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HomeMy WebLinkAboutTRUSSaa
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FLO�
QUALITYTRTJSS
5625 PARK cENTRA(- Os�
POMPAh1O• 13EACR FL -
PROJECT NAME&ADDRESS
c1TYICOUNTY
CONrRACMpj,,IiLDER
v,RnnFUEL-EVATION
ST'Ai-EMEMP t cerfify
and checked for coml
to wind and forces ai;
CONDITION
TRUSS
L
That fhe engfi
fiance with (l
,
KO RI DA QUALITY TRUSS,
3625 PARK GENT'RALBOA) NORTH
PpMpANO BEAM., 954 978� � $99p
PH, ONE: (9541975�338j�uthmet
E-MAIL: flq# Co
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leeringo r The Trusses
e plorlda Building Coe
the fal/ov(ng prvva
R60F TRUSSES
.
TOP CHORD LIVE LOAD
TOP CHORD DEAD LOAD
BOTTOM.CHORD LIVE LOAD
v
BOTTOM CHORD DEAD LOAD
TOTAL LOAD
DURATION FACTOR
.
� I ��
WIND ANALYSES
ASCE 7--'i0 470 O
—41
ExPOSURE CATAGORY .----
' MEAN ROOF HE(GHT
COMPUTER•PROGRAM USED FOR DESIGN: ALPINE
Attached Is a index sheet submitted in accordanceovad I
are photocopies of the original design and app
information Is true and correct to the Pest. of my knc
HIICMET TUMER TUMAY, P.E.
-FL- REG. #50109
3500 N.W. 2nd AVE.
.. SUITE 708
- PoDARATO,N. FL 8.9431
r•/
_.__---- I-OTI13LOCK
JOB# L�
on the attached seatedindex sheet have been deslgCed
the trusses have been de. tgned to proviideresistan
-00011 TRUSSES
;h Florida Statude 64G'(5-31.003• the pages numberedl thru,
me• As witness by my seal .1 hereby certify that to alb ove
rledgej and belief. �-
4 •
I
I
fit
No 50109 '
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140
180
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q%01%Ildl11ll////
its 1 T,
�9®0� \-I
HIKMETTUMER TUMAY, P.E.
=
No 50105 : =
FL. REG. #50109
'
3500 Pl:W.'-:2nd AVE.
T
:..
S.UITr 7Q8
"[
�RI
��A b7lP,
OCA' RATON`TF 33431
APR 0 2 2019
Florida Quality Truss
Engineering -List
Main Office:772-545-3950 Job #: 19HSO44
AIt.Ph: - Fax:772-545-3690
Date: 3/27/2019
Customer Information: Project Information:
Name: Contact: Nam I :
I
VILLADELTA CONSTRUC Fill in later MAYRIDES RES.
Address: Address: Reglon:
96,32 ENCLAVE CIR. I
City, State, Zip: City,IState, Z/p:
PORT ST. LUCIE, FL
I
Salesman: Notes: Load/ng: TC BC
Fill in later
LL 20 0
Designer.
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
57-01-08
Al
5.00 0.00 00-00-00
02-06-00 00-00-00
09-06-13
2-Ply 1901lbs.each
2X6 / 216 00-00-00
00-00-00 00-00-00
2
1
57-01-08
A2
5.00 0.00
00-00-00
02-06-00
00-00-00
10-07-13
487.2 lbs. each
2X6 / 2X6
00-00-00
00-00-00
00-00-00
3
1
54-05-08
A3
I
0.00 0.00
00-00-00
00-00-00 00-00-00
11-02-03
479.5lbs. each
2X6 / 2x5
00-00-00
00-00-00 00-00-00
4
1
54-05-08
A4
0.00 0.00
00-00-00
00-00-00 00-00-00
11-02-03
483.7lbs. each
2x6 / 2X5
00-00-00
00-00-00 00-00-00
5
1
54-05-08
A5
0.00 0.00
00-00-00
00-00-00
00-00-00
11-02-03
486.5 lbs. each
2X6 / 2x5
00-00-00
00-00-00
00-00-00
6
1
54-05-08
A6
0.00 0.00
00-00-00
00-00-00
00-00-00
11-02-03
483.0 lbs. each
2X6 / 2x6
00-00-00
00-00-00
00-00-00
7
1
54-05-08
A7
0.00 0.00
00-00-00
00-00-00 00-00-00
11-02-03
489.3 lbs. each
2x6 / 2x6
00-00-00
00-00-00 00-00-00
8
1
54-05-08
A8
0.00 0.00
00-00-00
00-00-00 00-00-00
11-02-03
511.01bs. each
2X6 / 2X5
00-00-00
00-00-00 00-00-00
9
1
54-05-08
A9
0.00 0.00
00-00-00
00-00-00 00-00-00
11-02-03
541.1 lbs. each
2x8 / 2X5
00-00-00
00-00-00 00-00-00
10
1
54-05-08
All0
0.00 0.00
00-00-00
00-00-00 00-00-00
11-02-03
531.3 tbs. each
2x8 / 2x5
00-00-00
00-00700 00-00-00
11
1
54-05-08
All
0.00 0.00
00-00-00
00-00-00 00-00-00
11-02-03
486.5 tbs. each
2x6 / 2x5
00-00-00
00-00-00 00-00-00
12
1
54-05-08
Al2
0.00 0.00
00-00-00
00-00-00
00-00-00
11-02-03
480.9 lbs. each
2X6 / 2X6
00-00-00
00-00-00
00-00-00
13
1
54-05-08.
Al
0.00 0.00
00-00-00
00-00-00
00-00-00
13-06-03
502.6 lbs. each
2x6 / 2X6
00-00-00
00-00-00
00-00-00
14
1
54-05-OS
A14
0.00 0.00
00-00-00
00-00-00 00-00-00
13-06-03
491.4 lbs. each
2x6 / '2X5
00-00-00
00-00-00 00-00-00
Page 1 of 9
4
1
m
Tt.nvin PPYlnO Uct
Seq.
Num.
Qty
Span Description Truss
Slope
OH - L
I
CANT-L STUB-L
o Height
TC/BC
OH - R
CANT-R STUB-R
15
1
54-05-08 Al
0.00 0.00
00-00-00
00-00-00 00-00-00
13-06-03
499.1 lbs. each
2x6 / 2x5
00-00-00
00-00-00 00-00-00
16
1
54-05-08
Al
0.00 0.00
00-00-00
00-00-00 00-00-00
13-06-03
2-Ply 1876lbs. each
2x6 / 2x5
00-00-00
00-00-00 00-00-00
17
1
57-01-08
A17
I
5.00 0.00
00-00-00
02-06-00 00-00-00
06-10-06
2-Ply 2058lbs. each
2X6 / 2X6
00-00-00
00-00-00 00-00-00
18
1
59-09-08
A18
I
5.00 0.00
00-00-00
02-06-00 00-00-00
06-10-06
2-Ply 2022lbs. each
2x6 / 2x6
00-00-00
02-06-00 00-00-00
19
1
48-01-08
A19
I
0.00 0.00
00-00-00
00-00-00
00-00-00
09-09-15
382.91bs. each
2X6 / 2x6
00-00-00
00-00-00
00-00-00
20
1
52-07-08
A20
0.00 0.00
00-00-00
00-00-00
00-00-00
11-09-04
2-Ply 1753Ibs.each
2X5 / 2X6
00-00-00
00-00-00
00-00-00
21
1
55-01-08
A21
I
6.50 0.00
00-00-00
02-06-00 00-00-00
11-02-06
450.8lbs. each
2X6 / 2X6
00-00-00
00-00. 00 00-00-00
22
1
52-07-08
A22
6.50 0.00
00-00-00
00-00-00 00-00-00
11-02-06
437.51bs. each
2X6 / 2x6
00-00-00
00-00-00 00-00-00
23
1
52-07-08
A23
6.50 0.00
00-00-00
00-00-00 00-00-00
11-02-06
425.6 lbs. each
2X6 / 2x6
00-00-00
00-00-00 00-00-00
24
1
50-01-08
A24
6.50 0.00
00-00-00
00-00-00 00-00-00
11-02-06
393.4 lbs.. each
2x6 / 2X6
00-00-00
00-00-00 00-00-00
25
1
50-01-08
A25
6.50 0.00
00-00-00
00-00-00 00-00-00
11-02-06
470.4 lbs. each
2x6 / 2x6
00-00-00
00-00-00 00-00-00
26
1
50-01-08
A26
6.50 0.00
00-00-00
00-00-00
00-00-00
11-02-06
467.6 lbs. each
2X6 / 2X6
00-00-00
00-00-00
00-00-00
27 1
1
50-01-08
A27
6.50 0.00
00-00-00
00-00-00
00-00-00
11-02-06
459.2 lbs. each
2x6 / 2x6
00-00-00
00-00-00
00-00-00
28
1
50-01-08
A28
6.50 0.00
00-00-06
00-00-00 00-00-00
11-02-06
471.1 lbs. each
2X6 / 2x6
00-00-00
00-00-00 00-00-00
29
1
48-03-08
A29
0.00 0.00
00-00-00
00-00-00
00-00-00
06-10-06
408.8 lbs. each
2x6 / 2x6
00-00-00
02-06-00
00-00-00
30
1
52-09-08
A30
0.00 0.00
00-00-00
00-00-00 00-00-00
11-09-04
z-Ply 1954Ibs.each
2x5 / 2x6
00-00-00
02-06-00 00-00-00
31
1
55-03-08
A31
6.50 0.00
00-00-00
02-06-00 00-00-00
11-02-06
471.1 lbs. each
2x6 / 2X6
00-00-00
02-06-00 00-00-00
32
1
52-09-08
A32
6.50 0.00
00-00-00
00-00-00 00-00-00
11-02-06
471.8 lbs. each
2X6 / 2X6
00-00-00
02-06-00 00-00-00
33
1
52-09-08
A33
6.50 0.00
00-00-00
00-00-00
00-00-00
11-02-06
461.3 lbs. each
i
2x6 / 2x6
00-00-00 1
02-06-00
00-00-00
34
1
52-09-08
A34
6.50 0.00
00-00-00
00-00-00
00-00-00
11-02-06
458.5 lbs. each
2X6 / 2x6
00-00-00
02-06-00
00-00-00
35
1
52-09-08
A35
6.50 0.00
00-00-00
00-00-00 00-00-00
11-02-06
477.4 lbs. each
2x6 / 2x6
00-00-00
02-06-00 00-00-00
36
1 1
50-03-08
A36
6.50 0.00
00-00-00
00-00-00
00-00-00
11-01-04
451.5 lbs. each
i
2x6 / 2x6
00-00-00
00-00-00
00-00-00
I
Page 2 of 9
aA
Engineering List
Seq.
Qty
Span
Description Truss
Slope OH - L
CANT-L STUB-L
Height
Num.
TCIBC OH - R
CANT-R STUB-R
37
1
50-03-08
A37
6.50 0.00 00-00-00
00-00-00 00-00-00
10-00-04
431.s tbs. each
2,6 / 2x6 00-00-00
00-00-00 00-00-00
38
1
50-03-08
A38
I
6.50 0.00
00-00-00
00-00-00 00-00-00
08-11-04
2-Ply 1sloros.each
2x6 / 2x6
00-00-00
00-00-00 00-00-00
39
1
45-03-08
A39
I
6.50 0.00
00-00-00
00-00-00 00-00-00
07-10-04
305.2 tbs. each
2x4 / 2x5
00-00-00
00-00-00 00-00-00
40
1
45-03-08
A40
I
6.50 0.00
00-00-00
00-00-00 00-00-00
08-00-11
309.4 tbs. each
2x4 / 2x5
00-00-00
00-00-00 00-00-00
41
1
47-09-08
A41
6.50 0.00
00-00-00
02-06-00
00-00-00
08-00-11
316.4 tbs. each
2x4 / 2x5
00-00-00
00-00-00
00-00-00
42
1
47-09-08
A42
I
6.50 0.00
00-00-00
02-06-00
00-00-00
08-00-11
2 -Ply 1282 Ibs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
43
2
47-09-07
A43
6.50 0.00
00-00-00
00-00-00 00-00-00
11-02-06•
357.0 Ibs. each
2X5 / 2X5
00-00-00
02-06-00 00-00-00
44
4
50-03-07
A44
I
6.50 0.00
00-00-00
02-06-00 00-00-00
11-02-06
361.2 tbs. each
2x5 / 2x5
00-00-00
02-06-00 00-00-00
45
2
50-03-07
A45
6.50 0.00
00-00-00
02-06-00 00-00-00
11-02-06
310.8 tbs. each
2x5 / 2x5
00-00-00
02-06-00 00-00-00
46
3
47-09-07
A46
6.50 0.00
00-00-00
02-06-00 00-00-00
11-02-06
340.2 tbs. each
2X5 / 2x5
00-00-00
00-00-00 00-00-00
47
2
47-09-07
A47
I
6.50 0.00
00-00-00
02-06-00 00-00-00
11-02-06
305.2 tbs. each
2X5 / 215
00-00-00
00-00-00 00-00-00
48
3
47-09-07
A48
6.50 0.00
00-00-00
02-06-00
00-00-00
11-02-06
364.o tbs. each
2X5 / 2X5
00-00-00
00-00-00
00-00-00
49
1
47-09-07
A49
I
6.50 0.00
00-00-00
02-06-00
00-00-00
11-01-04
393.4 tbs. each
I
2x5 / 2x5
00-00-00
00-00-00
00-00-00
50
1
47-09-07
A50
6.50 0.00
00-00-00
02-06-00 00-00-00
10-00-04
362.6 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
51
1
47-09-07
A51
6.50 0.00
00-00-00
02-06-00
00-00-00
08-11-04
MA tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
52
1
47-09-07
A52
6.50 0.00
00-00-00
02-06-00 00-00-00
07-10-04
289.81bs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
53
1
47-09-07
A53
6.50 0.00
00-00-00
02-06-00 00-00-00
06-09-04
305.2 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
54
1
47-09-07
A54
6.50 0.00
00-00-00
100-00-00
02-06-00 00-00-00
05-08-04
281.4 tbs. each
2x5./ 2X5
00-00-00
00-00-00
55
1
47-09-07
A55
6.50 0.00
00-00-00
02-06-00
00-00-00
04-07-04
277.2 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
56
1
36-05-11
B1
4.25 0.00
00-00-00
02-05-13
00-00-00
07-03-04
203.0 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
57
1
57-02-02
B2
4.25 0.00
00-00-00
02-06-00 00-00-00
06-06-12
383.6 tbs. each
2x6 / 2X6
00-00-00
02-06-00 00-00-00
58
1
57-02-02
B3
4.25 0.00
00-00-00
02-06-00
00-00-00
06-00-06
3e0.e tbs. each
2x6 / 2x6 1
00-00-00
02-06-00
00-00-00
Page 3 of,9
IN
Engineering List
Seq.
