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
R=178# U=109# NAILED
12 T1
5.5
ifl
M
1112X4 co
M
3X4(B1 W 1
6-5/1 6
B1
2'
1112X4
2'5-3/4" T 4'6-1/4" -I
r 7, _I
R=612# U=116# RL=156/-32# W=8" R=64# U=26# NAILED
(Rigid Surface)
DESC.= EJ7 SEQ= 103552
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=48 TOTAL=48 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 7
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/J7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x6 SP SS
Wind 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.
MW FRS loads based on trusses located at least 15.00 ft.from roof edge.
R=233# U=37# RL=74/-23# NAILED
12
5.5 p T1
io
M
1112X4 Caro)
io
W1
1113X5 g 1
5-1/2"
4'6-1/2" -
r 5, _
R=283# U=73# W=8" R=100# U=4# NAILED
(Rigid Surface)
DESC. = J7 SEQ= 103566
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 5
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/J7A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Special loads
Bot chord 2x6 SP SS ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 W 1 2x6 SP SS; 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
170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT ll,EXP C,wind TC DL=5.0 BC:169.51 lb Conc.Load at 1.09
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:1408.77 lb Conc.Load at 3.06
(J)Hanger Support Required,by others Wind loads and reactions based on MWFRS.
Bottom chord checked for 10.00 psf non-concurrent live load. Right end vertical not exposed to wind pressure.
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.
1112X4
12
5.5 p T1
0 3X5
W5
io
M
3X4 W 3 00
ih
T W4
W2
W1
1113X8 61 =5X6 1113X8(R)
5'
R=936# U=358# W=8" R=1157# U=430#
(Rigid Surface) H=H1
DESC. = J7A SEQ= 103576
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 5
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" MONO
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/EJ7B THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 All plates are 2X4 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 (**)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 Il,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load. Left cantilever is exposed to wind
Deflection meets L/360 live and U240 total load.Creep increase factor for dead load is 2.00.
R=186# U=108# NAILED
12 T1 ro
5.5 `6
90
(V
M
'aroi 1112X4(**
3X4
B2 W2
����3X4(B1 W 1
s-5/16•
2'
8
4'9-1/2" 2'2-1/2"�I
r T _I
R=593# U=112# RL=156/-32# W=8" R=68# U=30# NAILED
(Rigid Surface)
DESC.= EJ7B SEQ= 103908
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=6 TOTAL=6 REV. 20.02.00A.1020.20 SCALE=0.7500
**WARNINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
*"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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 7
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/EJ7D THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,21.06 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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 21.06 ft.from roof edge.
R=178# U=74# NAILED
T1
12
5.5
1112X4 20
in
3X4(B2) W 1
6-7/1 6'
B1
2'
1112X4
2'5-3/4" T 4'6-1/4" -I
r T _
R=612# U=137# RL=112# W=8" R=64# Rw=64# U=25# NAILED
(Rigid Surface)
DESC.= EJ7D SEQ= 112099
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 7
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)975-338D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 f'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/MV8A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,21.43 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Lt Level Return:2x4 SP#3; Wind 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.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent live load.
MWFRS loads based on trusses located at least 10.72 ft.from roof edge. See DWG VAL180101014 for valley details.
1112X4
12
5.5 T1
goo X4 W3
SO
LC)
50 3X4
0 6-7/16"
+ M1
T W2
fV W1
00
47
III3X5
21if, 81114X6(R)
I 5'6-3/4"
2'0-3/4" 4'6-3/4" 1'�{
R=147plf U=100plf RL=47/-31plf W=66-3/4"
(Rigid Surface)
DESC. = MV8A SEQ= 112097
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.5000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 50612
TELL(954)975-3384 in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/MV813 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,21.43 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Lt Level Return:2x4 SP#3; Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load. End verticals not exposed to wind pressure.
See DWG VAL180101014 for valley details. 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 10.72 ft.from roof edge.
