HomeMy WebLinkAboutX TR ENG_SIGNED OtFLORfDA QUfELORIDA
TRUSS
JAI, I Y TR Uss 3625 PARK CENTRAL BL,VD N.
POMPANO BEACH FL 33064
TEL-. 0354�)
F.A>C: Cs540 g-10-a�3ao PHONE :(954) 975 3384 SAX:(954) 9788990
ffAME&ADDRESSNTY
CONTRACTOR(BUILDER
MODEL/ELEVATION LOT/BLOCK
JOB#,Z 0/- , 2-.6 J
STATEMENT :icertify that the engineering for the trusses listed on the attached sealed index sheet have been designed
and checked for compliance with the Florida Building Code-200.the Trusses have been designed to provide resistance
to wind and forces as required by the falloving provislons :
TRUSS LOADING'CODITION ROOF TRUSSES _ FLOOR TRUSSES
TOP CHORD LIVE LOAD
TOP CHORD DEAD LOAD =-
BOTTOM CHORD LIVE LOAD
BOTTOM CHORD DEAD LOAD
TOTAL LOAD '
DURATION FACTOR ?.
WIND ANALYSIS ASCE 7-- 16' 170 MPH
rMEAN
SURE CATAGORY C--II
ROOF HEIGHTPUTER PROGRAM USED FOR )ESIGN: - ALPINE
Afched Is a fndex'sheet submittedfn accordance with Florida Statude GI G15--31.003 the pages numbered i fhrc.r/�- j
are photocopies of the original design and approved by me.As witness by my seal.I hereby certify that the above
information-is true and correct to the best of my knoviedge and belief
pN Df4t �.
HUMAN DEMZRAL, P.E. ,�`1�� cEN _�q '-,. Digitally signed
FL. REG. #87425 �` SF l r b N U
• ' No 87425 = y m a n
3625 PARK CENTRAL BLVD. NORTF ,.-*.__ ;* pemiral PE87425
POMPANO BEACH, FL 33064 = -o
.A STATE OF
°� •. oR,pP Date: 2021 .01 .14
"'�r�S;0 �� ���`,� 13:23:07 -05'00'
NO TRUSS ID NO TRUSS ID NO TRUSS ID NO TRUSS ID NO [TRUSS ID
- 2 32 !� -- 62 'f 22 / Z_
3 �` 33 = 63 v� 93
4 34 64 dp4 " _ S 'f 24
5 35 J 65 ''�--
6 36 _ 66 E_j 96
- 7 7- -- 37 _ • 67 97 _ 'i 27
68 96
99 '-�-�l� - 129 'yLV
10 /� 40 � 2, __ 70 �_ 100 � 130
4'( 71 .� I �10'i �� '(3'(
12 � 2- 42 / 72 10?- T� % 'f 32
4 3 �3 43 73 TS 103 �
_ 14 / 44 74 104 ��J/T 'f 34 2
'(5 45 75 105 135Ay2_
06
17 f -47 77 ;,' 'i 07 137 Z_
1013 in
139
20 d 50 "7" T
0 f-�- r 1 i o L a. -D 140
2-i 5�i G -t - f �'� 141
22 -�7- 52 �. 2 `� 112 T 'f 42
23 - 53 CG 83 r - "I'f 3 _ -143
24 2 y_ -64 G� - 84 �-i 4 _II �- '_( 144
445
'("16
~55 -��_ 65 ���- _ -- - -
26 56 Cl 0 86 116 146
27 -2, 7� 57 G/ 87 117 r� /, 7 147
66 28 �� 5B G� � '1'(6 �1-� 7 �- 146
29 2 59 69 = 119 149
,f� N-�_
3� - --- 60 _ Dom_ 9O -- 'f 20 450
Digitally signed
pN DE
S�
NUMAN DEMIRAL, P.E. b Numan
7425
FL. REG. V8 F y
3625 PARK CENTRAL BLVD. NORTH = No 87425 - Dem i ra
POMPANO BEACH, FL 33064
�, .• STATE OF .�� = PE87425
°��•.:�LORIDP. ''�Z�.�� Date: 2021 .01 .14
AL��\\\,\���\` 13:23:17 -05'00'
Florida Quality Truss
Engineering-List
Main Office:772-545-3950 Job#: 20HS209
Alt.Ph: - Fax:772-545-3690
Date: 11/16/2020
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
Num. TC/BC OH-R CANT-R STUB-R
1 1 51-02-01 Al 5.50 0.00 00-00-00 00-00-00 00-00-00 11-09-13
403.2lbs.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
431.2 lbs.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
4z1.4 lbs.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 A10 5.50 0.00 00-00-00 00-00-00 00-00-00 11-09-13
285.6 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
zs1.z lbs.each 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 2x5 / 2x5 00-00-00 00-00-00 00-00-00
Page 1 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
15 1 40-08-06 A15 5.50 0.00 00-00-00 00-00-00 00-00-00 11-01-14
308.0Ibs.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
323.4lbs.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 lbs.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 lbs.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
159.6 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
173.6 Ibs.each LAX 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 2x5 / 2x5 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 1 00-00-00 00-00-00 00-00-00
36 1 27-00-02 A36 0.00 0.00 00-00-00r0002-012 00-00-00 04-07-13
158.2 Ibs.each 2x5 / 2x5 00-00-00 00-00-00
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
163.81bs.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 lbs.each 2x5 / 2x6 00-00-00 00-00-00 00-00-00
39 1 35-01-06 131 5.50 0.00 00-00-00 02-00-00 00-00-00 08-11-00
2-Ply 1134 Ibs.each 2,5 / 2x8 00-00-00 00-00-00 00-00-00
40 1 35-01-06 B2 5.50 0.00 00-00-00 02-00-00 00-00-00 08-06-11
214.2 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
41 1 35-01-06 B3 5.50 0.00 00-00-00 02-00-00 00-00-00 08-02-02
212.8 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 Ibs.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 Ibs.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
172.2 lbs.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.O Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
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 / 2,5 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 / 2,5 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 Ibs.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
95.2o 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
96.601bs.each 2x4 / 214 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
121.8 Ibs.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 / 2x4 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
1oz.z Ibs.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
84.0o 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
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 13-03-00 K1 5.50 0.00 02-00-00 01-10-00 00-00-00 04-03-02
86.801bs.each 2x5 / 2x5 02-00-00 01-10-00 00-00-00
82 1 13-03-00 K2 5.50 0.00 02-00-00 00-00-00 00-00-00 03-06-03
91.00Ibs.each 2x5 / 2x5 02-00-00 01-10-00 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 EJBB 5.50 0.00 00-00-00 02-00-00 00-00-00 04-02-05
33.60 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
23.80 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 ERB 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 3 05-00-00 EJSD 5.50 0.00 02-00-00 00-00-00 00-00-00 03-06-03
24.50 lbs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
94 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
95 2 02-11-04 J58 5.50 0.00 00-00-00 00-05-04 00-00-00 02-09-07
14.00 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
96 1 00-07-12 EJ47 5.50 0.00 00-00-00 00-00-00 00-00-00 02-07-14
14.00 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
97 1 02-07-12 J47 5.50 0.00 00-00-00 00-00-00 00-00-00 02-07-14
21.00lbs.each 2x5 / 2x6 00-00-00 00-00-00 00-00-00
98 1 02-01-12 J42 5.50 0.00 00-00-00 00-00-00 00-00-00 02-05-02
12.60Ibs.each 215 / 2x5 00-00-00 00-00-00 00-00-00
99 1 04-00-12 EJ41 5.50 0.00 00-00-00 02-00-12 00-00-00 02-04-10
15.40lbs.each 215 / 2x5 00-00-00 00-00-00 00-00-00
100 1 01-06-08 J1 5.50 0.00 00-00-00 00-00-00 00-00-00 02-01-12
9.800 lbs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
101 1 07-00-00 CJ7 5.50 0.00 00-00-00 02-00-00 00-00-00 03-08-13
23.80 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
102 1 05-00-00 CJ7A 5.50 0.00 00-00-00 00-00-00 00-00-00 03-08-13
19.601bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
Page 5 of 7
Engineering List
Seq. Qry Span Description Truss Slope OH-L CANT-L STUB-L Height
Num. TC/BC OH-R CANT-R STUB-R
103 17 05-00-00 CJ5 5.50 0.00 00-00-00 02-00-00 00-00-00 02-09-13
18.201bs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
104 1 03-00-00 CJSA 5.50 0.00 00-00-00 00-00-00 00-00-00 02-09-13
14.001bs.each 2x5 / 2,5 00-00-00 00-00-00 00-00-00
105 4 05-00-00 CJSB 5.50 0.00 00-00-00 02-00-00 00-00-00 02-09-13
22.40 lbs.each 2,4 / 2x4 00-00-00 00-00-00 00-00-00