Qty
Span
Description Truss
Slope OH - L
CANT-L STUB-L
Height
Num.
TCIBC OH - R
CANT-R STUB-R
59
1
57-02-02
B4
4.25 0.00 00-00-00
02-06-00 00-00-00
05-03-14
387.8 lbs. each
2,6 / 2,6 00-00-00
02-06-00 00-00-00
60
1
57-02-02
B5
I
4.25 0.00
00-00-00
02-06-00 00-00-00
04-07-06
385.01bs. each
2x6 / 2X6
00-00-00
01-10-00 00-00-00
61
1
57-02-02
B6
4.25 0.00
00-00-00
02-06-00 00-00-00
03-10-14
3-Ply 3402lbs. each
2x6 / 2x6
00-00-00
02-06-00 00-00-00
62
1
37-01-00
C1
I
6.50 0.00
00-00-00
02-06-00 00-00-00
11-03-02
3-Ply 2482lbs. each
2X5 / 2X5
00-00-00
00-00-00 00-00-00
63
1
37-01-00
C2
6.50 0.00
00-00-00
02-06-00
00-00-00
11-03-02
219.8 lbs. each
2X5 / 2X5
00-00-00
00-00-00
00-00-00
64
2
39-07-00
C3
I
6.50 0.00
00-00-00
02-06-00
00-00-00
11-03-02
271.6 lbs. each
2x5 / 2x5
00-00-00
02-06-00
00-00-00
65
1
39-07-00
C4
6.50 0.00
00-00-00
02-06-00 00-00-00
10-11-02
277.2lbs. each
I
2x5 / 2x5
00-00-00
02-06-00 00-00-00
66
1
39-07-00
C5
6.50 0.00
00-00-00
02-06-00 00-00-00
10-05-12
277.2 lbs. each
I
2x5 / 2X5
00-00-00
02-06-00 00-00-00
67
1
39-07-00
C6
6.50 0.00
00-00-00
02-06-00 00-00-00
10-00-06
2-Ply 1036lbs. each
2X5 / 2x6
00-00-00
02-06-00 00-00-00
68
1
26-10-00
D1
5.00 0.00
02-06-00
00-00-00 00-00-00
03-02-05
158.2lbs. each
2X5 / 2X5
02-06-00
00-00-00 00-00-00
69
1
26-10-00
D2
5.00 0.00
02-06-00
00-00-00 00-00-00
04-00-05
163.8 lbs. each
2X5 / 2X5
02-06-00
00-00-00 00-00-00
70
1
26-10-00
D3
5.00 0.00
02-06-00
00-00-00
00-00-00
04-10-06
169.4 lbs. each
2X5 / 2X5
02-06-00
00-00-00
00-00-00
71
1
26-10-00
D4
I
5.00 0.00
02-06-00
00-00-00
00-00-00
05-07-11
161.0 lbs. each
2x5 / 2X5
02-06-00
00-00-00
00-00-00
72
1
30-03-04
E1
6.50 0.00
00-00-00
02-06-00 00-00-00
07-06-13
2-Ply 767.2 lbs. each
2X5 / 2x6
00-00-00
02-06-00 00-00-00
73
1
30-03-04
E2
6.50 0.00
00-00-00
02-06-00
00-00-00
08-00-08
189.0 lbs. each
2x5 / 2X6
00-00-00
02-06-00
00-00-00
74
1
30-03-04
E3
i
6.50 0.00
00-00-00
02-06-00 00-00-00
08-05-14
183.4 lbs. each
2x5 / 2x6
00-00-00
02-06-00 00-00-00
75
7
30-03-04
E4
6.50 0.00
00-00-00
02-06-00 00-00-00
08-08-14
180.6 lbs. each
2x5 / 2x6
00-00-00
02-06-00 00-00-00
76
1
27-07-09
E4B
6.50 0.00
00-00-00
02-06-00 00-00-00
08-08-14
170.8 lbs. each
2X5 / 2x6
00-00-00
00-00-00 00-00-00
77
1
25-07-09
E4C
6.50 0.00
00-00-00
02-06-00
00-00-00
08-08-14
168.0 Ibs. each
2x5 / 2x6
00-00-00
00-00-00
00-00-00
78
1
23-07-09
E41)
6.50 0.00
00-00-00
02-06-00
00-00-00
08-08-14
158.2 tbs. each
2X5 / 2x6
00-00-00
00-00-00
00-00-00
79
1
30-03-04
E5
6.50 0.00
00-OP-00
02-06-00 00-00-00
07-10-04
179.2Ibs. each
2x5 / 2x6
00-00-00
02-06-00 00-00-00
80
1
27-09-04
E5A
6.50 0.00
00-00-00
02-06-00
00-00-00
07-10-04
175.0 lbs. each
2x5 / 2x6
00-00-00
00-00-00
00-00-00
Page 4 of 0
1,
Engineering List
Seq.
(sty
Span
Description Truss
Slope OH - L
CANT-L STUB-L
Height
mum.
TC/BC OH - R
CANT-R STUB-R
81
2
30-03-04
E6
6.50 0.00 00-00-00
02-06-00 00-00-00
06-09-04
176.4 tbs. each
2X5 / 2x6 00-00-00
02-06-00 00-00-00
82
2
30-03-04
E7
I
6.50 0.00
00-00-00
02-06-00 00-00-00
05-08-04
159.6 tbs. each
2x5 / 2x5
00-00-00
02-06-00 00-00-00
83
2
30-03-04
E8
6.50 0.00
00-00-00
02-06-00 00-00-00
05-03-15
197.4 tbs. each
2x5 / 2x6
00-00-00
02-06-00 00-00-00
84
1
21-07-09
E9
6.50 0.00
00-00-00
02-06-00 00-00-00
09-01-00
152.6 tbs. each
2X5 / 2X6
00-00-00
00-00-00 00-00-00
85
1
19-07-09
E10
6.50 0.00
00-00-00
02-06-00
00-00-00
09-06-06
137.2 tbs. each
2X5 / 2x5
00-00-00
00-00-00
00-00-00
86
1
17-07-09
E11
6.50 0.00
00-00-00
02-06-00
00-00-00
09-11-12
105.0 tbs. each
2X5 / 2x5
00-00-00
00-00-00
00-00-00
87
1
15-07-09
E12
6.50 0.00
00-00-00
02-06-00 00-00-00
09-00-02
96.fi01bs. each
2x5 / 2X5
00-00-00
00-00-00 00-00-00
88
1
13-07-09
E13
6.50 0.00
00-00-00
02-06-00 00-00-00
07-11-02
75.6o tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
89
1
11-07-09
E14
j
6.50 0.00
00-00-00
02-06-00 00-00-00
06-10-02
65.80 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
90
1
25-03-00
G1
6.50 0.00
00-00-00
02-06-00 00-00-00
08-00-11
159.6 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
91
2
25-03-00
G2
I
6.50 0.00
00-00-00
02-06-00 00-00-00
08-00-11
137.2 tbs. each
2X5 / 2x5
00-00-00
00-00-00 00-00-00
92
1
22-09-00
G3
6.50 0.00
00-00-00
00-00-00
00-00-00
08-00-11
134.4 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
93
2
24-08-00
G4
6.50 0.00
00-00-00
02-06-00
00-00-00
08-00-11
135.8 tbs. each
2x5 / -2x5
00-00-00
00-00-00
00-00-00
94
1
24-08-00
G5
i
6.50 0.00
00-00-00
02-06-00 00-00-00
07-03-12
142.8 tbs. each
2x5 / 2X5
00-00-00
00-00-00 00-00-00
95
1
24-08-00
G6
i
6.50 0.00
00-00-00
02-06-00
00-00-00
06-02-12
137.2 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
96
1
24-08-00
G7
6.50 0.00
00-00-00
02-06-00 00-00-00
05-01-12
137.2 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
97
1
24-08-00
G8
1
6.50 0.00
00-00-00
02-06-00 00-00-00
04-00-12
134.4 tbs. each _
2x5 / 2x5
00-00-00
00-00-00 00-00-00
98
1
15-02-08
H1
6.50 0.00
00-00-00
00-00-00 00-00-00
06-00-03
2 -Ply 425.6 tbs. each
I
2x5 / 2x6
00-00-00
00-00-00 00-00-00
99
2
17-08-08
H2
6.50' 0.00
00-00-00
02-06-00
00-00-00
06-00-03
105.0 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00'
100
1
17-00-10
H3
6.50 0.00
00-00-00
02-06-00
00-00-00
06-00-03
116.2 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
101
1
15-00-10
H4
6.50 0.00
00-00-00
02-06-00 00-00-00
06-05-13
100.8 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
102
1
13-00-10
H5
6.50 0.00
00-00-00
02-06-00
00-00-00
07-05-10
84.00 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
i
Page 5 of 9
r,
Engineering List
Seq.
Oty
Span
Description Truss
Slope OH - L
CANT-L STUB-L
Height
Num.
TCIBC OH - R
CANT-R STUB-R
103
1
11-00-10
H6
6.50 0.00 00-00-00
02-06-00 00-00-00
05-11-04
71.40 tbs. each
2x5 / 2X5 00-00-00
00-00-00 00-00-00
104
1
12-02-00
K1
I
6.50 0.00
00-00-00
00-00-00 00-00-00
03-04-08
z -Ply 364.0 tbs. each
2x5 / 2x6
00-00-00
00-00-00 00-00-00
105
1
08-10-00
K2
6.50' 0.00
00-00-00
00-00-00 00-00-00
02-10-00
2 -Ply 302.4 tbs. each
I
2x5 / 2x6
00-00-00
00-00-00 00-00-00
106
1
08-10-00
K3
I
6.50 0.00
00-00-00
00-00-00 00-00-00
02-10-00
2 -Ply 263.2 tbs. each
2x5 / 2x6
00-00-00
00-00-00 00-00-00
107
1
25-04-00
FG1
0.00 0.00
00-00-00
00-00-00
00-00-00
01-06-00
3 -Ply 1096 tbs. each
2X5 / 2X5
00-00-00
00-00-00
00-00-00
108
1
12-04-07
B1A
4.25 0.00
00-00-00
02-05-13
00-00-00
04-11-01
64.40 tbs. each
2X5 / 2X5
00-00-00
00-00-00
00-00-00
109
20
09-06-00
EJ94
4.25 0.00
00-00-00
00-
02-06-00 00-00
03-10-14
33.so tbs. each
2X5 / 2x5
00-00-00
00-00-00 00-00-00
110
1
09-07-09
J96
6.50 0.00
00-00-00
02-06-00 00-00-00
05-09-02
33.60 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
ill
2
08-10-00
J9
6.50 0.00
00-00-00
02-06-00 00-00-00
05-03-15
40.60 tbs. each
I
2x5 / 2X5
00-00-00
00-00-00 00-00-00
112
4
08-10-00
J9A
6.50 0.00
00-00-00
02-06-00 00-00-00
05-01-15
40.60 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
113
4
08-10-00
J9B /
6.50 0.00
00-00-00
02-06-00 00-00700
04-07-04
44.60 tbs. each
i
2x5 / 2x5
00-00-00
00-00-00 00-00-00
114
4
08-10-00
J9C
6.50 0.00
00-00-00
02-06-00
00-00-00
04-07-04
44.80 tbs. each
2X5 / 2x5
00-00-00
00-00-00
00-00-00
115
1
08-03-15
J82
i
6.50 0.00
00-00-00
02-06-00
00-00-00
05-00-10
30.80 tbs. each
215 / 2x5
00-00-00
00-00-00
00-00-00
116
1
05-08-00
J8
6.50 0.00
00-00-00
00-00-00 00-00-00
04-11-09
2-Ply 168.o ros. each
2x5 / 2x6
00-00-00
00-00-00 00-00-00
117
1
07-07-09
J76
6.50 0.00
00-00-00
02-06-00
00-00-00
04-08-02
28.00 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
118
9
ER
6.50 0.00
00-00-00
02-06-00 00-00-00
04-07-04
107-06-00
28.00 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
119
9
05-00-00
EJ7A
6.50 0.00
02-06-00
00-00-00 00-00-00
03-01-04
35.00 tbs. each
2x5 / 2X5
00-00-00
00-00-00 00-00-00
120
2
05-00-00
ERR
6.50. 0.00
02-06-00
00-00-00 00-00-00
03-01-04
40.60 tbs. each
2X5 / 2X5
00-00-00
00-00-00 00-00-00
121
2
05-00-00
EJ7C
6.50 0.00
02-06-00
00-00-00
00-00-00
03-01-04
36.40 tbs. each
2X5 / 2x5
00-00-00
00-00-00
00-00-00
122
8
07-06-00
ERE
6.50 0.00
00-00-00
02-06-00
00-00-00
04-07-04
33.60 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
123
4
05-00-00
ERD
6.50 0.00
00-00-00
00-00-00 00-00-00
04-07-04
19.60 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
124
1
05-00-00
J7D
//�fl
6.50 0.00
00-00-00
00-00-00
00-00-00
04-07-04
45.50 ros. each
�/ I
215 / 2x6
00-00-00
00-00-00
00-00-00
Page 6 of 9
J,
Engineering List
Seq.