1112X4
12
5.5 T1
W3
0 3X4
�3X4
M T W2
0 6-7/16" W 1
N M1
III3X5
21if, 81114X6(R)
I 5'6-3/4"
2'0-3/4" 4'6-3/4" 1,
R=147plf U=100plf RL=30/-12plf W=66-3/4"
(Rigid Surface)
DESC. = MV8B SEQ= 112095
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.5000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 50612
TELL(954)975-3384 in conformance with ANSI/TPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/EJ58 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
R=76/-33# U=40# NAILED
12 T1
5.5 F,-
1112X4
I;
C6
(V
3X4(B1 W1
9Lifl
B1 1112X4
2'5-1/4"
2'5-3/4" T 2'5-1/2" _I
411-1/4" _I
R=560# U=131# RL=73/-23# W=3-1/2" R=-43# Rw=42# U=52# NAILED
(Rigid Surface)
DESC.= EJ58 SEQ= 105424
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. a11oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/J58 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x6 SP SS
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
R=137# U=22# RL=43# NAILED
12
5.5 T1
1112X4
io
d>
(V
co
n W1
1112X4 B 1
5-1/4"
f T 2'5-3/4„ _I
j= 2'11-1/4" _I
R=207# U=46# W=3-1/2" R=32/-12# Rw=37# U=14# NAILED
(Rigid Surface)
DESC. = J58 SEQ= 105238
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 211oa
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/EJ47 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x6 SP SS
Wind 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.
R=123# U=37# RL=58# NAILED
12
5.5 T1
1112X4
io
r;
(V
W1
1112 4
B1
2'2-1/4"
27-3/4„ _I
R=149# U=62# W=8" R=53# U=2# NAILED
(Rigid Surface)
DESC.= EJ47 SEQ= 105324
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 712
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-1198D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 f'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/J47 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Special loads
Bot chord 2x6 SP SS ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 W 1 2x6 SP SS; 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
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=5.0 BC:1076.58 lb Conc.Load at 1.08
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
(J)Hanger Support Required,by others
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.
Provide hanger or special connection at right end of truss for 590 lbs.
1112X4
12
5.5 F,7- T1
0 3X4 W 3
ao
(V
W2
i6
W1
Ll
1112 4
B1 1113X4(R)
2'7-3/4"
R=785# U=15 # W=8" R=590# U=121#
(Rigid Surface) H=H1
DESC.= J47 SEQ= 105339
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 20712
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" MONO
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/J42 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x6 SP SS
Wind 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.
R=100# U=30# RL=47# NAILED
12
5.5 F,-
T1
1112X4
cV
c0
W1
13
B1
1'8-1/4"
2'1-3/4" _I
R=121# U=50# W=8" R=43# U=2# NAILED
(Rigid Surface)
DESC.= J42 SEQ= 104213
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 20112
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/EJ41 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.04 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
R=35/-65# U=46# NAILED
12 T1
5.5 1112X4
c
(V
3X4(B1 W1
ifl
131 1112X4
2'0-3/4"
2'4-1/8" 1'8-5/8"
4'0-3/4" _I
R=543# U=128# RL=90# W=3-1/4"
(Rigid Surface)
R=-70# Rw=41# U=74# NAILED
DESC.= EJ41 SEQ= 104201
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. aoo12
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/J1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x6 SP SS
Wind 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.
MW FRS loads based on trusses located at least 15.00 ft.from roof edge.
R=72# U=12# RL=22# NAILED
12
5.5 p
T1
1112X4
'v
M
N
W1
1112 4
1'6-1/2"�I
8
R=87# U=21# W=8"
(Rigid Surface)
R=31# U=1# NAILED
DESC.= J1 SEQ= 104207
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 1o6os
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" EJACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/CJ7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 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 ll,EXP C,
Bot chord 2x4 SP SS wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
R=178# U=109# NAILED
12 T1
5.5
ifl
M
1112X4 W
M
3X4(B1 W 1
6-5/1 6
B1
2'
1112X4
2'5-3/4" T 4'6-1/4" -I
r 7, _I
R=612# U=116# RL=156/-32# W=8" R=64# U=26# NAILED
(Rigid Surface)
DESC. = CJ7 SEQ= 104063
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 7
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" JACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/CJ7A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x6 SP SS
Wind 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.