106 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
107 3 03-00-00 CJ3D 5.50 0.00 02-00-00 00-00-00 00-00-00 02-07-03
18.90 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
108 1 03-00-00 CJ3E 5.50 0.00 02-00-00 00-00-00 00-00-00 02-07-03
21.70 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
8.400lbs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
110 4 01-00-00 CJ 1 D 5.50 0.00 02-00-00 00-00-00 00-00-00 01-08-03
13.30 Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
111 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
112 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
113 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
114 1 09-10-01 HJ7B 3.89 0.00 00-00-00 02-09-03 00-00-00 03-08-09
45.50 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
115 1 06-11-01 HJ58 3.89 0.00 00-00-00 02-09-03 00-00-00 02-09-03
27.30 lbs.each 2x5 / 2x6 00-00-00 00-00-00 00-00-00
116 2 07-00-02 HJSD 3.89 0.00 02-09-15 00-00-00 00-00-00 03-06-00
35.70 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
117 1 06-06-01 HJ47 3.89 0.00 00-00-00 02-09-03 00-00-00 02-07-10
22.4o Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
118 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
119 1 05-08-03 HJ41 3.89 0.00 00-00-00 02-10-04 00-00-00 02-04-06
19.601bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
120 1 05-05-00 HJ4 3.89 0.00 00-00-00 02-09-03 00-00-00 02-03-06
19.601bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
121 1 04-11-06 HA 3.89 0.00 00-00-00 02-09-03 00-00-00 02-01-09
18.201bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
122 1 20-00-00 V20 5.50 0.00 00-00-00 00-00-00 00-00-00 04-07-00
75.60 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
123 1 16-00-00 V16 5.50 0.00 00-00-00 00-00-00 00-00-00 03-08-00
61.60 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
124 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 00-00-00
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 08-00-00 V8 5.50 0.00 00-00-00 00-00-00 00-00-00 01-10-00
25.201bs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
126 1 04-00-00 V4 5.50 0.00 00-00-00 00-00-00 00-00-00 00-11-00
11.20Ibs.each 2x5 / 2,5 00-00-00 00-00-00 00-00-00
127 2 08-00-00 MV8 5.50 0.00 00-00-00 00-00-00 00-00-00 03-08-00
29.40 lbs.each 2,5 / 2,5 00-00-00 00-00-00 00-00-00
128 1 06-06-12 MVBA 5.50 0.00 02-00-12 00-00-00 00-00-00 05-06-00
46.20 Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
129 2 06-06-12 MV86 5.50 0.00 02-00-12 00-00-00 00-00-00 04-07-00
43.40 lbs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
130 1 06-04-00 MV64 5.50 0.00 00-00-00 00-00-00 00-00-00 01-04-15
22.4o Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
131 2 06-00-00 MV6 5.50 0.00 00-00-00 00-00-00 00-00-00 02-09-00
21.00Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
132 1 04-04-00 MV44 5.50 0.00 00-00-00 00-00-00 00-00-00 01-04-15
16.80 Ibs.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
14.0o Ibs.each 2x5 / 2x5 00-00-00 00-00-00 00-00-00
134 1 02-04-00 MV24 5.50 0.00 00-00-00 00-00-00 00-00-00 01-00-13
7.000 Ibs.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 00-00-00 00-00-00 00-00-00
136 2 04-10-08 P1 5.50 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 5.50 0.00 00 00 00 00 00 00 00 00 00 01 02 15
15.4o 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
15.4o Ibs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00
Trusses:303.00
Page 7 of 7
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 W 12 2x6 SP SS;
Wind loads and reactions based on MWFRS with additional C&C member design.
(b)Continuous lateral restraint equally spaced on member.Or 2x4#3 or better"T"reinforcement.80%length of web member.
Attached with 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 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 18.77 ft.from roof edge. and installation of trusses.See"WARNING"note below.
Provide hanger or special connection at left end of truss for 2474 lbs. Provide hanger or special connection at right end of truss for 178 lbs.
21'8-5/8" 4'10-1/2" 171-3/8" 7-5-9/16"
T3
(6 N6 8(R)
T2 T4
12
5.5 0o 7X6 �5X6_3X4
_ W6 W6
1 12
T1 T5 Q 3.89
_9. W a) (b)W III2X4
05X6 W //6X10(SRS)(�
W5 W9 (b T6
1112X4 W3 W1 W ///3X414 3'11-11/16•
r10-��1
: W — 1"T.. 1
_�116 IS1 —7X6 B2 = =3X4 =8 X 10 B4 =r_9 III 6
B3
447-3/8" 6'6-11/16"
f 51'2-1/16" _I
R=2474# U=445# RL=477/-481# R=3255# U=587# W=11-5/16"
(Rigid Surface)
R=178/-129# U=45#
DESC.= Al SEQ= 103758
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(0%y0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.1250
""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 11-16-2020
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. 510201
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)/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 11-16-2020
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 11-16-2020
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 11-16-2020
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 6X8
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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. 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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 5X6 except as noted.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W8 2x4 SP#2;W 16 2x6 SP SS; 170 mph wind,19.34 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 13.00 ft from roof edge,RISK CAT II,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
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.
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 19.34 ft.from roof edge.
Provide hanger or special connection at left end of truss for 2298 lbs.
11'1-3/4" 6'11-5/8" } 5'10-3/8"�1 6 5/8 162"
T4
T3 3X5=3X6
0 4X6
T2 T5
6X6
12 5.5 ) W11
T1 VIS
5o3X4 W W7 (a) ) W1 T6
W5
(a) W (a) �4X10
W3 W13 (a)W1
T W5
o W 4
v W1 W2 =5X
M =6X8 B4 =3X10 1112X4 W15 =3X4
13X6 aE4X6 =5X8 B2 =3X10 1112X4 B3 1112X4 B5
B1 1113X6
40'8-3/8"
21'10-1/4" -I } 14'1-3/8" _I_ 3'8-3/4"�{
R=2298# U=428# RL=502/-429# R=2295# U=456# W=7-1/4"
(Rigid Surface)
DESC.= A15 SEQ= 103972
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
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 11-16-2020
�-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. 400so6
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)/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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
�-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 11-16-2020
�-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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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; 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:1 Row @ 4.00"o.c.
TC:From 93 plf at 0.00 to 93 plf at 7.06 Webs :1 Row @ 4"o.c.
TC:From 47 plf at 7.06 to 47 plf at 18.31 Use equal spacing between rows and stagger nails
TC:From 92 plf at 18.31 to 92 plf at 35.11 in each row to avoid splitting.
BC:From 20 plf at .06 to 20 plf at 3.7 170 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 20 plf at 23.11 to 20 plf at 35.111
BC:From 10 plf at 7.06 to 10 plf at 23 wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
BC:596.97 lb Conc.Load at 7.06 BC:660.87 lb Conc.Load at 9.06 Wind loads and reactions based on MWFRS.
BC:1513.35 lb Conc.Load at 11.06,13.06 BC:1521.41 lb Conc.Load at 15.06,17.06 Right end vertical not exposed to wind pressure.