My
Span
Description Truss
Slope OH - L
CANT-L STUB-L
Height
Num.
TC/BC OH - R
CANT-R STUB-R
125
9
06-06-00
EJ6
6.50 0.00 00-00-00
02-06-00 00-00-00
04-00-12
23.8o Ibs. each
2x5 / 2x5 00-00-00
00-00-00 00-00-00
126
1
03-08-00
J6
6.50 0.00
00-00-00
00-00-00 00-00-00
03-10-09
16.80 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
127
1
05-09-00
J59
6.50 0.00
00-00-00•
02-06-00 00-00-00
03-07-14
21.00Ibs. each
i
2x5 / 2X5
00-00-00
00-00-00 00-00-00
128
1
05-09-00
J59A
6.50 0.00
00-00-00
02-06-00 00-00-00
03-07-14
32.20 Ibs. each
I
2x5 / 2x6
00-00-00
00-00-00 00-00-00
129
1
05-05-00
J55A
6.50 0.00
00-00-00
02-06-00
00-00-00
03-05-11
32.zo Ibs. each
2x5 / 2x6
00-00-00
00-00-00
00-00-00
130
1
05-05-00
J55
6.50 0.00
00-00-00
02-06-00
00-00-00
03-05-11
21.001bs. each
2X5 / 2x5
00-00-00
00-00-00
00-00-00
131
5
05-02-12
EJ53
I
6.50 0.00
00-00-00
02-06-00 00-00-00
03-04-08
21.0o Ibs. each
2x5 / 2X5
00-00-00
00-00-00 00-00-00
132
3
04-09-00
J52
6.50 0.00
00-00-00
02-06-00 00-00-00
03-01-06
18.20 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
133
6
04-02-12
J42
6.50 0.00
00-00-00
02-06-00 00-00-00
02-10-00
16.80 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
134
1
04-02-00
J4
i
6.50 0.00
00-00-00
02-06-00 00-00-00
02-09-09
16.80 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
135
10
05-00-00
EJ75
5.00 0.00
02-06-00
00-00-00 00-00-00
03-02-05
28.70 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
136
2
06-06-00
J66
5.00 0.00
00-00-00
02-06-12
00-00-00
03-03-00
30.80 Ibs. each
2X5 / 2X5
00-00-00
00-00-00
00-00-00
137
1
06-06-00
J66A
5.00 0.00
00-00-00
02-06-12
00-00-00
03-03-00
38.50 Ibs. each
2x5 / 2X6
00-00-00
00-00-00
00-00-00
138
2
06-06-00
J666
5.00 0.00
00-00-00
02-06-12 00-00-00
03-03-00
23.eo Ibs. each
2X5 / 2X5
00-00-00
00-00-00 00-00-00
139
1
06-06-00
J66C
5.00 0.00
00-00-00
02-06-12
00-00-00
03-03-00
38.50 Ibs. each
2x5 / 2X6
00-00-00
00-00-00
00-00-00
140
1
07-09-01
BJ7
6.01 0.00
00-00-00
02-08-03 00-00-00
04-05-01
28.00 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
141
1
06-11-60
BJ6
6.01 -0.00
00-00-00
02-08-03 00-00-00
04-00-00
23.80 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
142
1
02-06-06
J2
6.01 0.00
00-00-00
00-00-00 00-00-00
01-09-11
8.400 Ibs. each
2x5 / 2X5
00-00-00
00-00-00 00-00-00
143
9
05-06-00
CJ5
6.50 0.00
00-00-00
02-06-00
00-00-00
03-06-04
21.001bs. each
2x5 / 2X5
00-00-00
00-00-00
00-00-00
144
5
03-00-00
CJ5D
6.50 0.00
00-00-00
00-00-00
00-00-00
03-06-04
14.001bs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
145
38
03-06-00
CJ3
6.50 0.00
00-00-00
00-00-00 00-00-00
02-05-04
15.401bs. each
2X5 / 2X5
00-00-00
00-00-00 00-00-00
146
38
01-06-00
CA
6.50 0.00
00-00-00
00-00-00
00-00-00
01-04-04
5.600 Ibs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
Page 7 of 9
Engineering List
Seq.
Qty
Span
Description Truss
Slope OH - L
CANT-L STUB-L
Height
Num.
TCIBC OH - R
CANT-R STUB-R
147
4
05-06-00
CJ55
5.00 0.00 00-00-00
02-06-00 00-00-00
02-10-00
21.00 tbs. each
2x5 / 2x5 00-00-00
00-00-00 00-00-00
148
4
03-00-00
CJ53
5.00 0.00
02-06-00
00-00-00 00-00-00
02-04-05
1
21.70 tbs. each
2x5 / 2X5
00-00-00
00-00-00 00-00-00
149
4
03-06-00
CJ35
5.00 0.00
00-00-00
02-06-00 00-00-00
02-00-00
14.00 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
150
4
01-00-00
CJ33
5.00 0.00
02-06-00
00-00-00 00-00-00
01-06-05
14.70 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
151
8
01-06-00
CJ15
i
5.00 0.00
00-00-00
00-00-00
00-00-00
01-02-00
5.600 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
152
2
07-06-00
CJ74
4.25 0.00
00-00-00
02-06-00
00-00-00
03-02-06
26.00 tbs. each
2X5 / 2X5
00-00-00
00-00-00
00-00-00
153
2
07-06-00
CJ72
4.25 0.00
00-00-00
02-06-00 00-00-00
03-02-06
26.so tbs. each
215 / 2x5
00-00-00
00-00-00 00-00-00
154
2
05-06-00
CJ54
I
4.25 0.00
00-00-00
02-06-00 00-00-00
02-05-14
19.60 tbs. each
2x5 / 2X5
00-00-00
00-00-00 00-00-00
155
2
05-06-00
CJ52
4.25 0.00
00-00-00
02-06-00 , 00-00-00
02-05-14
16.20 tbs. each
2X5 / 2X5
00-00-00
00-00-00 00-00-00
156
4
03-06-00
CJ34
4.25 0.00
00-00-00
00-00-00 00-00-00
01-09-06
12.60 tbs. each
2X5 / 2x5
00-00-00
00-00-00 00-00-00
157
4
01-06-00
CJ14
4.25 0.00
00-00-00
00-00-00 00-00-00
01-00-14
e:600 tbs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
158
5
10-06-08
HJ7
4.60 0.00
00-00-00
03-05-11
00-00-00
04-06-15
44.so tbs. each
2X5 / 2x6
00-00-00
00-00-00
00-00-00
159
1
10-06-08
11J7E
4.60 0.00
00-00-00
03-05-11
00-00-00
04-06-15
51.60 tbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
160
1
09-01-09
HJ6
4.60 0.00
00-00-00
03-05-11 00-00-00
04-00-07
37.60 tbs. each
2x5 / 2x6
00-00-00
00-00-00 00-00-00
161
1
08-00-13
HJ59
4.60 0.00
00-00-00
03-05-11
00-00-00
03-07-10
37.60 tbs. each
2x5 / 2X6
00-00-00
00-00-00
00-00-00
162
1
07-07-03
HJ55
4.60 0.00
00-00-00
03-05-11 00-00-00
03-05-07
33.60 tbs. each
2X5 / 216
00-00-00
00-00-00 00-00-00
163
2
07-04-00
HJ53
4.60 0.00
00-00-00
03-05-11 00-00-00
03-04-03
30.60 tbs. each
2x5 / 2x6
00-00-00
00-00-00 00-00-00
164
4
06-04-02
HJ46
4.60 0.00
00-00-00
03-05-11 00-00-00
02-11-11
27.30 tbs. each
2X5 / 2x6
00-00-00
00-00-00 00-00-00
165
4
05-11-00
HJ42
4.60 0.00
00-00-00
03-05-11
00-00-00
02-09-11
25.20 tbs. each
2x5 / 2x6
00-00-00
00-00-00
00-00-00
166
2
07-00-02
HJ75
3.54 0.00
03-06-07
00-00-00
00-00-00
03-02-02
46.20 Ibs. each
2x6 / 2x5
00-00-00
00-00-00
00-00-00
167
2
09-01-09
HJ66
3.54 0.00
00-00-00
03-05-11 00-00-00
03-02-12
36.40 tbs. each
2x5 / 2X6
00-00-00
00-00-00 00-00-00
168
2
13-04-08
HJ94
3.01 0.00
00-00-00
03-05-11
00-00-00
03-10-11
64.40 tbs. each
2x5 / 2x6
00-00-00
00-00-00
00-00-00
Page 8 of 9
Engineering List
Seq.
Qty
Span
Description Truss
Slope OH - L
CANT-L STUB-L
Height
Num.
TC/BC OH - R
CANT-R STUB-R
169
1
15-11-05
PB1
6.50 0.00 00-00-00
00-10-02 00-00-00
03-09-07
58.80 Ibs. each
2X4 / 2x4 00-00-00
00-10-02 00-00-00
170
1
15-11-05
PB2
6.50 0.00
00-00-00
00-10-02 00-00-00
02-08-07
53.20 Ibs. each
2x4 / 2x4
00-00-00
00-10-02 00-00-00
171
1
15-11-05
PB3
6.50 0.00
00-00-00
00-10-02 00-00-00
02-11-09
56.00 Ibs. each
2X4 / 2X4
00-00-00
00-10-02 00-00-00
172
27
10-11-05
PB4 '
6.50 0.00
00-00-00
00-10-02 00-00-00
02-11-09
37.801bs. each
2x4 / 2X4
00-00-00
00-10-02 00-00-00
173
2
10-11-05
PB5
6.50 0.00
00-00-00
00-10-02
00-00-00
02-00-14
39.20Ibs. each
2x4 / 2x4
00-00-00
00-10-02
00-00-00
174
2
10-11-05
PB6
6.50 0.00
00-00-00
00-10-02
00-00-00
00-11-14
3s.4o lbs. each
2X4 / 2X4
00-00-00
00-10-02
00-00-00
175
1
04-00-00
V4
6.50 0.00
00-00-00
00-00-00 00-00-00
01-01-00
11.20 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
176
2
04-00-00
WA
6.50 0.00
00-00-00
00-00-00 00-00-00
01-00-03
11.20 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
177
1
08-00-00
V86
6.50 0.00
00-00-00
00-00-00 00-00-00
01-06-11
26.60 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
178
2
08-00-00
V8A
6.50 0.00
00-00-00
00-00-00 00-00-00
01-00-03
26.6o Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
179
1
16-00-00
MV16
6.50 0.00
00-00-00
00-00-00 00-00-00
08-08-00
74.20 Ibs, each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
180
1
14-00-00
MV14
6.50 0.00
00-00-00
00-00-00
00-00-00
07-07-00
54.60 Ibs. each
2X5 / 2x5
00-00-00
00-00-00
00-00-00
181
1
12-00-00
MV12
6.50 0.00
00-00-00
00-00-00
00-00-00
06-06-00
49.00 lbs. each
2X5 / 2x5
00-00-00
00-00-00
00-00-00
182
1
10-00-00
MV10
6.50 0.00
00-00-00
00-00-00 00-00-00
05-05-00
42.00 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
183
1
08-00-00
MV8
6.50 0.00
00-00-00
00-00-00
00-00-00
04-04-00
29.40 lbs. each
2x5 / 2x5
00-00-00
00-00-00
00-00-00
184
2
06-00-00
MV6
6.50 0.00
00-00-00
00-00-00 00-00-00
03-03-00
22.40 Ibs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
185
1
05-00-00
MV5
6.50 0,00
00-00-00
00-00-00 00-00-00
02-08-08
18.201bs. each
2x5 / 2x5
00-00-00
00-00-00 00-00-00
186
4
04-00-00
MV4
6.50 0.00
00-00-00
00-00-00 00-00-00
02-02-00
t4.00 Ibs. each
2X5 / 2X5
00-00-00
00-00-00 00-00-00
187
18
02-00-00
MV2
6.50 0.00
00-00-00
00-00-00
00-00-00
01-01-00
5.600 Ibs. each
2x5 / 215
00-00-00
00-00-00
00-00-00
188
2
03-00-00
MV3
5.00 0.00
00-00-00
00-00-00
00-00-00
01-03-00
9.800Ibs. each
2x4 / 2x4
00-00-00
00-00-00
00-00-00
Trusses: 500.00
Page 9 of 9
- .- A
b:(19HSO44) /Al
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
:W4, W5, WI 2x4 SP #2 N::W6 2x4 SP SS::W15 2x4 SP #1 Dense:
All plates are 2X4 except as noted.