MW FRS loads based on trusses located at least 15.00 ft.from roof edge.
R=233# U=37# RL=74/-23# NAILED
12
5.5 p T1
io
M
1112X4 Caro)
io
W1
1113X5 g 1
5-1/2"
4'6-1/2" -
r 5, _
R=283# U=73# W=8" R=100# U=4# NAILED
(Rigid Surface)
DESC. = CJ7A SEQ= 104067
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 5
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" JACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/CJ5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
R=79/-30# U=61# NAILED
12 T1
5.5
1112X4
ifl
M
9.
(V
3X4(B1 W1
ifl
1112 4
2'
2'5-3/4" B1 2'6-1/4" _I
5, _
R=560# U=115# RL=111/-23# W=8" R=3/-41# Rw=40# U=48# NAILED
(Rigid Surface)
DESC. = CJ5 SEQ= 103554
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=17 TOTAL= 17 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 5
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" JACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/CJ5A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x6 SP SS
Wind loads and reactions based on MWFRS with additional C&C member design.
(J)Hanger Support Required,by others
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.
Provide hanger or special connection at left end of truss for 170 lbs.
R=140# U=42# RL=66# NAILED
12
5.5 F7-- T1
1112X4
cm
M
C\I
(V
c0
W1
III2X4 B1
2'6-1/2"
3, _
R=170# U=71# R=60# U=2# NAILED
H=H1
DESC. = CJ5A SEQ= 103558
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%Y)(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 3
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" JACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/CJ5B THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT 11,EXP C,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
5' —I
R=93/-49# U=84# NAILED
1112X4
12 T1
5.5
1112X4 W 2
io
ch _ o0
io rn
d) o0
N (V
(V
3X4(B1 W1
io
1112 4
B 1 1112X4
2'
4'9-1/2"
R=530# U=109# RL=111/-23# W=8"
(Rigid Surface)
DESC. = CJ5B SEQ= 103912
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=4 TOTAL=4 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 5
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" JACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/CJ3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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.
R=-61# Rw=25# U=25# NAILED
1112X4
12
5.5 T1
m
M
O
3X4(B1 W1
io
CO 113
B1
2'
2'5-3/4" - - 6-1/4"�{
3, _
R=120# U=15# RL=66# NAILED R=285# U=134# W=8"
(Rigid Surface)
R=-25# Rw=8# U=22# NAILED
DESC. = CJ3 SEQ= 104302
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=33 TOTAL=33 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 3
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" JACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/CJ1A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x6 SP SS
Wind 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.
12 R=47# U=14# RL=21# NAILED
5.5
T1
1112X4
io
ch
io 0
W1
1112 4
6 1/2"�{
B1
R=57# U=21# W=8"
(Rigid Surface)
R=20# NAILED
DESC. = CJ1A SEQ= 104203
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. -1
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAI4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" JACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/CJ5D THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,20.60 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Left cantilever is exposed to wind
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.
R=79/-30# U=77# NAILED
12 T1
5.5
1112X4
co
9)
N
3X4(B2 W 1
1112 4
2'
2'5-3/4" B1 2'6-1/4" _I
5, _
R=560# U=146# RL=138# W=8" R=3/-41# Rw=43# U=51# NAILED
(Rigid Surface)
DESC. = CJ5D SEQ= 112101
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 5
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" JACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/CJ5E THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,20.60 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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.
R=21/-65# Rw=23# U=17# NAILED
1112X4
12 T1
5.5
co
9)
N
W1
=3X4(B2
io
r;
CO 113
B1
3'4"
3'9-3/4" T 12-1/4"
5, _
R=179# U=29# RL=138# NAILED R=436# U=263# W=8"
(Rigid Surface)
R=-19# Rw=11# U=16# NAILED
DESC. = CJ5E SEQ= 112106
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 5
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" JACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/CJ3D THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Negative reaction(s)of-336#MAX.(See below)from a non-wind load case requires uplift connection.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 170 mph wind,20.14 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Left cantilever is exposed to wind
Wind 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.