BC:2910.83 lb Conc.Load at 19.06,21.06 Left cantilever is exposed to wind
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 1028 lbs.
j= 18'3-11/16" + 16'9-11/16" _I
12
5X6 1112X4 Q 3.89
T2 T3
12 0 5X8 z 5X6
5.5
T4
05X6 W5 W
/3X4((RR)
T1 W3 W6 W8 W10 W1 T
4X6 W 4 U)
W2 VV126
4X5(A1 co
6-F/16" I I
B1
SX6(R) =10X10 4X5(R) =6X6 =3X4O 1113X8
III X5 B2 =3X8 B3
2' 17'2" 15'11-3/8"
351-3/8" _I
R=3785# U=1459# W=8" R=11695# U=4045# W=11-5/16" R=1028# U=380#
(Rigid Surface) (Rigid Surface)
DESC.= 131 SEQ= 104336
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 11-16-2020
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. 350106
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)/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 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 15.00 ft.from roof edge.
Provide hanger or special connection at right end of truss for 880 IDS.
17'6-5/16" 177-1/16" —I
12
X6
Q 3.89
T2 T3
6X6
12
5.5 08X8
io (a8 �3X4 T4
W
T1 (a)
-oo
W5 W6 W1 W 10 T
W12
W �7Jo-va^
=3X4(B1 B2 W 7
s sTis^ 5X
=3X4 III 7X6(R)_9 B3 =5X6 B4 3X6(R)
2' 1 165-9/16" 17'7-13/16"
4'9-1/2" 7 10, 7 20'3-7/8" _I
351-3/8" _I
R=973# U=164# RL=314/-267# W=8" R=2193# U=393# W=6-13/16" R=880# U=235#
(Rigid Surface) (Rigid Surface)
DESC.= B2 SEQ= 103888
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 11-16-2020
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. 350106
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)/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,W9 2x4 SP SS; 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 9.00 ft from roof edge,RISK CAT II,EXP C,
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18
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 15.00 ft.from roof edge.
Provide hanger or special connection at right end of truss for 887 IDS.
168-3/8" 18'5" —I
5X6 12
Q 3.89
T2 T3
12 a 5X6
5.5
20 1�3X4 T4
1
N T1 (a W
00 a)
W5 W6 W9 W11 W1
W13
=3X4(B1 W B2 =3X4 =3X4 ? "
s sTis^ 5X
3X4 =3X4
B3 =5X6 B4 3X6(R)
2' 163" 17'10-3/8" -
1
4'9-1/2" } 10, } 20'3-7/8" _I
35 1-3/8" _
R=982# U=165# RL=304/-271# W=8" R=2176# U=382# W=8" R=887# U=219#
(Rigid Surface) (Rigid Surface)
DESC.= B3 SEQ= 103884
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 11-16-2020
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. 350106
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)/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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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,21.20 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
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
Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
67-1/2" } 67-1/2" _I
=4X5
12
5.5 T1 W5
co go 3X4 Z 3X4
T1 M
,3X4 W3
W Z3X4
W2
W4 W3
rz-ivl1ts° ,3X4 W1 :3X4
1 6-- s° M 1
1112X4 B1 =3X8 1112X4 M1
=3X4 =3 4
1'10" 97"
2' 1 w 13'3" 2'
R=983# U=433# RL=205/-205# W=8" R=983# U=433# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = K1 SEQ= 104050
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI-2014FT/RT=20%(O%y0(0) QTY=3 TOTAL=3 REV. 20.02.00A.1020.20 SCALE=0.3750
""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 11-16-2020
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. 130300
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)/K2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 T1 2x4 SP SS; Special loads
Bot chord 2x4 SP#2 ------(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25)
Webs 2x4 SP#3 W2 2x6 SP SS; TC:From 93 pit at-2.12 to 93 pit at 5.00
Lt Level Return:2x4 SP#3;Rt Level Return:2x4 SP#3; TC:From 47 plf at 5.00 to 47 plf at 8.25
TC:From 93 pit at 8.25 to 93 plf at 15.25
170 mph wind,20.80 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT 11,EXP C, BC:From 20 pit at 0.00 to 20 plf at 5.03
wind TC DL=5.0 psf,wind BC DL=5.0 psf.GCpi(+/-)=0.18 BC:From 10 plf at 5.03 to 10 plf at 8.22
BC:From 20 pit at 8.22 to 20 plf at 13.25
Wind loads and reactions based on MWFRS. TC:415.06 lb Conc.Load at 5.03,8.22
TC:132.59 lb Conc.Load at 7.06
Left and right cantilevers are exposed to wind BC:139.02 lb Conc.Load at 5.03,8.22
BC:71.04 lb Conc.Load at 7.06
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.
65„ + 3,3„ + 5,5„ _I
%4X5 R T2 //14X5(R)
12 T1
5.5 3X5 3X5
go W6
(r T3 r
((6 0 3X6 WA
1112X4 W5 W6 112X4 M
W3
1'2-11n6° 3X4 3X4
1112X4 1112X4
yr° M1 =3X4 B1 =3X5 1112X4 M2 sue°
=3X4 =3 4
1,3,E 1 1„ 9,3„ 2,3„
2' 13'3" 2'
14'1" _I
R=315/-88# U=75# W=8" R=1537# U=700# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = K2 R=13/-20# Rw=19# W=17' SEQ= 104163
PLT.TYP.-WAVE DES(Agidr8el5aoeiISRP1-2014FT1RT=20rrorv0(0) QTY=1 TOTAL= 1 REV. 20.02.00A.1020.20 SCALE=0.3750
w- EAD AND FOLLOW ALL NOTES ON THIS DRAWING1 TC LL 30.Opsf REF
- 1p14�?sfiA URNISH THIS DRAWING TO ALL 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
FFL yr w 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 11-16-2020
JLwJI'a a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
('�7 T r 7r�.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. 130300
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 EEACHr 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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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)/EJ5D THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP SS 170 mph wind,20.83 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 W2 2x6 SP SS;
Lt Level Return:2x4 SP#3; Wind loads and reactions based on MWFRS with additional C&C member design.
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 20.83 ft.from roof edge.
R=133/-2# U=46# Rh=-80# RL=115/-117# NAILED
12 T1
5.5
M
,6 M
1112X4 M
1112X4
W2
N TI
5o3X4
W FM
1112X4
6-5/16° Ll
1
IM B1
III3X6
111/2"
5 1/2"
r 2' 4'6-1/2" _I
5'5"
DESC.= EJ5D R=580# U=210# W=8" R=71# U=5# Rh=80# RL=66# NAILED SEQ— 104151
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RE3RITW2o1SFTIRazo,coruoco> QTY=3 TOTAL=3 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 11-16-2020
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. 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.
PpMPAriT4 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)/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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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)/CJ3D THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,20.37 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 W2 2x6 SP SS;
Lt Level Return:2x4 SP#3; Wind loads and reactions based on MWFRS with additional C&C member design.
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.
R=5/-69# Rw=91# U=82# Rh=-22# RL=136/-65# NAILED
12 T1
5.5 �7--
1112X4 m
0
M
1112X4
(V
W2 fV
(D
N �3X4
W FM
1112X4 F 1 3
M1 B1
5„
2, 5-1/2" 2'6-1/2"
3'5"
DESC. = CJ3D �� SEQ= 104142
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014FT/RT=20%Fff4%# U=295# W=8" QTY=3 TOTAL=3 R=41# U=4# Rh=22# RL=21# NAILED REV. 20.02.00A.1020.20 SCALE=1.0000
"WARNINGI"" LLOW 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 11-16-2020
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)/CJ3E THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 Negative reaction(s)of-202#MAX.(See below)from a non-wind load case requires uplift connection.
Bot chord 2x4 SP#2
Webs 2x4 SP#3 W2 2x6 SP SS; 170 mph wind,20.37 ft mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT 11,EXP C,
Lt Level Return:2x4 SP#3; wind TC DL=5.0 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.
Shim all supports to solid bearing. Deflection meets L/360 live and L/240 total load.Creep increase factor for dead load is 2.00.