Special loads
-(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
TC: From 73 plf at 0.00 to 73 plf at 6.50
TC: From 36 pH at 6.50 to 36 plf at 11.44
TC: From 72 plf at 11.44 to 72 plf at 17.50
TC: From 74 plf at 17.50 to 74 plf at 29.17
TC: From 72 plf at 29.17 to 72 plf at 35.12
TC: From 74 pff at 35.12 to 74 plf at 37.55
TC: From 72 plf at 37.55 to 72 plf at 57.12
BC: From 20 plf at 0.00 to 20 plf at 6.63
BC: From 10 plf at 6.63 to 10 plf at 13.06
BC: From 20 pif at 13.06 to 20 plf at 57.12
TC: 139.47 lb Conc. Load at 6.50
TC: 101.13 lb Conc. Load at 7.56. 9.56
BC: 5.33lb Conc. Load at 6.50
BC: 25.27 lb Conc. Load at 7.56, 9.56
BC: 1167.19 lb Conc. Load at 11.44
170 mph wind,19.47 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 it from roof edge, RISK CAT 11, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
Calculated horizontal deflection is 0.14" due to live load and 0.18" due to dead load.
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.
DESC. cc Al
PLT. TYP: WAVE
QUALTTY TRUSS
'flit (954)'9�5=3384
'FAX. (954).979-8984 .
'332A xm;1is&TERR ACE
komw-vo BEACH'i FL 31064.
DESIGN CRIT"FBC2017RESRP42014 FT/RT"20%P%y 0(0)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
2 Complete Trusses Required
Nail Schedule:0.128"x3", min. nails
Top Chord: I Row @12.00" D.C.
Bol Chord: 1 Row @12.00" D.C.
Webs : 1 Row @ 4" o.c.-
f.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Wind loads and reactions based on MWFRS.
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.
12
Q 4.25
6'6" '8" 1T9-9/16" 5/16"
-
- -- - - - - -02--
6.5
T44
8 6(R) T5
- -
8 T6 _ T6 = X6 O
-
12 T3
m
c:
5 T2 o4X8
1 W1 W16 W1 W18
io
3
C6
-HTI - -
�4X10
W12 14 W15 W1
r<
cb
1
3T E4X5(Al
1t„r 0 - _
0
r`
1
1
B2
1113X4 B3
B5 =3X10 B6 014X8(R)
r 6"
54'7-1/2"
B1
67-1/2"1T3-1/8" �{1
327-7/8"
R=3913# U=944# W=8"
(Rigid Surface)
QTY= 1 PLIES= 2 TOTAL= 2
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, slipping, Installing and bracing. Refer to and follow the latest edition of Best
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
temporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
a properly athached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have Bracing Installed per SCSI sections 83,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSDTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
A seal on this drawing or cover page listing this drawing, Indicates acceptance of pprofessional engineering responsibility solely for the
design shown. The suitability and use of thle drawing for any structure Is the responalbiflty of the Bullding Designer per ANSM! 1 Sec.2.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.ilwbcg.com; TPI: www.tpinsLorg; WTCA: wwwsbdri dustry.com; Ice: wwwJccsafe.org
5T1-1/2"
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
R=2695# U=686# W=6"
(Rigid Surface)
SEQ = 41158
SCALE=0.0909
REF
DATE 03-27-2019
CM
O/A LEN. 570108
JOB #: 19HSO44
TYPE COMN
b:(19HSO44) /A2
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W4, W5, W7, W14 2x4 SP #2 N:
:W8 2x4 SP #1 Dense:
Left cantilever is exposed to wind
Calculated horizontal deflection is 0.16" due to five load and 0.22" due to dead load.
(c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "r reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails Q 6" oc.
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 40.03 ft. from roof edge.
All plates are 2X4 except as noted.
170 mph wind, 20.01 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
Right end vertical not exposed to wind pressure. 211__
(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.)nals @ 6" oc.
(a) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min .hails @ 6" oc.
WARNING: Fumish 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.
I— 8'6" {+ 10'6-7/16" 1'11-1/ 1-7/16' 3'9 5/16"
—� 12'1-9/16" �r �! '1T1-1/4" —"
T4 12
Q 4.25
12 =8 =6X8 T5`
6.5 --0- - 41
— — �BXB T6 = @EE X6 O
I10
5 2 T2 a) ) W1 c) W13 �W7 (C) b
(
=6 �H1314
W6 C) W16`
T1 (a) (all ) W12 W
W4 W4 3 W5 ) n
�4X12 =8h(¢a W7
B2 = 0 =
1115X6 5 B3 84 - 0 BS = bAb- B6 Ifi4X10(R)
2'6"
B1 54'7-1/2"
67-1/2" } 17'3-1/8" �1 32'2-7/8"
{ 5T1-1/2"
R=2784# U=301# RL=273/-165# W=8" R=2505# U=426# W=6"
(Rigid Surface) (Rigid Surface)
DESC. = A2
PLT. TYP: WAVE DESIGN
�FA�LO;WDA
Q�TTTVl" DUTY TRUSS
x TL'Lf (954119754384'
ia- (954).97&8980.
3I20-NM 16tliTBRRACE
PiDAVANIO E ACM FL 330"
1 TOTAL= 1
**IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3.
B7 or 810. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSUTPI 1, or for handling, shipping. Installation 8 bracing of trusses.
A seal on this drawing or cover page gating this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 Sec2
For more information see this job's general notes page and these web sites:
ITWBCG: www.ltwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: wwwJccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40938
SCALE=0.1250
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 570108
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE COMN
,b:(19HSO44) /A3
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B1 2x4 SP #2 N:
Webs 2x4 SP #3 :W1, W5, W7, W12 2x4 SP #2 N:
:W2, W13 2x4 SP #1 Dense:
All plates are 2X4 except as noted.
Special loads
—(Lumber Dur.Fac =125 / Plate Dur.Fac.=1.25)
TC: From 146 plf at 0.00 to 146 plf at 7.83
TC: From 72 plf at 7.83 to 72 plf at 17.91
TC: From 74 plf at 17.91 to 74 plf at 32.27
TC: From 72 plf at 32.27 to 72 plf at 54.46
BC: From 20 plf at 0.00 to 20 plf at 54.46
170 mph wind, 22.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
Calculated horizontal deflection is 0.15" due to live load and 0.19" due to dead load.
(c) 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 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Bottom chord checked for 10.00 psf non -concurrent five load.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load Is 2.00.
WARNING: Furnish a copy of this DWG to the instailation contractor. Special care must betaken during handling, shipping
and installation of trusses. See "WARNING" note below.
DESC. = A3
PLT. TYP.-WAVE
w— -i'1tO113iJi A, $.
QUALITY TRUSS
TELL (954) 975-3384
FAX, (954) 978-8930
' 3126 N.W. f&1i TERRACE .
POMPANO BEACH'---VL 31W
FTIRT-20%(0%y0(0)
THIS DWG. PREPARED BY THE ALPIN
End verticals not exposed to wind pressure.
FROM TRUSS MFR'S LAYOUT
(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.
(a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better -r reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",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 16d Box or Gun (0.135"x3.5",mtn.)nails @ 6" oc.
Calculated vertical deflection is 0.55" due to live load and 1.38" due to dead load at X = 21-2-10.
MWFRS loads based on trusses located at least 44A1 ft. from roof edge.
�— 3 2" 9 1 2 —�{ 5 9
T10" 9'9-7/16"
�— 11'6-13/16" 16'4-15/16"
12
12 Q 4.25
6.5 =10X10 8
- ---- - -- --T3 - '8 T5 _ - - Ts _ 8 -O
T�2 O 1 1114X6 R)
T1 N6X72(SRS)(R d) 15 1%d17 W1 � �
c5 T a O=8X1 = Wt (b) (b) ) W1
I
b) W1 W16 W1 ) e)
r �
l 4'43(14' r
1 1H3X4 = =8�2 W12 B3 _ _ W1 SL
=5X14
1114X6 B1 B2 = B2 =SX6 B5 1113 0
54'5-1/2"
3 L: 1/2 - 1T3-1/8" �{1 327-7/8"
R=3057# U=856# RL=188/-146# W=6" R=2557# U=641# W=6"
(Rigid Surface) (Rigid Surface)
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
Sng Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
Crary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached sWct=] sheathing and bottom chord shall have
3edy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
to drawings 160A-Z for standard plate positions.
ITW Sol ding Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
dormance with ANSI/tPl 1, or for handling, shipping, Installation & bracing of trusses.Areal on this
drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
n shown. The aulhdOly and use of this drawing for any structure Is the responsibility of the Buil(ing Designer per ANSVTPI 1 Sec.2.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPI: www.tpinsLorg: WTCA: www.sbdrdmtiy.com; [CC: www.1ccsafe.org
REV. 17.02.02A.1213.20
SEQ = 41118
SCALE=0.0954
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 540508
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE SPEC
r-
b:(19HSO44) /A4
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :131 2x4 SP #2 N:
Webs 2x4 SP #3 :W1, W9 2x4 SP #1 Dense:
:W2, W8 2x4 SP #2 N:
:Lt Bearing Leg 2x8 SP SS:
End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. Or 2x6 93 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc..
Bottom chord checked for 10.00 psf non -concurrent live Iliad.
Calculated vertical deflection is 0.39" due to live load and 1.02" due to dead load at X = 21-2-10
MWFRS loads based on trusses located at least 45.77 ft. from roof edge
j= 19'5-3/8"
ro
T III
N Zy. M
3X6 (a)
m
M
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 22.88 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
(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 2x8 #3 or better "T" reinforcement. 80% length of web /
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
WARNING: Fumish 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.
10'0.3l8" 1' 13/16"
168-5/8" �— 7'9-5/16"
12
Q 4.25
12 6.5 � =8X L
7 1/ 4-1/4" I _
�— 1 T3-1/8" �}
R=2521# U=466# RL=168/-137# W=6"
(Rigid Surface)
DESC. = A4
PLT. TYP: WAVE DESIGN
FZORMA
Qi1ALTTY TRUSS
_ - n TELi (950 975-3384
'FAX,(954).979-8980
3I20 N 1[S' 16tli TE P.ACE .
PO1>r1z ANO IWACHi '1?1:. 33044
0
(a)
W5-1/2"
QTY= 1 TOTAL= 1
0
2
5
5X6
32'2-7/8"
R=2494# U=415# W=6"
(Rigid Surface)
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have
xoperiy attached rigid calling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per SCSI sections 83,
r BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
'
ueor to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSI/TPI 1, or for handling, shipping. installation & bracing of trusses.
A at on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility ofthe Building Designer perANSU1PI 1 Sec.2.
For more information see We Job's general notes page and these web ages:
ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbdndusby.com; ICC: wwwl=afe.org
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40910
SCALE=0.1250
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 540508
JOB* 19HSO44
TYPE SPEC
b:(19HSO44) /A5
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :81 2x4 SP #2 N:
Webs 2x4 SP #3 :W1, W9 2x4 SP #1 Dense:
:W2, W8 2x4 SP #2 N:
:Lt Bearing Leg 2x8 SP SS:
End verticals 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. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.35" due to live load and 0.92" due to dead load at X = 21-2-10
MWFRS loads based on trusses located at least 46.60 ft. from roof edge
20'11-13/16"
T III
co i
N Y11"
1 =3X6 (a)
in
1 -6X6
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 23.30 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
(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 2x8 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Deflection meets L/360 live and U240 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.
-f 8'5-7/8" 19 3 15'10 11/16" { T3-5/16" --{
12
12 Q 4.25
6.5 =8X12 T4
T3 =8 8 T5 10
T6
- — W
11
a) 13 W1
(c) (c) ) (cV111
b W1 W12 13 )
=8XM) W8
- 0 B5 c8 B6 a 1113}
54'5-1/2"
711/A3'4-1/4" i 1T3-1/8" y}1 {F 3T2-7/8"
R=2519# U=501# RIL�147/-129# W=6"
(Rigid Surface)
DESC. = A5
PLT. TYP: WAVE
FTIRT"20%(0%Ve(0)
QTY= 1 TOTAL= 1
- "'VVAMNINtJl-- RCAU AMU rVLWVV ALL NU 1 C, UN I RIO LJMVVINUI
J
••IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
.