R=-336# Rw=92# U=268# NAILED
1112X4
12
5.5 T1
io
0
3X4(B2 VV1
0
r;
O 113
B1
2'
2'5-3/4" - - 6-1/4"�{
3, _
R=976# U=315# RL=81# W=8"
(Rigid Surface)
R=-316# Rw=119# U=316# NAILED
DESC. = CJ3D SEQ= 112103
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=4 TOTAL=4 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 3
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
3120 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" JACK
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209) /HJ8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS All plates are 2X4 except as noted.
Bot chord 2x4 SP SS B2 2x4 SP#2;
Webs 2x4 SP#3 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:4-0-0 span/setback member on the 1-11-8 cant side requires 39
Ibs 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 1-11-8
cantilever 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.
R=459# U=237# NAILED
12 T1
3.89 o
N
ch
N
o 4X6
3X4(B1 W1 W2
6-5/16"
1d Li
62
2'9-3/16'. B1
f 6'8-9/16" 7 4'6-7/16" -I
f 11'3" _I
R=603# U=241# W=11-5/16" R=114# NAILED
(Rigid Surface)
DESC.= HJ8 SEQ= 104239
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.5000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 110300
TELL(954)975-3384 in conformance with ANSIITPI 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
FAX:(954]978-t198D design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W"16[h TERRACF. For more information see this job's general notes page and these web sites:
PpMPAf40 EEACHr FL 33064 ITW BCG www.it.bcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209)/HJ78 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:4-0-0 span/setback member on the 1-11-8 cant side requires 39
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 1-11-8 Ibs and the 4-0-0 span/setback member on the 1-11-8 cant side requires 39 lbs.
cantilever side.
Hipjack supports 7-10-0 setback jacks with 1-11-8 cantilever one face;1-11-8 cantilever opposite face.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
R=358# U=190# NAILED
T1
12 Z 2X4
3.89 p
ao
M
V
1112X4
W2
=3X4(B1 W 1
6-5/1 6
B 1 �2X4
2'9-3/16"
1112X4
11'0-7/8" _
R=590# U=236# W=11-5/16" R=188# NAILED
(Rigid Surface)
DESC.= HJ78 SEQ= 104073
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 11oo1a
TELL{95d)475-3354 in conformance with ANSIITPI 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
FAX:(954)978-11950 design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W.161h TERRACF. For more information see this job's general notes page and these web sites:
PQMPAAI4 EEACHr FL 33064 ITW BCG www.it.bcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209)/HJ7 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:5-0-0 span/setback member on the 1-11-8 cant side requires 65
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 1-11-8 Ibs and the 5-0-0 span/setback member on the 1-11-8 cant side requires 65 IDS.
cantilever side.
Hipjack supports 6-11-8 setback jacks with 1-11-8 cantilever one face;1-11-8 cantilever opposite face.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
R=283# U=149# NAILED
12 T1
3.89 p
III2X4
3X4(B1 W 1
6-5/1 6
1311
2'9-3/16"
1112X4
3'4-5/8" 7 6'5-7/16" _I
9'10-1/16"
R=589# U=245# W=11-5/16" R=46# NAILED
(Rigid Surface)
DESC.= HJ7 SEQ= 103564
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=8 TOTAL=8 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy� temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJAk a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 91001
TELL{95d)475-3354 in conformance with ANSIITPI 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
FAX:(954)978-11950 design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W.161h TERRACF. For more information see this job's general notes page and these web sites:
PQMPAAI4 EEACHr FL 33064 ITW BCG www.it.bcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209) /HJ7B THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS All plates are 2X4 except as noted.
Bot chord 2x4 SP#2 B2 2x6 SP SS;
Webs 2x4 SP#3 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:5-0-0 span/setback member on the 1-11-8 cant side requires 65
Ibs 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 1-11-8
cantilever 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.