R=-202# Rw=119# U=125# NAILED
III3X4
12 T1
5.5 7
III2X4 W3 m -
D
M
1112X4
(V
W
N
W2
=3X4(R
W F-1 FM
1112X4 1 3
8 m M1 1112X4 B1
f f 2,3,E _
2' 2'3-3/4" 8-1/4"
DESC. = CJ3E 3'5" SEQ= 104157
PLT.TYP.-W!L&E162# U=39# RL=140#DEIBfIICE&FBC2017RESfrPl-2014FT/RT=20%(0%u0(0) QTY=1 RtLL4--388# W=8" REV. 20.02.00A.1020.20 SCALE=1.0000
""WARNINGI""READ AND FOLLOW ALL NOTES ON T I 300 Sf REF
**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALRLEEW.4 Rw=54 TC ILL . p U=63# NAILED
y� 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
'Al, (Building Component Safety Information,by TPI and WTCA)for safely practices prior to performing these functions. Installers shall provide
F•LO�yTA 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 11-16-2020
JLwJ 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. 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 TERRACF-. 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.
PQMPAA44 EEACHr FL 33064 For more information see this job's general notes page and these web sites: SPACING 24.0�� JACK
ITWBCG:www.it.bcg.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 11-16-2020
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)/CJ1D THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,19.91 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 W2 2x6 SP SS;
Lt Level Return:2x4 SP#3; Wind loads and reactions based on MWFRS with additional C&C member design.
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.
Shim all supports to solid bearing.
R=-67# Rw=40# U=51# NAILED
12 1112X4
5.5 [:__1T1
1112X4
io -
W2 M
co
0
3X4
W FM
1112X4 1 3
� m �
m M1
1r1/2„ B1
5„
2, 5-1/2" 6-1/2"y{
1'5"
DESC.= CJ1D SEQ= 104154
PLT.TYP.-WRY # U=22# RL=89/-20#bENAILEi3FBC2017RES/TPI-2014FT/RT=20rtFy2W# U=155# W=8" QTY=4 TOTAL=4 REV. 20.02.00A.1020.20 SCALE=1.0000
"WARNINGI"RM
L W T THI3 DRAWINQI TC LL 30.Opsf REF
""IMPORTANT""FURNISH THIS DRAWING T _ LUDING 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 yr 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 11-16-2020
JLwJA a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
QT r 7r�.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. 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 EEACHr 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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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)/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 11-16-2020
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)/HJ5D THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,20.82 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 W2 2x6 SP SS;
Lt Level Return:2x4 SP#3; Wind loads and reactions based on MWFRS.
Deflection meets U360 live and L/240 total load.Creep increase factor for dead load is 2.00. Hipjack supports 5-4-10 setback jacks with no webs.
Fasten rated sheathing to one face of this frame.
R=282# U=215# Rh=-81# RL=-41# NAILED
12 T1
3.89 p
io zo
ih
o0
1112X4
1112X4
W2
c l 5o 3X4
W1
1 1112X4
6-5/16"
M1 B1
III3X5
2F1/1"
7�-I
2'9-15/16" _I 66-5/8" —I
7'7-3/8"
DESC.= HJ5D R(R'0(6)
=�50[f1# U=217# W=10-9/16" R=68# Rh=81# RL=41# NAILE�Q= 104386
PLT.TYP.-WAVE DESIGN CRIT=FBC2017RES/TPI.2014 FT/RT=20%(0%}7 Surface) QTY=2 TOTAL=2 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 11-16-2020
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. 70002
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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= 104005
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 11-16-2020
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 11-16-2020
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)/MV8A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,21.20 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 10.60 ft.from roof edge. See DWG VAL180101014 for valley details.
1112X4
12 T1
5.5
W3
g 3X4 SSO
�3X4
6-sn 6°
M1 W1 W2
N
LU
III3X6
21if, B1 1114X6(R)
I 6'6-3/4"
2'0-3/4" 6'1-3/4" 5
R=142plf U=100plf RL=40/-23plf W=6'6-3/4"
(Rigid Surface)
DESC. = MV8A SEQ= 104311
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 11-16-2020
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. 60612
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)/MV813 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP#2 170 mph wind,21.20 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. Right end vertical 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 10.60 ft.from roof edge.
1112X4
12 T1
5.5
W3
i�
00
-v
3X4
go3X4 W1 W2
o T
1 6-5/16"
1 Yva M 1LU
1113X6
21if, B1 1114X6(R)
I 6'6-3/4"
2'0-3/4" 6'1-3/4" 5
R=142plf U=100plf RL=28/-10plf W=6'6-3/4"
(Rigid Surface)
DESC. = MV8B SEQ= 104315
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 11-16-2020
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. 60612
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)/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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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 11-16-2020
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
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GENERAL NOTES NOTAS GENERALES HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES
Trusses are not marked In any way to identify Los trusses no estan marcados de ningtin modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES.
the frequency oe location of temporary lateral Identifique la frecuenda o kicalizaci6n de restricd6n lateral Q' Warning!Don't overload the crane.
restraint and diagonal bracing.Follow the y arriostre diagonal temporales.Use las recomendaciones iAdvertencial No sobrecarga la gr6a!
recommendations for handling,installing and de maneJo,Instalad6n,restricd6n y arriostre temporal de ® Never use banding alone to lift a bundle.
temporary restraining and bracing of trusses. [as trusses.Vea el folleto SCSI Gufa de Buena Practdca Do not IIft a group of Individually banded bundles.
Refer to BCSI Guide to Goad Practice for Para el Manejo InstaJad6n Restricd6n v Arriostre de JOs
Handling InstaIlloo.Restralaing&Bracing of TnKcx de Madera Conectados con Placas de Metal Para Nunca use s6to los empaques Para levantar un paquete. ns�
Metal Plate Connected Wood Trusses for more Informad6n m6s detallada. No levante un grupo de empaques individuates.
detailed Information.
Los dlbujos de diseno de[as trusses pueden espedfimr las �A single IIft point may be used for bundles
Truss Design Drawings may specify locations of locallzadones de restricd6n lateral pennanente o refuerzo with trusses up to 45'.
permanent lateral restraint or reinforcement for en los mlembros Individuales del truss. Vea la hoja TWO lift points may be used for bundles with
Individual truss members.Refer to the SCSI-B3 resumen BCSI-B3-Restricd6n/Arrigstre Permanente de trusses up to 60'. Q Warning!Do not over load supporting
Summary Sheet-Permanent Restraint/Bradna Cuerdas v Mlembros Seomdarios Para m6s Infomtad6n. Use at least 3 IIft paints for bundles with structure with truss bundle.
of Chords&Web Members for more Information. El resto de Jos disefios de arriostres perrnanentes son la trusses greater than 60'. !Advertenda!No sobrecargue la estructur
All other permanent bracing design Is the responsabllidad del Dlsenador del Edifido. da el a uete de trusses.
responsibility of the Building Designer. Puede usar un solo lugar d ae levantar Para poya con P q
paquetes de trusses hasta 45 pies.
0' The consequences of improper handling,erect- yrF: Puede usar dos puntos de levantar Para Q Place truss bundles in stable position.
9 P g' paquetes m6s de 60 pies. Puse paquetes de trusses en Una posid6r
Ina,Installing,restraining and bracing can result wit estable.
In a collapse of the structure,or worse,serious , _ Use par to menos tres puntos de levantar Para
personal Injury or death. may` `, paquetes m6s de 60 pies.
El resuttado de un manejo,levantamlento, 7f �A.1 INSTALLATION OF SINGLE TRUSSES BY HAND
Instalad6n,restricci6n y ardsotre Incorrecto puede j{� �._ , INSTALACI6N POR LA MANO DE TRUSSES INDIVIDUALES
ser la caida de la estructura o aun pear,heridos o
muertos. t. Trusses 20' r Trusses 30'or
t or less,sup- less,support at r
port at peak. quarter points.
0 Banding and truss plates have sharp edges.Wear
��,a•.,,. Levante Levante de
gloves when handling and safety glasses when .`�'' del pica JOS Jos cuartos
cutting banding. .y trusses de de tramo Jos
Empaques y ptacas de metal tienen bordes j ti 20 pies o F Trusses up to 20' } trusses de 30 I Trusses up to 30'
afilados. Use guantes y lentes protectores cuando menos. Trusses hasta 20 pies I pies o menos. Trusses hasty 30 pies
torte los empaques.