€
Trusses require extreme care In fabricating, handOn shipping,instalG and brad Refer to and follow the latest edition of BCSI
aQ rag•
9,safety
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
I is
yr,'w �1^! y-ttiA
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
1`i+ s'L3.t1J
a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
. (>,U w 1r-aes•�r1/ "npT'Mp
TRUSS
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
.�, �iI /
Refer to drawings 16OA-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to bulld the buss
- It
Ti(954) 478-84
In conformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses.
FAX, (954j.9Z&898980
Asset on this drawing or cover page Ilating this drawing, Indicates acceptance of proresslond engineering reeponslblGry solely for the
3I20 N.W:16tli'TERRACE
design shown. The suitability and toe of thls drawing for arty structure lathe maponslblGy of the Building Designer perANSVTPI 1 Sso.2.
.
1,01"ANO mtmi VL 33a64.
For more information see this Job's general notes page and these web sites:
ITWBCG: www1twbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; ]CC: www.l=afe.org
(�R)
n
N CV
b
1
R=2493# U=422# W=6"
(Rigid Surface)
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC ILL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40900
SCALE=0.1250
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 540508
JOB #: 19HSO44
TYPE SPEC
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B6 2x4 SP #2 N:
Webs 2x4 SP #3 :W1, W5 2x4 SP #1 Dense:
:W2, W7, W14 2x4 SP SS:
:Lt Bearing Leg 2x8 SP SS:
End verticals not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent rive load.
WARNING: Fumish 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.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Al plates are 8X8 except as noted.
170 mph wind, 23.72 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B,
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.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 47.43 ft. from roof edge.
t`
22'6.5/16"
6'11-7/16" 31 7/16"
63-5/16" +{
12
12
6.5 p
� 4.25
1117 6(R)
T4 T5 = T6
T3
8
T7
T
III T1
- -T2
- — _ —
_ 11L4X6 R
-T-
W 11 W
a) (a)
�v
cn of fa
N o N/
W
a)
4
W1
W14
- =3X6 (a)
a)
W3
8 W9
W11 )
ui
W1
W2
)
00
60
(8X1D
1
B5
1112X4
1I
1115 81
B2
— = 4
III2X4
B3 1113X5
_
1113X6
•
B6
7I1
33'6-3/4"
F 1 T2"
3'1-1 /2" {
R=2518# U=540# RL=127/-124# W=6"
R=2494# U=439# W=6".
(Rigid Surface)
(Rigid Surface)
DESC. = A6
PLT. TYP: WAVE DESIGN CRIr-FeC2D17RESM2014
QTY= 1 TOTAL= 1
'•IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
°9cru ,I11ty'7� "'
i LvitiiJJ
. /"S' ;�• tr tR••ss •nnUSS
'u AI —I i i�l�.
Trusses require extreme care In fabricating, handling, shipping, Installing and bradng. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sermons B3,
B7 or 810, as applicable. Apply plates to each fern of truss and position as shown above and on the Joint Details, unless noted otherwise.
Referto drawings 16OA•Z for standard plate positions.
x
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation d bracing of trusses.
A oval on this drawing or cover page listing this drawing, Indicates acceptance of professlonsl englnsedng responsibility solely for the
design shown. The sultabigty and use olthle drewing for any structure Is the responsibility of the Building Designer per ANSVTPI t Seo.2.
For more Information see this job's general notes page and these web sites:
ITWBCG:www.itwbcg.mm;TPI:www.tpinsLorg;WrCA:www.sbcindustry.com;ICC:wwwlasafe.org
TELt (950 975-3384'
'HA
T FbKH 16tfi gRACE
IR d MACH,FL'33064
REV. 17.02.02A.1213.20
SEQ = 40894
SCALE=0.1250
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 640508
DUR.FAC.
1.25
JOB #: 191-18O44
SPACING
24.0"
TYPE SPEC
ib:(19HSO44) /A7
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B6 2x4 SP #2 IN:
Webs 2x4 SP #3 :W1, W2, W5, W7 2x4 SP #1 Dense:
:W11 2x4 SP #2 N:
:Lt Bearing Leg 2x8 SP SS:
End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 47.64 ft. from roof edge.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 23.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B,
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.
Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load.
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
and installation of trusses. See "WARNING" note below.
f
24'0-3/4" 5,5" 4'5-1/8" 1
17'3-5/16"
_l3'3-5/16"I
12
6.5
12
T III
M v
c5
=3X6
0 — SX8_
W
(a)
W1
T3 1117 6(R) T4
T2 8 8 8X8
W6
W W W10
(a) a)
a)
W3 W2
T5
(a
=7XR T5
(ay' (ay'
W10
)
Q 4.25
_ X6 — T6
(a W74
W
Fto
—
dr
ao
-8X,0
i
— B5
— I
—
11
54'5-1/2"
7i 1/ 3V6-3/4" 1T2" 3'1-1/2"
R=2517# U=570# RL=110/-120# W=6" R=2494# U=453# W=6"
(Rigid Surface) (Rigid Surface)
DESC. = A7
PLT. TYP: WAVE
,�T FLOR A
QVAU i TRUSS
TEL: (95Q 97!F-3384
FAX,1954j.5t76 tT6
W2Q N.W 16di'T$13i A(M POUWANO REAC i PL 330k.
DESIGN CRIT413C2017RESUP0014 Fr"r-2D%(0%Y 0(0)
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
uilding Component Safety Information, by TPI and VVTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
)ropefty attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
canformance with ANSVTPI 1, or for handling. shipping, Installation & bracing of trusses.A seal on this drawing or cover paps Hating this drawltlg, Indicates acceptance of protesslonal engineering responsibility solely for the
sign shown. The suitability and use of this drawing for any structure -Is the responsibltity of the Building Designer per ANSUTPI 1 Sao.4.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com: TPI: www.tpinst.org; WTCA: www.sbcindustry.cam; ICC: wwwJccsafe.org
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DU R. FAC.
1.25
SPACING
24.0"
SEQ = 40885
SCALE=0.1250
I DATE 03-27-2019 1
CM
O/A LEN. 540508
JOB #: 19HSO44
TYPE SPEC
b:(19HSO44) /AS
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B1, B5 2x4 SP#2 N:
Webs 2x4 SP #3 :W1, W12 2x4 SP #2 N:
:W2 2x4 SP #1 Dense::W9, W15; M2, M3 2x4 SP SS:
Filler 2x4 SP #2 N
:Lt Bearing Leg 2x8 SP SS:
(a) Continuous lateral restraint equally spaced on member.
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
and Installation of trusses. See 'WARNING" note below.
IIIMW4
T1
CIDT
Pn N
=3X
GD
THIS DWG. PREPARED BY TF
All plates are 2X4 except as noted.
LAYOUT
170 mph wind, 23.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 it from roof edge, RISK CAT II, EXP B,
wind TO 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.
End verticals not exposed to wind pressure.
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" 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 47.64 ft. from roof edge.
257-1/4" 3'101/ 1. 5'8-13116" 17'11-5/8" 6"
12
6.5
22'6-'3/8"
7wpv�.
21'1-1/8"
R=2516# U=598# RL=971-120# W=6"
(Rigid Surface)
DESC. = A8
PLT. TYP.-WAVE
Ui'Jt.riJJl4iL/i1
ALITY TRUSS
. - TV- i (9- 975-33"
F.AX;(V54).97&S9S0
3120 N.W.-1.61i 7BRRAEM
POMPANO RL' LOYt FL 330".
DESIGN CRrr-F8C2017RESrrM0l4 F 1RT"20%(01Ly0(0)
11'0-3/8" 293-1/2"
54'5-1/2"
QTY= 1 TOTAL= 1
'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping. Installing end bredng. Refer to and follow the latest edition of SCSI
uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shalt provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
rroperiy attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSIfrPI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or cover page Ilating this drawing, Indicates acceptance of professional onginee ing responsibility solely for the
sign Mown. The aultablitty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sso2
For more information see this job's general notes page and these web sites:
ITWBCG: wwwAwbcg.com; TPI: www.tpinsLorg: WTCA: www.sbdndustry.com; ICC: wwwlccsafe.org
12
Q 4.25
i
N �
1T2" 3'1-1/H
R=2494# U=466# W=6"
(Rigid Surface)
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TIC DL
15.Opsf
BC DL
10.Opsf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40882
SCALE=0.1250
REF
DATE 03-27-2019
CM
O/A LEN. 540508
JOB M 19HSO44
TYPE SPEC
b:(19HS044) /A9
Top chord 2x6 SP SS :T1, T2 2x8 SP SS:
Bot chord 2x6 SP SS :B1, B5 2x4 SP #2 N:
Webs 2x4 SP #3 :W1, W11 2x4 SP #2 N:
:W2, W14 2x4 SP #1 Dense:
Filler 2x4 SP #2 N
:Lt Bearing Leg 2x8 SP SS:
170 mph wind, 23.69 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ftfrom roof edge, RISK CAT II, EXP B.
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
End verticals not exposed to wind pressure.
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc.
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.
THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS &
Full Height Blocking reinforcement required to
prevent buckling of members over the bearings:
bearing 1 located at 0.09
All plates are 2X4 except as noted.
BY TRUSS MFR.
("7 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning
requirements.
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.
Calculated vertical deflection is 0.27" due to live load and 0.74" due to dead load at X = 23-3-6.
MWFRS loads based on trusses located at least 47.38 ft. from roof edge.
FV2"
25'11-11/16" 2'41/1G"� 7'0-1/2"
'1
1T11-114" �{
6.5
T3
"
II17 6(R)
T2
o5X&
�8X8
m3X4
:8XDZU 8
T4
116X8
TS _ T6 _ 8
W�V
11 -
(a) a) a)
) (z)Nl1
(ayV1
) (ayV1
W6 W8
W16 fo
=3X6
W13
W13
v
m
I-
M
�.
EEM
�
viz=
B2 — B3 —
=10xio64
—
tT
B2
B5 1113X6
81
F
22'6-3/8" 11'0-3/8" �}
20'3-1/2"
. 71llfl1 " 211-1/8"
R=2522# U=573# RL=88/-129# W=6"
(Rigid Surface)
DESC. = A9
PLT. TYP: WAVE DESIGN
�T FLORMA
�iVt'IJ:.rilY TRUSS
TELif(950 975=3384
FAX; (954) 9794980
aizurF.w 1btiiTmmcE`.
PIDAVANO Eli' - CFI, M 33864.
54'5-1/2"
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
xoperiy attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Ifer to drawings 160A-Z for standard plate positions.
n W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Ira tallation & bracing of busses.
Ascalon this drawing or cover page listing this drawing. Irdlates acceptance of professional engineedng responsibl0tysoley, for the
sign shown. The sultablUy and use of this drawing for any structure Is the mponslbliltyofthe Building Designer perANSIRPI 1 SecZ
For more Information see this Job's general notes page and these web allies:
ITWBCG: www.itwbog.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.1cosafe.org
1T2"
R=2544# U=462# W=6"
(Rigid Surface)
0
REV. 17.02.02A.1213.20
SEQ = 40850
SCALE=0.1250
TC ILL
TC DL
BC DL
BC ILL
TOT.LD.
20.Opsf
15.Opsf
10.0pSf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
CM
01A LEN. 640508
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE SPEC
b:(19HSO44) /A10
Top chord 2x6 SP SS .T1, T2 2x8 SP SS:
Bot chord 2x6 SP SS :B1, B6 2x4 SP #2 N:
Webs 2x4 SP #3 :W1, W10 2x4 SP #2 N:
.W2, W13 2x4 SP #1 Dense::M2, M3 2x4 SP SS:
Filler 2x4 SP #2 N
:Lt Bearing Leg 2xB SP SS:
170 mph wind, 23.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
End verticals not exposed to wind pressure.
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc.
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.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Full Height Blocking reinforcement required to
prevent buckling of members over the bearings:
bearing 1 located at 0.00'
All plates are 2X4 except as noted.
("q 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning
requirements.
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.
Calculated vertical deflection is 0.29" due to live load and 0.78" due to dead load at X = 23-3-6.
MWFRS loads based on trusses located at least 46.66 ft. from roof edge.
F'2"
2V11-11/16" 4-1/ 1G'�- 8'4-1/2"
167-3/16"
6.5
T3
1117 6(R)
T2
�8X8
=X6@ =inxio =21X4 ,8 8
T4
—
10
I6X8 T5 —
T6
8
Cl)
(a) (a) a)
) (a
—
=3X6
)
W6 W2
(a) W1
(�vv1
(�1 W15T
71
W12
W12
;o
) is
i
�
—
B2 =no B3 — 17 B4
— =B5
=6X6
—
c
IUAlu
86 013X6
B1
t`
22'6-3/8" 11'0.3/8"
20'31/2"
711/,6"-1/p"
R=2522# U=571# RL=102/-153# W=6"
(Rigid Surface)
DESC. = Al
PLT. TYP: WAVE DESIGN CRn=FBC3117RESfrK2D14
„ P=RMA
QLiA11Ti TRUSS
TEL'z (950 975-3384
FAX; (954) 084W80
3120 N W. 16t1i'TERRACE
FOAVANO REACHEL 1: 064.