R=290# U=154# NAILED
12 T 1 c°
3.89 p
o0
(V
CO
W
c6 55 3X6
iq
B2 W2
3X4(B1 W 1
s-5/16•
2'9-3/16"
B1
6'8-9/16" 7 31-1/2"
9'10-1/16"
R=576# U=240# W=11-5/16" R=52# NAILED
(Rigid Surface)
DESC.= HJ7B SEQ= 103914
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 91001
TELL(954)975-3384 in conformance with ANSIITPI 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
FAX:(954]978-t198D design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W.16[h TERRACF. For more information see this job's general notes page and these web sites:
POMPAAI4 EEACHr FL 33064 ITW BCG www.it.bcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209) /HJ7D THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,21.05 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:5-0-0 span/setback member on the 1-11-8 cant side requires 65
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 1-11-8 Ibs and the 5-0-0 span/setback member on the 1-11-8 cant side requires 65 IDS.
cantilever side.
Hipjack supports 6-11-7 setback jacks with 1-11-8 cantilever one face;1-11-8 cantilever opposite face.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
R=282# U=190# NAILED
12 T1
3.89 p
v
M
90
1112X4 Cl)
3X4(B1 W 1
6-7/1 6'
1311
2'9-3/16"
1112X4
3'4-5/8" 7 65-7/16" _I
9'10-1/16" _
R=588# U=324# W=11-5/16" R=46# Rw=47# NAILED
(Rigid Surface)
DESC.= HJ7D SEQ= 112108
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy� temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJAk a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 91001
TELL{95d)475-3354 in conformance with ANSIITPI 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
FAX:(954)978-11950 design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W.161h TERRACF. For more information see this job's general notes page and these web sites:
PQMPAAI4 EEACHr FL 33064 ITW BCG www.itwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209)/HJ58 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x6 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:4-10-12 span/setback member on the 1-11-8 cant side requires
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 1-11-8 62 Ibs and the 4-10-12 span/setback member on the 1-11-8 cant side requires 62 lbs.
cantilever side.
Hipjack supports 4-10-12 setback jacks with 1-11-8 cantilever one face;1-11-8 cantilever opposite face.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
R=66# U=37# NAILED
12 T1
3.89
1112X4
ifl
M
0)
(V
2X4(A1 W 1
1112 4
2'9-3/16"
3'4-5/8" 3'6-7/16" _I
B1
f 6'11-1/16" _I
R=499# U=221# W=11-5/16" R=-97# Rw=66# NAILED
(Rigid Surface)
DESC.= HJ58 SEQ= 103795
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 61101
TELL(954)975-3384 in conformance with ANSIITPI 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
FAX:(954]978-t198D design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W.16[h TERRACF. For more information see this job's general notes page and these web sites:
PQMPAAT4 EEACHr FL 33064 ITW BCG www.it.bcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209)/HJ47 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:4-7-4 span/setback member on the 1-11-8 cant side requires 55
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 1-11-8 Ibs and the 4-7-4 span/setback member on the 1-11-8 cant side requires 55 lbs.
cantilever side.
Hipjack supports 4-7-4 setback jacks with 1-11-8 cantilever one face;1-11-8 cantilever opposite face.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
R=-5# U=2# NAILED
12 T1
3.89 p
1112X4
aD
iB
(V
3X4(B1 W 1
io
1112 4
B1
2'9-3/16"
f 3'4-5/8" 7 31-1/2" _I
1 66-1/16" _
R=478# U=214# W=11-5/16" R=-62# Rw=45# NAILED
(Rigid Surface)
DESC.= HJ47 SEQ= 103562
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy� temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJAk a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. 60601
TELL{95d)475-3354 in conformance with ANSIITPI 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
FAX:(954)978-11950 design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W.161h TERRACF. For more information see this job's general notes page and these web sites:
PQMPAAI4 EEACHr FL 33064 ITW BCG www.it.bcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209) /HJ42 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:4-1-4 span/setback member on the 1-11-8 cant side requires 42
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 1-11-8 Ibs and the 4-1-4 span/setback member on the 1-11-8 cant side requires 42 lbs.
cantilever side.