HOISTING OF SINGLE TRUSSES—LEVANTAMIENTO DE TRUSSES INDIVIDUAL
HANDLING — MAN E]O Q Hold each truss In position with the erection equipment until top chord temporary lateral restralnl
is Installed and the truss is fastened to the bearing points.
QAvoid lateral bending.—Evite la flex16n lateral. Sostenga cada truss en posfc!6n con equlpo de gr6a hasty que la restricci6n lateral temporal de li
Use special care In Utilice culdado cuerda superior este Instalado y el truss esta asegurado en los soportes.
windy weather or especial en dias
near power tines ventosos o cerca de r Warning!Using a single pick-point at the peak
and airports. cables etectricos o de can damage the truss.
aeropuertos.
iAdvertenda!El use de un solo lugar Para
levantar en el pico puede hater cl al truss.
Spreader bar
for truss
114, HOISTING RECOMMENDATIONS FOR SINGLE
Q TRUSSES 60'or less
Q The contractor Is responsible for properly O O RECOMENDACIONES PARA LEVANTAR TRUSSES
receiving,unloading and storing the trusses INDIVIDUALES
at the Jobsite.
El contrabsta Uene la responsab!lidad de Q Use proper rig- Use equipo aproplado Approx 12
Tagllna truss length
redblr,descargar y atmacenar adecuada- ging and hoisting Para levantar e _ TRUSSES UP To 3"
mente[as trusses en la obra. equipment. improvisar. pmadrirba, T1IUSSES HASTA 30 PIES_t
T—In Tt°o-l" Attach
Locale Spreader bar 10'O.c.
)i�p'i ��:y: :� �,;V l"X:•:'i•�' a :�F J S reader bar 1/2 to _r above or 6Ellbadc m2K
P I i9 hl Iy
`:T'':"ui`i;1\S:i %•;'.;.,^:i y Wtruss length midToglino
-he 1
.y=y'=` '•nl:fv�(t! „ ,, TRUSSES UP TO 60'
Y :'•:`�::'c;if 1'� ��`; " TRUSSES HASTA 60 PIES
77: --' "`•• -�,.® ® Spreader bar Z!J to
3l4 truss length
Tagllna
If trusses are to be stored horizontally,place V:— TRUSSES UP TO AND OVER GO' —�
blocking of sufficient height beneath the s'-� "w�, TRUSSES HASTA v SOORE 60 PIES
stack of trusses at 8'to 10'on center. Da not store No almacene TEMPORARY RESTRAINT & BRACING
For trusses stored for more than one week, unbraced bundles verticalmente Ios
cover bundles to prevent moisture gain but upright. trusses sueltos. RESTRICCION Y ARRIOSTRE TEM PORAL
allow for ventilation.
Refer to BGSI-82 Summary Sheet-Truss
Refer to JCOuide to Good Practice for 0 F Top Chord Temporai
Installation&Temporary Restraint/Bracing_for �(
Handling.Installing�esFraining&Bra ing Lateral Restraint
more Information. (TCTLR
Qf-MS'Sa�La[�4onneded Wood Trusses - )
for more detailed information pertaining to Vea el resumen B SI B2-R_ estriccion/ \ 20 min.
handling and jobslte storage of trusses. Arriostre TempQral_yInstalaci6n de los
4' i r:� Tarsse Para mas Informac6n, \
rlf Locate ground braces for first truss directly in
Si los trusses estardn guardados horizon- � LJ line with all rows of top chord temporary lat-
talmente,ponga bloqueando de attura = + - m- _ eral restraint(see table in the next column). =9IT
suficiente detras de la pila de los trusses.
Do not store on No almacene en Coloque los arriostres de tlena Para el primer
Para trusses guardados par m6s de Una & uneven ground. tierra desigual, truss directamente en I!nea con cada Una de Brace first truss
semana,cubra Jos paquetes Para prevenir las fitas de restricd6n lateral temporal de la E—securely before
aumento de humedad Pero permila venti-
cuerda superior vea la table en la pr6xima erection of addition
-;_
laci6n. column). trusses,
Vea el fotleto BCSI Guia de Buena Practice _ •v"r " J" o Do not walk on unbraced
I>�el Mara Instalacidn.Restricci6n y Ar-
dostres d�(ps�ue�e Ma�e[�C9nectados trusses.
can Placas de Metal Para informac16n m6s ¢ sueltos.
No Gamine en trusses le
detallada sabre el manejo y almacenado cle 1 su
IDS trusses en 6rea de trabajo.
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STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES LA REsTRiccx6N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2
0 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 Q Refer to BCSI-B7 Diagonal Bracing
1 Summary Sheet 10'of 15'" Repeal Diagonal Bracing
I trusses with short member temporary lateral restraint(see below).q)Install top chord diagonal
bracing Temnorary&Per- `>i!�!j'� ----every 15 truss spaces(30')
g(see below).5)Install web member plane diagonal bracing to stabilize the first five Wsses -anent Restraint/ i
(see below).6)Install bottom chord temporary lateral restraint and diagonal bracing(See below). - ��
! 7)Repeat process on groups of four trusses until all trusses are set. Bracing for Parallel V
_
1)Instale los arrlostres de tiers,2)Instale el primero truss
Trusses for
uss y ate seguremente al arriostre de more Information.
tierre.3)Instale JOS pr6ximos cuatro trusses con restricci6n lateral temporal de miembro corto Vea el resumen
(vea abajo),4)Instale el arriostre diagonal de la cuerda superior(vea abajo).5)Instale arriostre SCSI-B7-Restrir_- Apply Diagonal Brace to
diagonal para los planos de los mlembros secundarios para estable los primeros cinco trusses vertical webs at end of
(vea abajo).65 Instale la restricci6n lateral temporal y arriostre diagonal para la cuerda inferior d6n v Arrl_ ostre cantilever and at bearing Ag Lateral Restralnls
(vea abajo).7)Replta este procedlmiento en grupos de cuatro trusses hasta que sodas los trusses vsses locations. lapped at least two trusses.
esterzlnstalados. Permanente rig
Trusses de Cuerclaq "Top chord Temporary Lateral Restraint spacing shall be
Q Refer to BC5I-132 Summary Sheet-Truss Installation&Temoorery R st • t/Brari n for more Paralelas para mas 10'o.c.max for 3x2 chords and 15'o.c.for 4x2 chords.
Informatlon'. Informad6n.
Vea elreslimen pare mayor INSTALLING - INSTALACION
informad6n.
RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES ^.Outof,Plagg'
EL RESTRICCION/ARRIOSTRE EN TODOS PLANES DE TRUSSES. fo Tolerances for Out-of-Plane. Oiit.ofFfumb Max. Truss
Tolerandas para Fuera-de-Plano. Bow Length
Q This restraint&bracing method Is for all trusses except 3x2 and 4x2 parallel chord trusses. D150 D(fL)
—Length-->► Max.Bmv
Este me[odo de restricci6n y arriostre es pars soda trusses excepto trusses de cuerdas parelelas I � n 114' 1' 3/4' 12.5'
3x2�%4X2. Max Bow Len 12 2 7/8• 14.6'
1)TOF CHORD—CUERDA SUPERIOR Max.Bow ——
'
j Truss Span Top Chord Temporary Lateral Restraint(TCTLR)Spacing I 314• 3' .1.• 16.T
Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Length---r: o ; 1" 4' 1-118" 18,6'
Up to 30' 10'O.C.max. S ' 1.114• 20.8'
Hasta 30 pies 10 pies m6xfmo 2- Plumb 1-1/4' S'
30'to 45' 8'D.C.max. Tolerances for ! bob 1-tf2' s' 1-3/8• 22.9'
30 a 45 pies B pies mexlmo Q out-of-Plumb. 1-1/2• 25.0'
45,to 60' 6'O.C.max.