54'5-1/2"
1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
xoperty attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
'or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details• unless noted otherwise.
tier to drawings 16OA-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
A seal on this drawing or aver pegs Holing this drawing, Indicates acceptance of professional engineering rosponslhltlty solely for the
sign shown. The sultablilty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 18602,
For more Information sea this job's general notes page and these web sites:
ITWBCG:www.itwbcg.mm;TPI:www.tpinstorg;WTCA: wwwsbdndustry.com; [CC: wwwkwafe.org -
17'2" 3'1-1261
R=2544# U=430# W=6"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40878
SCALE=0.1250
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20..Opsf
15.0psf
10.0psf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 540508
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE SPEC
JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :131, B4, B6 2x4 SP #2 N:
Webs 2x4 SP #3 :W1 2x4 SP #2 N:
:W2, W13 2x4 SP #1 Dense::W9, WID, W14 2x4 SP SS:
:Lt Bearing Leg 2x6 SP SS:
End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/360 rive and L1240 total load. Creep Increase factor for dead load is 2.00.
WARNING: Fumish 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.
All plates are 2X4 except as noted.
170 mph wind, 22.98 ft mean hgl, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B.
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.
Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.31" due to live load and 0.84" due to dead load at X = 29-5-12.
MWFRS loads based on trusses located at least 45.95 ft. from roof edge.
257-1/4" 3'10-1/2" 9'8-3/16"
163-1/2"
12
6.5
T3 1117 6(R)
III
T1 —
T
— RXR m3X4@ -8X8
-T4— — --
— -
9
W W4 W W
T5
N
) a) (a) (a)
aE3X10 m5im T
=3X6
W5 W2 (a) W1a) W12 (01
I
(01 W14 g
LW�l2
`ao
_
in
) rn
1
EE'8'X8 B3 — 1r B2 m3X10
—
Be =0 B5 t�5Ni -L
M5X6
B1
82 EE'lu lu
84
B6 1113X6
54'5 1/2"
7 V "1/(1"
1 r 21'1-1/8" 11'0-318" 1T2"
3'1-1/2"
I
R=2569# U=592# RL=129/--177# W=6"
R=2544# U=403# W=6"
(Rigid Surface)
(Rigid Surface)
DESC. = Al
SEQ = 40861
PLT. TYP: WAVE
DESIGN CRIT"FBC2017RESrrM0I4FT/RTQW0%y0(0) QTY= 1 TOTAL= 1
REV. 17.02.02A.1213.20
SCALE=0.1250
"WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
TC LL
20.Opsf
REF
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
DATE 03-27-2019
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI ,
TC DL 15.Opsf
(Building Component Safety Information, by TPI and yVTCA) for salary practices prior to performing these functions. Installers shall provide
DRWG
rA,
FLORMBC
temporary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
DL 1 O.Or1$f
.,QUAY 7Z'•Y MUSS
a property attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing installed per BCSI sections B3,
B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
BC LL
r
O.O pSf
CM
ITN Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
in—formance with ANSVTP11, or for handling, shipping, Installation & bracing of trusses.
TOT.LD.
45.Opsf
O/A LEN. 540508
TLrLr'(954) 975-3384
FAX. (954) W84980
A seal on this drawing or cover papa 6eting this drawing. Indicates acceptance of professional engineering responsibility solely for the
doeignshown. The suitabiglyand use ofthis drawing for any structure Isthe responsibility ofthe BulldingDesigner per ANSUTPIISea2
DUR.FAC.
1.25
JOB #:19HSO44
3I28-NJV. I61]i"TERRACE
EUMPANOB13rsCliyi'L33064,
For more Information see lNsjob's general notes page and these web sites:
ITWBCG:www.Itwbcg.com;TPl:www.tpinstorg;WTCA:www.sbcindustry.com;]CC:wwwJccsafe.org
SPACING
24.0"
TYPE SPEC
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B6 2x4 SP #2 N:
Webs 2x4 SP #3 :W1, W2, W6, W7 2x4 SP #2 N:
:WI 1, WI 2x4 SP #1 Dense:
:Lt Bearing Leg 2x8 SP SS:
End verticals not exposed to wind pressure.
(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",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 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Calculated vertical deflection is 0.38" due to live load and 2.07" due to dead load at X = 514-0.
MWFRS loads based on trusses located at least 45.25 ft. from roof edge.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 22.62 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B,
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. k
Calculated horizontal defection is 0.18" due to live load and 0.24" due to dead load. ' `'
(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "'f" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. tt
Bottom chord checked for 10.00 psf non -concurrent live load.
Defection meets LJ360 live and U240 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.
24'0-3/4" 5'5" --�— 10'11-15116" 13'11-13116' —�
12
6.5
T3 II__1tK
N v a) W3 b) W3 (a) W (a WS N/6R!jU
T5 8
=3X6 (a) (c) T
W1 W2 a) W2 W3 W4 (c) =8X10 w12 �i B4 cES l
54'5-U2"
B6
711/r3" 32'6-3/4" 1,� 1 T2" 2' 10
3- f
R=2568# U=557# RL=129/-174# W=6" R=2544# U=31177# W=6"
(Rigid Surface) (Rigid Surface)
DESC. = Al
PLT. TYP. WAVE
y
Jl`
�r �r OR MA
.Q6it71.0 1 lR ITS
TEL`i.(954) 975-3384
'FAX. (754j.9Z*3980
3120 N %V.-16th'TERRACM`
FOBdPANO REACH, OL33W
DESIGN CRn=F8C2017RESRPI-2014
QTY=1 TOTAL=1
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or B10. as applicable. Apply plates to each lace of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from lids drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.
Asesl on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibltity solely for the
design shown. The suitoblily, and use of this dmvdng for any structure Is hie responsibility ofthe Bulldlrtg Designer per ANSVMl 1 Seo.2
For more information see this Job's general notes page and these web sites:
ITWBCG: wwwJtwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndtmtry.com; ICC: wwwJccsafe.og
REV. 17.02.02A.1213.20
SEQ = 41028
SCALE=0.1250
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. U0508
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE SPEC
b:(19HSO44) /A13
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B5 2x4 SP #2 N:
Webs 2x4 SP #3 :W2, W3, W5, W7, W10 2x4 SP #2 N:
:W6, W14 2x4 SP #1 Dense:
Filler 2x4 SP #2 N
:Lt Bearing Leg 2x6 SP SS:
Calculated horizontal deflection is 0.23" due to live load and 0.31" due to dead load.
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
WARNING: Fumish 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.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 22.27 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 It from roof edge, RISK CAT II, EXP B,
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.
�a
End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
-
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.48" due to live load and 1.29" due to dead load at X = 29-5-12.
MWFRS loads based on lasses located at least 44.54 ft. from roof edge.
22'6-5/16"
6'11-7/16" 12'3-5/8"
12'8-1/8" —�
12
6.5
1117)(6(R)
77
T3
g
T4
-T-
T
---a
10 "5X6
or
c) - —
- — W7 w
a) a ///8X10(SRS)(R)
T5
rb =3X6 W1
1 a)
a Wi-
)yy9 (a) 3
T
(a)
a
W3
W15 1
W14 W77
W2
=8X12
a
io
a)
Ea8X10 = 13 B1
_
v
-�
o
=8X14 82 Cl)
85 1113X6
21'11-314"
117 120'3-1/2"
54'5-1/2"
7 �1/ate_ 15'0-1/4" f 1 i �— 6'9" —�{� 4'10" 17'2"
2'10�
118-1/4" ' 1/2"I
'1
3-)/2"
11344#
R=2569# U=532# RL=182/-225# W=6"
(Rigid Surface)
R=2544# U= W=6"
(Rigid Surface)
DESC. = Al
PLT.TYP: WAVE
DESIGN CRrr-FBC20I7RESRP47D14Fr/RT-20%(O%YDID) QTY=1 TOTAL=1
REV. 17.02.02A.1213.20
"WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWING]
**IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TIC LL
20.Opsf
pl
9°*�t��rr »PtfT1
- LORMA'
. Q•O �y lr 1rr*..aT •rillUSS
ta.a.ii i 1ilV
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, byTPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
aeprope� attached bracing rigid wiling. Locationr BCSI. Unless s shown for peen nent laterchord shall al resve traintrly attached ofwebs shall havveebraarq Installed pthing and er SCSI Seecttom M�sns B3.
B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
TIC DL
BC DL
BC LL
15.Opsf
10.Opsf
O.O Sf
p
ITIV Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSUTPI 1, or for handling, shipping, Installation & bracing of lasses.
A seat on this drewing or cover papa listing this drawing, Indicates acceptance of profasslonel engineering responsibility solely for the
design shown. The suitability and use This drawing for any structure Is the responsibility ofthe Building Das gnsr psrANSVTPI 1 Sac2.
For twbcg.(om:TPI: seettpinsL rge TCA:www.sgeadusvy. om;]C :w
ITWBCG: www.ihvbcg.com; TPI: www.tp(nstorg; WiCA: www.sbdndustry.com; ICC: wwwJasale.org
TOT.LD.
45.0pSf
TLLr (954) 975-33>#•
TEL i95Q 97&-3384
VAX, r.16Dt g CE
POMPANO "A FL33064,
�i
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 41058
SCALE=0.1250
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 540508
JOB #: 19HSO44
TYPE SPEC
b:(19HSO44) /A14
Top chord 2x5 SP SS
Bot chord 2x6 SP SS :81, B3, B8 2x4 SP #2 N:
Webs 2x4 SP #3 :W2, W6, W7, W9, W12 2x4 SP #2 N:
:W8, W11. W15, W17 2x4 SP #1 Dense:
Filler 2x4 SP #3
:Lt Bearing Leg 2x8 SP SS:
Calculated horizontal deflection is 0.19" due to live load and 0.26" due to'dead load.
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc.
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.
11
THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.
All plates are 2X4 except as noted.
170 mph wind, 21.91 it mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 it from roof edge, RISK CAT II, EXP B,
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.
End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. t
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.5B" due to live load and 1.65" due to dead load at X = 38-2-0.
MWFRS loads based on trusses located at least 43.83 ft. from roof edge.
i' 20'11-13/16" i8'5-7/8" i 137-5/16" 11'4-7/16" -
12
6.5
1117) 6(R)
T3
T2
T4
8 8
12
�5X6
(a)
—
-W7
W1
--
W1
W4
(a
(a)
W11
=8X12
=8X10
=
1
=8X14 to
3X510
B4 �-
=3X4
B3
— 21'11-3/4"
117" - �{►
54'5-1/2"
7�1 1 1z' -i i I B-I 133 U — 6'9" --E-- 4'10"
f1� f1i
R=2569# U=500# RL=208/-249# W=6"
(Rigid Surface)
DESC. = A14
PLT. TYP: WAVE
FLORMA
QUALITY TRUSS
TE,L:.(9S 975-3384
FA1:'.(9S4) 978-9980
16th TEBR:ACE .
POMPANO WMCE�`FL 31W
DESIGN CRIT=FBC2017RESfrPl 7Ml4
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
ullding Component Safety Information, by TPI and VVrCA) for safety practices prior to performing these functions. Installers "shall provide
nporary bracing per SCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have
3roperiy attached rigid ceiling. Localions shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
' or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
rfer to drawings 160A-2 for standard plate positions.
ITW Building Components Group Inc, shall not be responsible for any devlallon from this drawing, any failure to build the truss
conformance with ANSVIPI 1, or for handling, shipping, Installation & bracing of trusses.
A Seaton
this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solsly for the
sign shown. The suitability and use ofthle drawing for any structure Is the responsibility ofthe Building Designer per ANSUTPI 1 Seo.2.
For more information see this Job's general notes page and these web sites:
ITWBCG: www1twbog.cem; TPI: www.tpinsLorg; WTCA: wwwsbdndustry.com; [CC: wwwJccsafe.org
H1314 _ - —X10v - -
- -
=_ 10
W
T
T
, Wig
3S-314'
87
88 013X6 74
i
L
20'3-1/2"
1 T2^ 2'10
3-42"
R=2544# U=313# W=6"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 41046
SCALE=0.1250 .
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.OPSf
1 O.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-201E
DRWG
CM
O/A LEN. 540508
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE SPEC
ib:(191-113O44) /A15
Top chord 2x6 SP SS
Bot chord 2x6 SP SS 31, 83 2x4 SP #2 N:
Webs 2x4 SP #3
:W1, W2, W5, W6, W8, W14 2x4 SP #2 N::W9, W15, W21 2x4 SP #1 Dense:
:Lt Bearing Leg 2x8 SP SS:
End verticals not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/360 live and 1-1240 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.