Hipjack supports 4-1-4 setback jacks with 1-11-8 cantilever one face;1-11-8 cantilever opposite face.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
R=-49# Rw=20# NAILED
12 T1
3.89 p 1112X4
20
v
cV
3X4(B1 W 1
io
1112 4
B1
2'9-3/16"
3'4-5/8" 7 2'5" _I
f 519-5/81, _I
R=453# U=205# W=11-5/16" R=-78# Rw=46# NAILED
(Rigid Surface)
DESC.= HJ42 SEQ= 104215
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 50910
TELL{95d)475-3354 in conformance with ANSIITPI 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
FAX:(954)978-11950 design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W.161h TERRACF. For more information see this job's general notes page and these web sites:
PQMPAAI4 EEACHr FL 33064 ITW BCG www.itwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209) /HJ41 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.03 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:4-0-4 span/setback member on the 2-0-0 cant side requires 40
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 2-0-0 Ibs and the 4-0-4 span/setback member on the 2-0-0 cant side requires 40 lbs.
cantilever side.
Hipjack supports 4-0-4 setback jacks with 2-0-0 cantilever one face;2-0-0 cantilever opposite face.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
R=-39# Rw=16# NAILED
12 T1
3.89 p
1112X4
M
N
N
3X4(B1 W 1
io
B1 1112X4
2'10-1/4"
3'2-5/16" 7 2'5-7/8" -I
68-3/16" _
R=420# U=191# W=4-5/8" R=-67# Rw=40# NAILED
(Rigid Surface)
DESC.= HJ41 SEQ= 104261
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 5oso3
TELL(954)975-3384 in conformance with ANSIITPI 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
FAX:(954]978-t198D design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W.16[h TERRACF. For more information see this job's general notes page and these web sites:
PQMPAAT4 EEACHr FL 33064 ITW BCG www.it.bcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209) /HJ4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP SS psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:3-10-0 span/setback member on the 1-11-8 cant side requires 35
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 1-11-8 Ibs and the 3-10-0 span/setback member on the 1-11-8 cant side requires 35 lbs.
cantilever side.
Hipjack supports 3-10-0 setback jacks with 1-11-8 cantilever one face;1-11-8 cantilever opposite face.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
R=-73# Rw=33# NAILED
12 T1
3.89 p 1112X4
oD
fM
fM
N
3X4(B1 W 1
io
1112 4
B1
2'9-3/16"
3'4-5/8" 7 2'0-7/16"�I
f 5'5" _I
R=448# U=203# W=11-5/16" R=-89# Rw=48# NAILED
(Rigid Surface)
DESC.= HJ4 SEQ= 102755
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy�A temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 50500
TELL{95d)475-3354 in conformance with ANSIITPI 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
FAX:(954)978-11950 design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W.161h TERRACF. For more information see this job's general notes page and these web sites:
PQMPAAI4 EEACHr FL 33064 ITW BCG www.it.bcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209) /HJ1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS.
Left cantilever is exposed to wind
The following members need concentrated loads at the heel:3-6-0 span/setback member on the 1-11-8 cant side requires 26
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 1-11-8 Ibs and the 3-6-0 span/setback member on the 1-11-8 cant side requires 26 lbs.
cantilever side.
Hipjack supports 3-6-0 setback jacks with 1-11-8 cantilever one face;1-11-8 cantilever opposite face.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00.
R=-106# Rw=50# NAILED
12 1112X4
3.89 p T1
io
rn
(V
3X4(B1 W 1
io
1112 4
B1
2'9-3/16"
3'4-5/8" 7 1'6-3/4"
4'11-3/8" _
R=455# U=208# W=11-5/16"
(Rigid Surface)
R=-106# Rw=52# NAILED
DESC.= HJ1 SEQ= 104205
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yy� temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJAk a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. a11o6
TELL{95d)475-3354 in conformance with ANSIITPI 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
FAX:(954)978-11950 design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC. 1.25 JOB#:20HS209
3120 N.W.161h TERRACF. For more information see this job's general notes page and these web sites:
PQMPAAI4 EEACHr FL 33064 ITW BCG www.it.bcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE HIP JACK
Job:(20HS209)/V20 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 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,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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.