Tolerancias para 0/50 max 1.3/q• P9,2
45 a 60 pies 6 pies m3ximo Fuera-de-Plomada, 2 28'
60't0 801* 4'o.C.max. 2" 233.3'
60 a 80 pies* 4 pies mhxlmo
CONSTRUCTION LOADING—CARGA DE CONSTRUCCION
Consult a Professional Engineer for trusses longer than 60'. Qr Do not proceed with construction until all lateral restraint and
*Consulte a un ingentero Para Wsses de mas de 60 pies. _ bracing is secure) and properly In lace. taaxtmum seek Rulgh)l
_ \ / 9 Y P P Y P ,for Matarhi_Ion Yrussea -g+
r](See ECSI=B2 for TCTLR options. _ No proceda ran la construccl6n hasta que todas las i-B2 restric
u Vea el BCS Para las opciones de TCTLR. _ _- ��� ��� clones laterales y los arriostres estdn colocados en forma Material Wight
�\ �\ a ro)aria Se Gypsum Board 12"
Refer to RCSI-63 Sum_ _ \- P P Y gura.
mary Sheet-Permanent —
Restraint/Bracing of Chords — ��\\\ \��\ Do not exceed maximum stack heights.Refer to BCSI-B4B4 Plyvood o 058 16"
&Web Members for Gable = _ \�\ \\\ \ coma 'Sh oast,ctlon oading for more Information. Asphaltshingles 2 bundles
End Frame restralnt/bradng/ \ \ No exceda las mdxlmas altures recomendadas. Vea el resumen Conaela Block e"
reinforcement Informatlon. \ BCSI-B4 Cargo de onstr i6n pars mayor Infonnad6n.
Para informaci6n sabre
CWy Tile 3�tiles high
restricci6n/aniostre/refuerzo Repeat diagonal
pare armaz6n de hastial vea Ll braces for each set ofmn&L4
t el resumer BCSi-B3-Re- 4 trusses.
1 striccion/Arriostre Ground bracing not shown for clarity- Replta JOS arrisotres Do not overload small groups or single trusses.
Permanent Permanente de Cuerclasv
Miembros Serundarloc, diagonales Para coda No sobregrgue pequenos gropos o trusses Individuates.
grupo de 4 trusses. Never stack materials near a peak.
2)WEB MEMBER PLANE—PLANO DE LOS MIEMBROS SECUNDARIOS 0 Nunca amontone material cerca del pico.
r • ` L/.1 Place loads over as many trusses as possible.
LATERAL RESTRAINT _.Diagonal u Coloque las cargas sabre tantos trusses Como sea posible.
Bracing Position loads over load bearing walls.
&DIAGONAL BRACING Web Members h g
� Coloque has cargos sabre has Paredes soportantes.
ARE VERY IMPORTANT �`� Truss bracigrM
ILA RESTRICCION - ALTERATIONS—ALTERACIONES shmm for clarity.
QRefer to BCSf-65 Summary Suet-Tru s Damage lobslte ModifiCOon R in II on Errors,
LATERAL Y EL \ Vea el resumen BCSI-135 Dafios de trusses,Modlfi a Ion n ba Obra y Error s de Instals ion.
f ARRIOSTRE
[ DIAGONAL �� \ Do not cut,alter,or drill any structural member of a truss unless
4 Bottom Chords specifically permitted by the Truss Design Drawing.
I SON MUY No torte,altere o perfore ning6n miembro esWctural de los
IMPORTANTES! Diagonal Braces every 10 trusses,a menos que este espedficamente permitdo en el dibujo
truss spaces(20'max.) del dlseno del truss.
AV
10'-15'max,Same sparing as
bottom chard Lateral Restraint Some chord and web members Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's
prior approval may render the Truss Manufacturer's limited warranty null and void.
�I not shown for clarity.
3)BOTTOM CHORD—CUERDA INFERIOR Trusses que se han sobrecargado durente la constructi6n o han lido alterados sin una autorizad6n
previa del Fabdcante de Trusses,pueden reducir o eltminar la garenda del Fabricante de Trusses.
Lateral Restraints-2x4x1Z'or _ NOTE;The Tress Manufacturer and Truss Designer rely on the presumption dot bra eanbadv and vane operator(if applkabk)are
professionals with the capability to undertake the work they have agreed to do on any given project If tine eontmdor t dkves It needs
t greater lapped over two Wsses. \ assistance In some aspect of the construction project,It should seek assistance from a ran pc a t pony,The me0xds and procedures
{l \` \ \ \• outlined In this document are Intended to ensure that the overall construction techniques employed will put the trusses Into place SAFELY.
\ \ These recommendations for handling,Installing,restraining and tracing trusses are based upon the collective experience of leading
Bottom ` personnel InvMvcd with Wss design,manufacture and IrWnIWOon,but must,due[o the rsaNre orresponslbflitles Involved,be presented
chords `\ \ only as a GUIDE for use by a qualified Building Designer or Contractor.It Is not Intended that uxse nxommendatkns be Interpreted as
- superior to the Building Designer's design specification for handling,Installing,restraining and bracing trusses and It does not preclude the
yy �� use of other equtvarent methods for restraining/bracing and providing stability for the walls,a unis,floors,roofs and all the Interrelated
structuml building components as determined by the Contractor.Thus,WTCA and TPI expressly dadalra any resporuMnty for damages
\ arlsing from the use,application,or reliance on the recommendations and Information centallxd to dn.
Diagonal Braces every Ilk
10 truss spaces(20'max.) `"x°" n TRUSS PLATE INSTITUTE
6300 Enterprise Lane•Madison,WI 53719 218 N.Lee SL,Ste,312•Alexandira,VA 22314
Some chord and web members 608/274-4849•www.sbdndusbyxom 0.www.tPlnst.or 703/683-101
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I& These products are available with additional corrosion r,,` These products are approved for Installation with the Strong-Drives
protection.For more information,see p.18. SD Connector screw.See pp.39-40 for more information.
Model Min. Dimensions(in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code
Heel Ga. Carrying Carried Uplift I Flaor Snow Roof Wind Uplift Floor Snow Raof Wind Ref.