19'5-3/8" 10'0-3/8"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 21.56 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
Calculated horizontal deflection is 0.11" due to live load and 0.15" due to dead load.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.53" due to live load and 1.42" due to dead load at X = 19-3-8.
MIWFRS loads based on trusses located at least 43.12 ft. from roof edge.
14'11"
10'0-3/4"
12
6.5
=8 C12
T3
T4
T2 \\16X10(SRS)(R
W1
zzi8X8
= T1 =
a)
M
W13- --
- — - — T5 ---
- - —--
21 =3X6 a)
W16
�nI
(aJ 1 8 T6
a) W4
/l/6X10(SRS)(R) = 10
W2 a) �12X14
-8X10
a T
W16(a) W() W2 W2 201
W W 31-11a
Fo W1 (a)
W14
_
=12X14 �'
=3X4 t 1 B2) -9X4 B4 ,
B6Rik
—6 = B7 — BB 1113X1AZV
i
I
— _ 54'5-1 /2"
7p11 I� 1�-- 12' —f1 i 6-I 133 1/2" f 30110-1/2„
F1i F1i F1�
R=2570# U=454# RL=211/-250# W=6" R=2544# U=282# W=6"
(Rigid Surface) (Rigid Surface)
DESC. = Al SEQ = 41068
PLT. TYP: WAVE DESIGN CRrr"F8C2017RESlrPI-2o1/FART-2a%(0%y0(a) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1250
_ - -
I
1�7r bY�n
'1`s+O11i.1rJr1pA-YTc�
K.v�T mTjss
"WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
aepr p dy attached rigid calling.er SCSI. nless Locations shown for permanent lateral eschord shall have traintefo webs shell haveural sheathing and bra bracing Installeder SCSI settom erd ctions shall have
of truss and position as shown above and on the Joint Details, unless noted otherwise.
ReferB16.to a s appings icable.platesndard to plate positions. face
for Apply
INN Building Components Group Inc. shall not be responsible for any deviation from this drawing, arty failure to build the buss
in conformance with ANSUTPI 1, or for handling, shipping, installation 6 bracing of trusses.
AsedontNedrawing orcover page listing this drawing, Indicatesacceptanceofprofessional engineering responsibilrysolely for the
deelgnshown.ThesulhblgtyanduseofthisdrawingforanystructureIstheeeponddityoftheBulidingDesignerperANSVTP11Socz
For more .com: tionsee .tpins job's orgeneral CA:wspageandiheseweb m;ICCes:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; MCA: www.sbdrtdusby.com; ICC: wwwJccsale.org
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 45.0pSf
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 540508
i'iI;: (95+1) 9?5-338¢
FEL.(9-'%975-3394
'3I7AN.(954)W. iZBR8AG�
POMPANOIBEAA VL33U&t
e
DUR.FAC. 1.25
JOB#:19HSO44
SPACING 24.0"
TYPE SPEC
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B1, B3 2x4 SP #2 N:
Webs 2x4 SP #3 :W4, W6 2x4 SP SS:
:W5, W10, W19 2x4 SP #2 N:
Filler 2x4 SP #2 N
:Lt Bearing Leg 2x8 SP SS:
All plates are 2X4 except as noted.
Special loads -
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 148 plf at 0.00 to 148 pit at 7.83
TC: From 74 plf at 7.83 to 74 plf at 54A6
BC: From 20 pit at 0.60 to 20 plf at 54A6
170 mph wind, 21.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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
Calculated horizontal deflection is 0.15" due to live load and 0.20" 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.
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.43" due to live load and 1.11" due to dead load at X=16-7-8.
The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing.
MWFRS loads based on trusses located at least 42AI ft. from roof edge.
DESC. = A16
PLT. TYP: WAVE DESIGN
F�.OR:�llA
QUAY ITY TRUSS
TEL: (954) 97S=3384
FAX, 1[950 97ti-8980
3120-N NX 160i TERRACE .
1'It k"Atd0 DISACHi- F'L331111"
!1
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
2 Complete Trusses Required
Nail Scheduie:0.128"x3", min, nails
Top Chord: 1 Row @12.Ob" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting. 1, 1
Right end vertical not exposed to wind pressure:
Deflection meets L/360 live and 1_/240 total load. Creep increase factor for dead load is 2.00.
WARNING: Fumish 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.
T10" it 9'9-7116" 11'6-13/16" 16'2-11/16" -- +— 8'9-1/16"
12
6.5 F7' _ =210
W1
0
=3X4 B2 =3X4
B7 3,8"
�— 15'0-1/4" 362"
3
54'5-1/2"
7 1 — 12' 11 f? 6� 11 30'10-1/2"
11I F�1/2"
R=3105# U=828# RL=238/-275# W=6"
(Rigid Surface)
1 PLIES= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bradng. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Instaties shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83,
W or B70, as applicable. Apply plates to each fete of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for arty deviation from this drawing, any failure to build the truss
In conformance with ANSIrfPI 1, or for handling, shipping, installation 8 bracing of busses.
A sea] on this drawing or cover paps listing this drawing, Indlates acceptance of professional anginoering responsibility solely for the
design shown. The sultabiilty and use of this drawing for any structure Is the respasiblilty of the Bulldlrg Designer per ANSMI f Ser 2.
For more information sae this Job's general notes page and these web sites:
ITWBCG: www.itwbcn.00m: TPI: www.tpinsLcm: WTCA: wwwsbdndushy.cam: ICC: wwwlcesafe.om
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.0psf
BC DL
10,Opsf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
74.3114" I
4'&3f4"
1
R=2589# U=602# W=6"
(Rigid Surface)
SEQ = 41106
SCALE=0.0954
REF
DATE 03-27-2019
DRWG
CM
0/A LEN. 540508
JOB #: 19HSO44
TYPE SPEC
b:(19HS044) /A17
Top chord 24 SP SS
Bot chord 2x6 SP SS :B2, B4 2x4 SP #2 N:
Webs 2x4 SP #3 :W2, W7 2x4 SP #1 Dense:
:W11 2x6 SP SS::W23 2x4 SP #2 N:
Filler 2x4 SP #2 N
:Rt Bearing Leg 2x8 SP SS:
All plates are 2X4 except as noted.
Special loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 73 plf at 0.00 to 73 plf at 19.04
TC: From 74 plf at 19.04 to 74 pif at 24.17
TC: From 73 plf at 24.17 to 73 plf at 40.12
TC: From 74 ptf at 40.12 to 74 plf at 49.68
TC: From 147 plf at 49.68 to 147 plf at 50.64
TC: From 145 plf at 50.64 to 145 plf at 57.12
BC: From 20 plf at 0.00 to 20 pif at 56.52
170 mph wind,18.12 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 pall, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design
Left cantilever is exposed to wind
Calculated horfzontal.deflection is 0.20" due to live load and 0.27" due to dead load.
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" 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 36.24 ft, from roof edge.
DESC. = A17
PLT. TYP: WAVE DESIGN
'JL i.rViWl11'
QUALITY TRUSS
TEE; (950 975=3384
FAX.(454)-97&8Q80
_43 28 N.W. 1i TERRACE .
Y'ONWANO WAMi NL 33064
THIS DWG. PREPARED BY THE ALPINE JO
2 Complete Trusses Required
Nail dule:0.12 min. nails
Chord:
@12.
Top Chotd:l Row @12.00" o.c.
Bot Chord: 1 Row @12.00" D.C.
Webs :1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
In each row to avoid splitting.
0 Ris
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use puriins to brace all flat TC @ 24" oc.
WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping
and installation of trusses. See "WARNING" note below.
�- �� _{ 51�/ 8'6" 196-7/16" - 15'11-5/16" 6'5 13/16"
2
6.5 [�7- T4 -
12
5 O. T3 - CB
T1 Es- s8 1 W1 T5
1 go3X4 =8X8 W1 W15 --8X12(SRS) T6
N=4X5(A1 -3X4 _ =10X70 ) (R)
1 01�0 :err=3X5 W2 _ _ W =8X10 B6 W17 WW2 3X6 W23 it
1 1 m3X4 En B3 m3X4 B5
B1 B2 64 - MUEEibAb BS - 5
3,8" B7
�- 18'3-1/2" + }� 34'6-3/4"
I�'6" } 54'7-1/2"
3'3 1/4111 I� 12 r 2'8^ r r
1- -�I I I- "I I IF- 6'4" -� 20-11-1/4" -{ f
R=2804# U=667# RL=206/-190# W=8"
(Rigid Surf=1 PLIES= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
Witting Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
rroperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
'or BID, as applicable. Apply plates to each face o1 buss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA•Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSYMI 1, or for handling, shipping, installation & bracing of trusses.
A seat on this drawing or cover page gating this drawing, Indicates acceptance of pralessonat engineering responsibility solely for the
sign shown. The adtablllty and use of thls dmwing for any structure Is the tesponatbltity of the Building Des gner per ANSUTPI 1 Sec.2
For more Information see this job's general notes page and these web sites:
ITwBCG: www.itwbcg.wm; TPI: www.tpinsLorg; WTCA: www.sbdndmtry.com; [CC: wwwlasafe.org
57'1-1/2"
R=30 1841 6"
REV. 17.02.02A.1213.20 (RI I et=0.0909
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 570108
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE SPEC
T
i
Job:(19HSO44) IA18
THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS)SUBMITTED BY TRUSS
Top chord 2x6 SP SS
2 Complete Trusses Required
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W4 2x4 SP #2 N::W5 2x6 SP SS:
:M M5, M6 SP SS:
Filler 2x4 SPP #3
NailSchedule:0.128"x33", min. nails
Top Chordal Row @12.00" o.c.
All plates are 2X4 except as noted.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Special loads
Use equal spacing between rows and stagger nails
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
in each row to avoid splitting.
TC: From 73 plf at 0.00 to 73 pit at 6.50
TC: From 36 plf at 6.50 to 36 Off at 11.44
Wind loads and reactions based on MWFRS.
TC: From 73 plf at 11.to 73 plf at .
50 .
TC: From 74 plf at 17.50 to 74 plf at 2424.17
Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load.
TC: From 73 pi( at 40.12 to 73 plf at 59.12
TC: From 74 pit at 40.12 to 74 plf at 59.79
79
Lateral[ brace BC al 24" oc in lieu of rigid ceiling. Lateral[ brace BC above filler at 24" oc.
y 9 g• y
BC: From 20 plf at .0 to 20 plf at 6.50Deflection
BC: From 10 pH at 66.550 to 10 plf at 11.85 1.8
meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
BC: From 20 plf at 11.85 to 20 plf at 59.79
TC:139.47 lb Conc. Load at 6.50
TC: 96.56 lb Conc. Load at 7.56, 9.56
BC: 5.33 lb Conc. Load at 6.50
BC: 30.59 lb Conc. Load at 7.56, 9.56
BC: 1172.82 lb Conc. Load at 11.44
170 mph wind, 15.95 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B.
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left and right cantilevers are exposed to wind
(a) Continuous lateral restraint equally spaced on member.
In lieu of structural panels use puffins to brace all flat TC @ 24" oc.
WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during hand[! g, shipping
6-8-1/16"
and installation of trusses. See "WARNING" note below.
6'6" 15'11-5/16" 19'8-1/16" +l
12
12
6.5
T4
U17) _ = C10
O
T2_ W6 W1 -T5 --
_
T1 -6
_ 8
g4X6
W
4 4 W5 �7M
cov.'t =4 2§(A1
i� 1
= _ _ =8X8 8 W1 T6
81 H0310
B2 M34= 83 W12 'I3X5
DESC. = Al
PLT. TYP: WAVE DESIGN
FLOY2iDA
9_vA1xz-TRvss
TE .i (9-4Q 975-3384
FAX! 054).978-8980.
: 3I20 NM 1611s'PBRRACE .
POMPANO WACH,19L 33064.
3 I-H- ] 155-1/4"-W"
h 6" 54'9-1 /2" 2 6H
12' - i 163-1/2" -�1 24'2-1/2" -�
R=3922# U=883# W=8"
(Rigid Surface)
QTY= 1 PLIES= 2 TOTAL= 2
"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care in fabricating, handling. shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uiiding Component Safety Information, by TPI and MCA) for safety practices prior to pedomdng these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
3ropedy attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
' or B10, as eppticeble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
)far to drawings 160XZ for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI I, or for handling, shipping, installation 8 bradng of trusses.
A oval an this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The sultabl lily and use of tide drawing for any structure Is the responsibility of the Bullding Designer per ANSVTPI 1 Ss%Z
For more Information see this Job's general notes page and these web rites:
ITWBCG: www.ilwbcg.am; TPI: www.tpinst.org; MCA: www.sbdridtistry.com; ICC: wwwJccsafe.org
59'9-1/2"
MFR.
R=2996# U=684# W=8"
(Rigid Surface)
SEQ = 41176
REV. _17.02.02A.1213.20
SCALE=0.0868
TC LL 20.Opsf
REF
TC DL 15.Opsf
DATE 03-27-2019
BC DL 10.Opsf
DRWG
BC LL
O.Opsf
CM
TOT.LD.
45.0psf
O/A LEN. 590908
DURYAC.