10, } 10,
=4X5
12
5.5 T 1
1112X4 W 2 1112X4
� T1
-v
W1 W1
3X4(D1 =3X4(D1)
III X4 = X6 III X4
20'
8 B1
R=113plf U=100plf RL=9/-9plf W=20'
(Rigid Surface)
DESC. = V20 SEQ= 104388
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC ILL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 20
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/V16 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 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,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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.
8' ftia 8'
=4X5
12
5.5 T1
W2
1112X4 1112X420
T1
io
3X4(D1) W 1 W 1 =3X4(D1)
101
1112X4 B1 16' 1112X4 1112X4
R=113pif U=100plf RL=9/-9plf W=16'
(Rigid Surface)
DESC. = V16 SEQ= 104004
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.5000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 16
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)975-338D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 f'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/V12 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 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,
Bot chord 2x4 SP#2 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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.
r 6' 6'
=4X5
12
5.5 T1
T1
N
W1
3X4(D1) =3X4(D1)
B1 12 1112X4
R=113pif U=100plf RL=8/-8plf W=12'
(Rigid Surface)
DESC. = V12 SEQ= 104007
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.5000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 12
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)975-338D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 f'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/V8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,20.48 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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.
4' 4'
=4X5
12
5.5 T1
o T1
W1
=3X4(D1 =3X4(D1)
III2 4
8'
B1
R=113pif U=100plf RL=8/-8plf W=8'
(Rigid Surface)
DESC.= V8 SEQ= 104006
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 8
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/V4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,20.94 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design.
See DWG VAL180101014 for valley details. 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 20.94 ft.from roof edge.
2' T 2,
12 =3X4
5.5 —
T1 T1
3X4(D1 3X4(D1)
4'
61
R=112pif U=100plf RL=6/-6plf W=4'
(Rigid Surface)
DESC. = V4 SEQ= 112141
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 4
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/MV8 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,21.49 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load.
Right end vertical not exposed to wind pressure.
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.
1112X4
T1
12
5.5
M
W1
3X4(D1)
8'
B1 1112X4
61-3/4" 110-1/4"
R=113plf U=100plf RL=20plf W=8'
(Rigid Surface)
DESC. = MV8 SEQ= 104041
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=0.7500
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. s
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/MV64 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.26 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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.
3'1" 3,3" _
1114X5(R) T2 III2X4
12
5.5
T1
W1io
=3X4(D1 W1
1112 4
1112X4
61
R=113pif U=100plf RL=5plf W=6'4"
(Rigid Surface)
DESC. = MV64 SEQ= 105234
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
QT k r 7r1F.tr IR TSS 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. O.O Sf CM
LGLJl7.e..i 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not ereesponsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 60400
TELL(954)975-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/MV6 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,21.95 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT Il,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind loads and reactions based on MWFRS with additional C&C member design.
Bottom chord checked for 10.00 psf non-concurrent live load.
Right end vertical not exposed to wind pressure.
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.
1112X4
T
12 1
5.5
(V
W1
=3X4(D1
III3X5
6'
B1
R=113plf U=100plf RL=19plf W=6'
(Rigid Surface)
DESC. = MV6 SEQ= 104039
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(O%y0(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 6
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/MV44 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,16.17 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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.
3'1" 1'3"
1114X5(R) T2 1112X4
12
5.5
T1
W1io
1B
=3X4(D1 W1
1112 4
1112X4
B1
R=113pif U=100plf RL=8plf W=4'4"
(Rigid Surface)
DESC.= MV44 SEQ= 105232
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 40400
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/MV4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Webs 2x4 SP#3
Wind 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.
III2X4
12
5.5 T1
0
W1�
=3X4(D1
III2X4
4'
61
R=113pif U=100plf RL=18plf W=4'
(Rigid Surface)
DESC.= MV4 SEQ= 103570
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=5 TOTAL=5 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 4
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-1198D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 f'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/MV24 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,16.92 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design.