No. lHelghtl W I H 1 13 1 Member Member (160)11(100) (115) (125j (160j (160) (100) (f15) (125) (160)
Double 2x Sizes
LUS24-2 2Y4 181 3'/a 3'A 2 (4)16d (2)16d 440 1 800 1 910 1 985 1,2501 380 680 780 1845 11,070
(� LUS26-2 4Tis 18 31/a 47/s 2 (4)16d (4)16d 1,105 11,030 1,180 1,280 1,625 1,000 880 1,010 11,09011,385 17 L17,FL
° HHUS26-2 491s 14 3% SYa 3 (14)16d (6)16d 1,550 12,785 3.155 3,405 4.265 1,335 2,390 2,710 2,925 3,665
HGUS26-2 49'r6 12 3V16 5% 4 (20)16d (8)16d 2,155 14,355 4,875 5,230 5,575 1,855 3,760 4,200 4,500 4,195
HGU026-2-SDS3 Sh 12 3%6 5% 4 (12)'/4"x 3"SDS (4)Yi'x 3"SDS 1,635 5,040 5,565 5,565 5.565 1.175 3,630 4;005 4,005 4,005 FL
LUS28-2 4% 18 31/a 7 2 (6)16d (4)16d 1,165 1,315 1.500 1,625 2,060 1,000 1,125 1.285 1,390 1,765
HHUS26-2 ffm 14 3% 71/4 3 (22)16d (8)16d 2,000 4,210 4,770 5,140 6.440 1,720 3,615 4,095 4,415 5,375 17 L17,FL
HGUS28-2 6%5 12 3Vs 7% 4 1 (36)16d (12)16d 3,235 7,460 7,460 7,460 7.460 12,785 6,415 6,415 6,415 6,415
JR�4 HGU028-2-SDS3 7A 12 3Vii6 7Vis 4 1 (20)1/4"x 3"SDS (6)Y4"x 3"SDS 2,565 7,330 7,330 7,330 7,330 1,845 5,280 5,280 5,280 5,280 FL
ED LUS210-2 6Y6 18 3'/a 9 2 (8)16d (6)16d 1,745 1,830 2,090 2,265 2.870 1,500 1,565 1,785 1,935 2,455
HHUS210-2 8Ya 14 316 87/a 3 (30)16d (10)16d 3.745 5,635 6,380 6,880 7,165 3,525 4,835 5.270 5,380 5.765 17 L17 FL
HGUS210-2 89/s 12 3% Rw 4 (46)16d (16)16d 4,095 9,100 9,100 9,100 9,100 3,525 7,455 7730 7,825 7,825
HGO0210-2-SDS3 9Y< 12 3M6 97m 4 (28)1/4"x 3"SDS (8)1/;x 3"SDS 3.440 7,415 7415 7,415 7,415 2,475 .5,340 5,340 5,340 5,340 FL
Triple 2x Sizes
HGUS26-3 41% 12 41% 51h 4 (20)16d (8)16d 2,155 4,355 4,875 5,230 5,575 1,855 3,750 4,200 "4,500 4,795 17 L17 FL
( HGU026-3-SDS4.5 511 12 4116 51h 4 (12)1/4"x 41h"SDS (4)Ile x 4'h"SOS 1,635 5,040 5.165 15,165 5,165 1,175 13,630 3,720 3,720 3,720 FL
HGUS28-3 6t-Ys 12 4'-6 7'/4 4 1 (36)16d (12)16d 3,235 7,460 7,460 17,460 7,460 2,785 16.415 6,415 6,415 6.415 17,L17,FL
0 HGU028-3-SDS4.5 7Y4 12 4LY,6 71/4 4 (20)1/4"x 0Y SDS(6)1/4"x41/z"SDS 2,565 .8.400 9,175 10,175. 9,175 1,845 16,050 6,605 6,605 6,605 FL
HGUS210-3 81-s 12 41V16 91/4 4 (46)16d (16)16d 4,095 9,100 9,100 9,100 9100 3,525 7.825 7,825 7,825 7,825 17,L17,FL
0 HGU0210-3-SDS4.5 914 12 4'V4 9'/4 4 (28)I/V x 41e SDS(8)1/4"x 4 rW SDS 3,440 9,745 9,745 9,745 9,745 2,475 7,015 7,015 7,015 7,015 FL L
HGUS212-3 105/e 12 4>V1s 101/4 4 (55)16d (20)16d 5,045 9,600 9,600 9,600 9,600 4,335 8,255 8,255 6.255 8,255 O
HGUS214-3 12% 12 41-s 12'/4 4 (66)16d (22)16d 5.515 10,100 10.100 10,100 10,100 4,745 8.685 8,685 8,685 8,685
17,L17,FL +�
Quadruple 2x Sizes C
HGUS26-4 51h 12 6% 57/16 4 (20)16d 8)16d 2,155 14,355 4,875 5;230 5,575 1,855 1 3,750 14,200 4.00 4,795 17,L17 FL OG
HGU026-4-SDS6 5Ye 12 6M6 5% 4 (12)1/4"x 6"SDS (4)'/4"x 6"SDS 2.375 5,040 5,165 5,165 15,165 1,7f0 3,630 3,720 3,720 3,720 FL V
HGUS28-4 7Y4 12 611;s 7:Yte 4 (36)16d (12)16d 3,235 7,460 7,460 7.460 1 7460 2,785 6,415 6,415 6,415 6,415 17.L17,FL N
N
°z HGU028-4-SDS6 7Y4 12 6Vi6 7YIs 4 (20)1/4"x 6"SDS (6)1/4"x 6"SDS 4,020 8,400 8,866 8,860 18,860 2,890 6,050 6,380 6,380 6,380 FL
HGUS210-4 9% 12 6% 9:Yi6 4 (46)16d (16)16d 4,095 9.100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825 17,L17,FL
HGU0210-4-SDS6 9Y4 12 6Tis 9-Ys 4 (28)114"x 6'SDS (8)/4"x 6"SDS 4,170 10,26010,26010,26010,260 3,000 7,385 7,385 7,385 7,365 FL
NGUS212-4 10% 12 6%6 10% 4 (56)16d (20)16d 5,045 9,600 9,600 9,600 .9,600 4,335 8,255 8,255 8,255 8.255- 17,L17,FL @
HGUS214-4 12% 12 6Vis 12% 4 (66)l6d ' (22)16d 5,515 10,100 10.100 10,100 10,100 4,745 8,685 8,685 8,685 8,685 fl
4x Sizes
LUS46 43'e 118 1 33rs 4% 2 1 (4)16d (4)16d 1,165 11,030 1,180 1,280 11.625 1,0001 880 11,010 1,090 1,385
HGUS46 4Yrs 12 35/a 47/s 4 (20)16d (8)16d 2,155 4,355 4,875 5,230 5.575 1,855 3,750 14,200 4,500 4,795 17,L17,FL
' 1
(� HHUS46 4-s 14 3% 51/is 3 (14)16d (6)16d 1,550 2,790 3,160 3,410 4,265 1.335 2,390 12,710 2,925 3,665
HGU046-SDS3 5h 12 35/a 4% 4 (12)1/4"x3"SOS (4)Y4'x3"SOS 1,635 5,040 5,165 5.155 5,165 1.175 3,630 3,720 3,720 3,720 FL
LUS48 4'/s 18 3M6 6'/4 2 (6)16d (4)16d 1,165 1,315 1,500 1,625 2,060 1,000 1,125 1,285 1,390 1,765
HUS48 61/a 14 39/i6 7 2 (6)16d (6)16d 1,550 1,595 1,815 1,960 2,470 1,550 1,365 1,555 1,680 2,115 17,L17,FL
HHUS46 6Yz 14 3% 7Ya 3 (22)16d (8)16d 2,000 4.215 4,770 5,150 6,440 1.720 3,615 4,095 4.415 5,535
7GUS48 67,6 112, 35/a 7%,1 4 1 (36)16d (12)16d 3,235 7,460 7,450 1,7,460 7,460 2,785 16,415 6,415 6,415 6,415
i HGU048-SDS3 7Ya 1 12 35/a 67A 1 4 1 (20)1/4"x 3"SDS (6)'/4"x 3"SDS 2,565 7,330 7,330 7,330 7,330 1,845 15,280 5,280 5,280 5,280 FL
LUS410 61/4 18 39/,s 8Y4 2 (8)16d (6)16d 1,745 1,830 2,090 2,265 2,870 1,500 11,565 1,785 1.935 2,455
7HUS410 8'/a 14 35/a 9 3 (30)16d (10)16d 3,745 5,640 6,385 6,890 7,165 3,440 14,835 5,480 5.910 6,165 17,L17,FL
HGUS410 87/6 12 3% 9Y6 4 (46)l6d (16)16d 4.095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825
HGU0410-SDS3 9A 12 1% 87/e 4 (28)Y4"x 3"SDS (8)1b"x 3"SDS 3,440 7,415 7,415 7.415 7,415 2,475 5.340 5,340 5,340 5,340 FL
HGUS412 10% 12 3% 107/s 4 (56)l6d (20)l6d 5,045 9600 9;600 9,600 9,600 4.335 8,255 8,255 8,255 8,255 17.L17,FL
HGUS414 117tis 12 331 12Yrs 4 (66)16d (22116d 5,515 10,100 10,100 10,00 10,100 4,745 8,685 8.685 8,685 8,685
1.Uplift loads have been Increased for wind or earthquake loading with no further When Strong-Drive SDS Heavy-Duty Connector screws do not penetrate all plies
increase allowed.Reduce where other bads govern, of the supporting girder truss,supplemental Strong-Drive SDS Heavy-Duty
2.Wind(160)Is a download rating. Connector screws at the hanger locations may be required to transfer the bad to
3.Minimum heel height shown Is required to achieve full table bads.For less than the truss plies not penetrated by the face fasteners,as deleirrined by the Designer.
minimum heel height,see technical bulletin T-C-REDHEEL at strongtie.com. 7.The supporting girder truss must have adequate thlcla a to accommodate
4.Truss chord cross-grain tension may limit allowable loads in accordance the screw length,so that the screw does not protrude out the back of the
with ANSI/TPI 1-2007.Simpson Strong-Tie°Connector Selector'Software girder.3'-or 4W-long Strong-Drive SDS Heavy-Duly Connector screws
includes the evaluation of cross-grain tension in its hanger allowable bads. may be substituted for the longer Strong-Drive SDS Heavy-Duty Connector
For additional information,contact Simpson Strong-Tie. screws with no bad reduction.
S.Simpson Strong-Ties Strong-Drives SDS Heavy-Duty Connector screws are 8.Loads shown are based on minimum of 2-ply 2x carrying member for nailed
permitted to be Installed through metal truss plates as approved by the Truss hangers.With 3x carrying members,use 16d x 2114'nails into the header and
Designer,provided the requirements of ANSI/fPI 1-2014 Sections 7.5.3.4 and 16d commons into the joist with no load reduction.With single 2x carrying
8.9.2 are met(pre-dulling required through the plate using a maximum of 45a'bit). members,use 1 Od x 1 W nails into the header and 10d commons Into the
6.Strong-Drive SDS Heavy-Duty Connector screws that penetrate all plies of the joist,and reduce the bad to 0.64 of the table value.
supporting glider(screws must penetrate a minimum of 1'into the last truss ply) 9.Nails:16d=0.162'dia.x 3'h'long.See pp.26-27 forother nail sizes
may also be used to transfer the bad through all the plies of the supporting girder, and information.
237
Face--Mount Hangers -- Solid Sawn Lumber (DF/SP)
m
The Joist Hanger Selector software enables you the most optimum product for your project.
The software takes into consideration all the characteristics seen in this catalog. Visit strongtie.com/jhs.
These products are available with additional corrosion fpr These products are approved for Installation with the Strong-Drive°
protection.For more Information,see p.18. V SD Connector screw.See pp.39-40 for more Information.
Dimensions(in.) Fasteners OF%SP Allowable Leads Installed
Joist Min. Code
Size Model No. JGa U I(ft Floor Snow Roof Cost Index
W H B Max. Header Joist (160J (160) (115) (125) {ICI) Ref.
Sawn lumber Sizes
LL124 1201 ilia 1 3%a I IV, I - 1 (4)16d (2)10d x 1 W 265 555 635 685 Lowest
17,127,F!,15,L17
Q 2X4 LUS24 1'81 1M.1 3'% 1.134 - (4)10d (2)10d 490 670 765 .825 +3%..
U24 1161 1 tie 1 31/a f 114 1 - 1 (4)16d 1 (2)10d x 1 W 265 575. 655 705 +57% 17,FL,Liz
HU26 14 11Se 3Ye 2'/� - (4)16d (2)10dx 1'16" 335 595 670 720 +29A..
M LUS24-2 1181 314, 1 3% 1 2 (4)16d 1 (2)16d 1 440 1 800 1 910 1 965 Lowest 17,127.FL,L5,L17
DBL 2X4 ' U24-2 16 35a 3 2 - (4)16d (2)10d 370 575 655 705 +33% 17,FL,L17
HU24-2/HUC24-2 14 3'/a 3Ya 21h - (4)16d (2)10d 360 380 595 720 +240%
Q LUS26 18 ltie 4Y4 1V4 - (4)10d (4)10d 1,165 .865 990 1,070 Lowest
LU26 20 1 tie 43/4 1� (5)16d (4)10d x 1'h" 565 835 950 1,030 +6% 17,127,FL,L5,L11
U26 16 1 tie 43/4 2 - (6)16d (4)10d x 11h" 585 865 960 1,055 +43%
2x6
Q lUC26Z 16 1 tie 434 13/4 - (6)16d (4)tOd x 1 730 845 965 1,040 +160% 17,FL,L17
IED HU26 14 11ie 3Ye 254 - (4)16d (2)10dx 1'/z" 335 595 670 720 +179%
HUS26 16 lea 5% 3 - (14)16d (6)16d 1,550 2,720 3,095 3,335 +276%
Q rU26
-2 18 3%a 4'/e 2 - (4)16d (4)16d 1,165 1,030 1,160 1.275 Lowesl 17,127,FL,L5,L17
16 3'/a 5 2 - (5)16d (4)10d 740 1,150 1,305 1,410 +65%
DSL 17,FL,L17
2X6 -2/HUSCH-2 14 3'% 5-a 2 - (4)l6d (4)16d 1,235 1,065 1,210 1,305 +172%
14 3%a 5% 25z Min. (8)16d (4)10d 760 1,190 1,345 1,445 +233% 17,f27,FL,L5,L17
/HUC26-2
141 3'/a 5% 25z Max. (12)16d (6)10d 1,135 1,785 2,015 2,165 +254% 17.FL,L17
LUS26-3 1181 41'a 4'% 2 1 1 (4)16d (4)16d 1',.165 1,030 1 1,180 1,280'
TPL U26-3 1161 4% 4'/+ 2 (8)16d (4)10d 140 1,150 1,305 1,410
2x6 14 41Ya 4Y. 2'h Min. (8)16d (4)10d 760 1,190 ;44 1,345 15 17,FL
� HU26-3/HUC26-3 � `
14 4'Ye 4% 25z Max. (12)16d (6)10d 1,135' 1,785 7;015 2,165
Q LUS26 1181 ttie 1 415 11K - (4)10d (4)10d 1,165 865 990 1,070 Lowest
LU26 201 1 tie 4Y, 15z - (6)16d (4)10d x 1%z" 1 565 635 1 950 1,030 +6%
Q LUS28 181 1Tiia 6% 1'14 - (6)10d (4)10d 1,165 1,105 1.260 1,365 +23% 17,127,FL,L5,L17
LU28 20 1 tie 6-Y. 1%z - (8)16d (6)10d x 1'h' 850 1,110 1,270 1,335 +39%
20 U26 16 11ie 43/4 2 - (6)16d (4)10d x 1'h- 585 865 980 1,055 +43%
Q LUC26Z 18 1 tie 43/4 13/i - (6)16d (4)10d x I W 730 845 965 1,040 +160% 17,FL,L17
)� HU28 14 11ie 5'/4 2'/4 - (6)16d (4)10d x 1%i 610 895 1,005 1,085 +251%
HUS26 16 13'e 53/a 3 - (14)16d (6)16d 1,550 2,720 3,095 3,335 +276%
[� HUS28 16 13Vaa 7 3 - (22)16d (8)16d 2,000 3,965 4,120 4,220 +409%
Q LUS26-2 18 3'/a 4% 2 - (4)16d (4)16d 1,165 1,030 1,180 1,280 Lowest 17,127,FL,L5,L17
Q LUS28-2 18 35a 7 2 - (6)16d (4)16d 1,165 1,315 1,500 1,626 +8%
DBL U26-2 16 3'/a 5 2 - (8)15d (4)10d 740 1,150 1,305 1.410 +65%
2x8 HUS28-2 14 3Ya 71ic 2 - (6)16d (6)16d 1,550 1,595 1.815 1.960 +188%
14 3'/e 7 2'/z Min. (10)16d (4J lOd 760 1,490 1.680 1,805 +397% 17,FL,L17
Q HU28 2/HUC28-2 14 3'/a 7 2'/z Max. (14)16d (6)10d 1,135 2,085 2,350 2,530 +418%
1.Uplift loads apply to 10d and 16d header fasteners.Uplift loads 5.DF/SP loads can be used for SCL that has fastener holding capacity
have been Increased for wind or earthquake loading with no of Doug Fir,
further Increase allowed.Reduce where other loads govern. 6.Truss chord cross-grain tension may limit allowable loads.In accordance
2.ttld commons or 16d sinkers may be used instead of the with ANSI/TPI 1-2014.Simpson Strong-Tie°Connector Selector'
specified 16d at 0.84 of the table load value, software Includes the evaluation of cross-grain tension In Its hanger
3.16d sinkers may be used Instead of the specified lod allowable loads.For additional Information,contact Simpson Strong-Tie, H
commons with no bad reduction.(16d sinkers are not 7.Nails:16d=0.162'dia.x 3 W long,10d=0.148'dia.x 3'long,
acceptable for HDG applications.) 10d x 1 YV=0.148'dia.x 1 W kxig.See pp.26-27 for other nail sizes
4.Min,nailing quantity and load values-fill all round holes; and Information,
Max.nailing quantity and load values-fill all round and 'Hangers do not have an Installed Cost Index
triangle holes.
Codes:See p.14 for Code Reference Key Chart