See DWG VAL180101014 for valley details. 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 33.83 ft.from roof edge.
12
5.5 T1
io
=3X4(D1 7
0
Z2'4"
7Z11
B1
R=112pif U=100plf RL=10plf W=2'4"
(Rigid Surface)
DESC. = MV24 SEQ= 105230
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 20400
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/MV2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design.
See DWG VAL180101014 for valley details. 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.
12
5.5 �
T1
3X4(D1
Z
B1
R=224# U=47# RL=27# W=2'
(Rigid Surface)
DESC. = MV2 SEQ= 103568
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=6 TOTAL=6 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOn yrA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLwJ a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV a Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0 psf O/A LEN. 2
'CELL{95d)475-3354 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)975-338D A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
31 F N.(9 4)9 T-11950 f'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 EEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/P1 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,24.75 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design.
See DWG VAL180101014 for valley details. 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 24.75 ft.from roof edge.
r 2'5-1/4" } 2'5-1/4"
3X4
12
5.5
T1
0o T1
izz
=3X4(D1 =3X4(D1)
T
3-1/2"
4'10-1/2"
B1
R=113pif U=100plf RL=9/-9plf W=4'10-1/2"
(Rigid Surface)
DESC.= P1 SEQ= 104338
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=2 TOTAL=2 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. aloos
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/P2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,24.68 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design.
See DWG VAL180101014 for valley details. 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 24.68 ft.from roof edge.
2'1-1/2" 7-1/2" } 21-1/2"
—3X4
12
5.5
T1
io T 1
M aE3X4(D1)
,%Z 1)
4'10-1/2"
B1
R=113pif U=100plf RL=8/-8plf W=4'10-1/2"
(Rigid Surface)
DESC.= P2 SEQ= 104342
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. a1oo8
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PpMPAriT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/P3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,24.67 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design.
See DWG VAL180101014 for valley details. 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 24.67 ft.from roof edge.
2'0-7/8" 8-11/16" } 2'0-7/8"
3X4
12
5.5
T1
T1
3X4(D1)
N
3� 1)
JAI-
4'10-1/2"
B1
R=113pif U=100plf RL=7/-7plf W=4'10-1/2"
(Rigid Surface)
DESC.= P3 SEQ= 104340
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
AAWARNINGIAA READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. aloos
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PpMPAriT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE
Job:(20HS209)/P4 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,24.38 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere in roof,RISK CAT II,EXP C,wind TC DL=5.0
Bot chord 2x4 SP#2 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non-concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design.
See DWG VAL180101014 for valley details. 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 24.38 ft.from roof edge.
1-9-7/8" 3'2-11/16" Dim 9-7/8"
12
5.5
T1 =3X4 T2 =3X4 T1
3X4(D1 ja� =3X4(D1)
0
ro T
3-1/2''
4'10-1/2"
B1
R=113pif U=100plf W=4'10-1/2"
(Rigid Surface)
DESC.= P4 SEQ= 104344
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%u0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DRAWINQI TC LL 30.Opsf REF
**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 TC DL 15.0 psf DATE
(Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
LOnyr JA temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have BC D L 10.0 psf DRW G 12-09-2020
JLw a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r1F.tr TRUSS
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. O.O Sf CM
LGLJl7.L 1 i i AV S Refer to drawings 160A-Z for standard plate positions. BC LL p
ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss TOT.LD. 55.0psf O/A LEN. a1oo8
TELL(954)975-3384 in conformance with ANSIITPI 1,or for handling,shipping,installation&bracing of trusses.
FAX:(954)978-11950 A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the 1.25 JOB#:20HS209
312t1 N.W.16rh TEItHACf'. design shown.The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sea2. DU R.FAC.
PQMPAAT4 SEACHr FL 33464 For more information see this job's general notes page and these web sites: SPACING 24.0" VAL
ITWBCG:www.ilwbcg.com;TPI:www.tpinst.org;WTCA:www.sbcindustry.com;ICC:www.iccsafe.org TYPE