1.25
JOB M 19HS044
SPACING
24.0"
TYPE COMN
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W2 2x4 SP #1 Dense:
:W8, W10 2x4 SP 92 N:
(J) Hanger Support Required, by others
(b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 20.54 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
End verticals 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 41.08 ft. from roof edge. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping
Provide hanger or special connection at left end of truss for 2237 lbs. and Installation of trusses. See "WARNING" note below.
�— 4'5 9/16"— 11'2-1/2" 5' 2'5 3/4+}�- 4'2-9/16" 18'5-7/8" '2 �5/A
11
48'1-1/2"
R=2237# U=228# RL=204/-140#
H=H1
R=2223# U=418# W=6"
(Rigid Surface)
DESC. = Al SEQ = 40969
PLT. TYP. WAVE DESIGN CRIT=FSC2017RESMI-2014FT/RT=ww(ovsvDID) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1667
"WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
TC LL 20.OpSf
REF
DATE 03-27-2019
da ,
a "
�Y r1
'j LORMA.
1�fr�t>•fR .XjSS
tiLii i V
Trusses require extreme care in fabricating, handling, shipping, Instating end bmdng. Refer to and follow the latest edition 6f SCSI
a
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per SCSI sections B3,
B7 or 8rs 10, as applicable. Apply plates to each taof truss and position as shown above end on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. strait not be responsible for any deviation from this drawing, any failure to build the in=
in conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Aso I on this drawing or cover page Il%Vng this drawing, Indicates acceptance of professional engineedng responsibility solely for the
designshown. The suitability and use of this dmvdngfor any sWctun[sthe responsibility oftheBulldlrgDesigner per ANSVTP11Soo2
ITWBCG:wwwAwbcgcom;TPlFor more nwww ee thisnsto geWiCA:neral wwwsbcinduse and �esom;]Ce web :w
_ cg. tW g; try.com;ICC:wwwJ«sefe.og
TC DL 15.Opsf
BC DL 10.0psf
O.On$f
BC LL r-
A
TOT.LD. 45.Opsf
DRWG
O/A LEN. 480108
E
TEI,:.(954j 97$-3384
FAX: (954).97&8980
3IFAX, it.l6fti8 TERRACE
POMPANO REACFP-iFL33064.
DUR.FAC. 1.25
JOB 19HSO44
SPACING 24.0"
ITYPE COMN
Top chord 2x6 SP SS :T1 2x4 SP #2 N:
Bot chord 2x6 SP SS
Webs 2x4 SP #3 .W1 2x6 SP SS:
All plates are 2X4 except as noted.
Special loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25)
TC: From 4 pif at 0.00 to 4 plf at 4.50
TC: From 74 pif at 4.50 to 74 ptf at 52.28
TC: From 70 ptf at 52.28 to 70 pg at 52.62
BC: From 20 plf at 0.00 to 20 plf at 52.62
TC: 532.93 lb Conc. Load at 0.56, 2.56
TC: 1715.24lb Conc. Load at 4.44
(a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun
(0.128"x3",min.)natls @ 6" oc.
The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing
THIS DWG. PREPARED BY THE ALPINE JO
2 Complete Trusses Required
MFR'S LAYOUT
Nail Chordule:0.12 @12. min. nails / t
Top Chord: 1 Raw @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
170 mph wind, 18.14 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
End verticals not exposed to wind pressure.
Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
WARNING: Fumish 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.
I 34'4-3/4"
4'6" } 13'8-3/4" �}3 11-5116"� 30'1-5/16" 4-1/16"
T4
_ T5 _ _ T6
12
T3 g3X6
6.5 W8 W1 W1 W1 a) W14 0
a �7X6 10 W12 W13 W71ID
d
a, T1O T2 W4
T m W3= 5X 1 N
B1 014XB(R)
83 B4
v W W2 W T
21 31C
52'7-1/2"
1- 16'5-1/2" — 1 34'10-1/2"
R=4779# U=831# W=8"
(Rigid Surface)
DESC. = A20
PLT. TYP.-WAVE DESIGN CRIWEIC2017RESRPM4FTIRT"2Mo%yo(o) QTY= 1 PLIES= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Instating and bracing. Refer to and follow the latest edition of BCSI
_j
(Building Component Safety Information, by Tot and WTCA) for safety practices prior to performing these functions. Installers shag provide
9G�rr OjjWA
1 it 1�.iL
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
Qr1�y Y �rrnr ty^ MlUSS
a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or BID. as appficabIa. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
V17iLi / / 1A�J
Refer to drawings 160A-Z for standard plate positions.
ITW building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
_
TEL-;(954) 99,5=33tt4
In conformance with ANSVTPI 1, or for handling, shipping. Installation 8 bracing of trusses.FA
X: (954) 978 8980
A sail on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
3I2(t N.W.-161h TERRACE
3120 N.WU C
design shown. The suitability and use of this drawing for any structurs Is the responsibility ofthe Building Designer perANSVTPI 1 Sea2.
JP AEAI_H R E* (
r
For more information see this Job's general notes page and these web sites:
ITIIVBCG: wwwAwbcg.com; TPI: www.tpinstorg; MCA: www.sbcindustry.cam; ICC: wwwJocsafe.org
R=2637# U=631# W=6"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 41160
SCALE=0.1250
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 520708
DUR.FAC.
1.25
JOB #: 19FISO44
SPACING
24.0"
TYPE COMN
b:(19HSO44) /A21
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W2, W5 2x4 SP #2 N:
Left Cantilever is exposed to wind
Calculated horizontal deflection is 0.14" due to rive load and 0.20" due to dead load.
(a) Continuous lateral restraint equally spaced on member.
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
and installation of trusses. See "WARNING" note below.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are BX8 except as noted.
170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use pudins to brace all flat TC (r3 24" oc.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 31.91 ft. from roof edge.
f
11/16" ' 1'4-5/,6" 18'1-3/4"
18'8" 5' 10'11-5/16" —�T
�7 T3 T4 - T5 = X8
O
T8
T2
/T6 =
4
12
W1 )
W13 W1
W1
a)
-
13�
-
- -
B:S— -
_(aW1
)
_
W15
-
m
6
2
14
°'
N
(a) W4
-
rn
T1
b
W3 =8X1
(a)
IH2X4 = e =
B3 02
B4 1115X10(R)t
05X6
(a)
a )
W8
II1 4X5(A1
W2
�
:Eirr
_
1114X6 _*AtjEEiI5A10 g2 13X6
6°
81)527-1/2"
f
207 34'10-1/2"
r
551-1/2"
R=2735# U=228# RL=245/-128# W=B"
R=2457# U=418# W=6"
(Rigid Surface)
(Rigid Surface)
DESC. = A21
SEQ = 40442
PLT. TYP: WAVE
DESIGN CRIT=FBC2017RESRP47014FrIRT-20%(o%M0) QTY= 1 TOTAL= 1
REV. 17.02.02A.1213.20
SCALE=0.1250
••WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
TC LL
20.Opsf
REF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
TC DL
15.Opsf
DATE 03-27-2019
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
ter tab yryti ♦
temporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
BC DL
1 0.0 n$f
DRWG
(1 wi�J.e�itfWhnJla'1
QUAL j' a�•� �
a property attached dgid ceiling. Locations shown for permanent lateral restralnt ofwebs shall have bracing Installed per BCSI sections B3,
Refer toB7 or ldrawiras gs DA-2 for standa d plate positionstes to each face rw� and position as shown above and on the Joint Details, unless noted otherwise.
BC LL
r
0.0 psf
.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSIffP11, or for handling, shipping, Insolletion 8 bracing of trusses.
TOT.LD.
45.Opsf
O/A LEN. 560108
-
TL+L;' (954) 97Q=33ti4
• FAX-. (954) 978-8984
Aseal on this drawing or cover page Haling this drawing, Indicates acceptance of pprofeedond engineering reeponWdlity, coley for Me
deatgn shown. The suitability and use ofthla drawing for any structure Is the responaldilly of the Building Designer perANSUTPI 1 Sec.2
DUR.FAC.
1.25
JOB #: 19HSO44
`3120-N.W.- 1,6Lh TERRACE
pgn3YpN6BlACFI,i'Y33U64,
For more Information see this Job's general notes page and these web sites:
ITWBCG:wwwJtwbcg.cam;TPl:www.tpinsLorg;WTCA:www.sbdndustry.com;[CC:wwwJ=afo.org
SPACING
24.0"
TYPE MONO
,b:(19HSO44) /A22
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
:W2, W5, W6 2x4 SP #2 N:
Calculated horizontal deflection is 0.16" due to live load and 0.21" due to dead load.
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.33" due to live load and 0.89" due to dead load at X = 22-3-13.
MWFRS loads based on trusses located at least 33.26 R from roof edge.
All plates are 8X8 except as noted.
170 mph wind,16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
Right end vertical not exposed to wind pressure. �9
In lieu of structural panels use puriins to brace all flat TC Q 24" Do.
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.
r 193" 5' 1/—10'11-5/16"— 1 1 1/ " 17'6-9/16"
T4 TS _
:7 \16X8 R — 6 T/ 6X8 R O T8 I13
12 T2 Wt W1 al I
T 1 W15 N
cl (a) W4 W6 m
N Ti
o W3 m8X10 ) 1112X4 — — — —
a) (a) —B3 — — — 84 BS 1115X70(R)
T4X8 (a) W2 W W8
rto-a/4w
�- - - 1
r
R=2476# U=228# RL=220/-118# W=8"
(Rigid Surface)
DESC. = A22
PLT. TYP: WAVE
-FLOPMA
RUAMTY TRUSS
TELL (954�'97rr3384
VAX: [934978-W80.
3120-r3.W 160iTERRACE POWANO RZAlCEtj #L 33ok
DESIGN CRIr"FSC20t7RESrrPI-70t4 FT/RT-20%(0%y0(0)
52'7-1/2"
34'.10-1 /2"
QTY= 1 TOTAL= 1
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI
ut"'n' Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide
.porary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
rropedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 113,
'or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details• unless noted otherwise.
der to drawings 16OA-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
oonfonnance wirh ANSNTPI 1, or for handling, shipping, Installation & bracing of trusses.
A seal on this drawing or cover paps Ilating this drawing, Indicates acceptance of professional anginesring responsibility solely Tor the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSUTPI 1 s
For more Information see this Jobs general notes page and these web sites:
ITWBCG: www.Mvbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: www.iccssfe.org
R=2476# U=420# W=6"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40465
SCALE=0.1250
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 520708
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
I
Ib:(19HSO44) /A23
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS::W2 2x4 SP #2 N:
:W5, W6, W7; W15, W16 2x4 SP #1 Dense:
Ali plates are 3X10 except as noted.
170 mph wind, 16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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 0.25" due to dead load.
(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.)na1ls @ 6" oc.
(d) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T", reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",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 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
(b) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nais @ 6" oc.
Deflection meets U360 live and U240 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.
DESC. = A23
PLT. TYP: WAVE DESIGN
QVAIATY TRUSS
TEL: (954) 975-3384
FAX: (954).978-8980
3120 r4. W 16t1kTERRAC'E .
1 OWAVO REACHi F'L 33W4.
d
l�
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Wind loads and reactions based on MWFRS with additional C&C member design.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.42" due to live load and 1.13" due to dead load at X=17-9-0.
MWFRS loads based on trusses located at least 33.26 ft. from roof edge.
�— 137 5' 11-1/16" 33l16 "
-+�— 10'11-5l16" —+{� 16'2-7/8"
52'7-1/2"
i— 1167 ! 34'10-1/2"
R=2476# U=191# RL=227/-134# W=8"
(Rigid Surface)
1 TOTAL= 1
-IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
ilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
Iporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
roperiy attached rigid ceiling. Locallons shown for permanent lateral restraint olwebs shall have bracing Installed per BCSI sections B3,
or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
ter to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
onformance with ANSVTPI 1, or for handling, shipping, Installation 6 bracing of trusses.
Aseat on this drawing or cover page listing this drawing, Indicates amptance of professional engineering responsibility solely for the
ilgnshown. The sultablilty and use of this drawing for say structure Is the responsibility of the BuilclIng Designer per ANSVTP1 1890,2.
For more Informadon see this Job's general notes page and these web sites:
ITW13CG: www.ilwbog.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: www.icesafe.org
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
R=2476# U=383# W=6"
(Rigid Surface)
SEQ = 40492
SCALE=0.0987
REF
DATE 03-27-2019
O/A LEN. 520708
JOB #: 19HSO44
TYPE MONO
b:(19HSO44) /A24
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
:W5, W13 2x4 SP #1 Dense::W6, W7, W8 2x4 SP #2 N:
All plates are 3X4 except as noted.
(1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or
zero Positioning Tolerance.
170 mph wind, 16.63 ft mean hgt, ASCE 7-10. CLOSED bidg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Calculated horizontal deflection is 0.21" due to live load and 0.28" due to dead load.
(J) Hanger Support Required, by others
(b) Continuous lateral restraint equally spaced an 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 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.44" due to live load and 1.20" due to dead load at X = 16-2-5.
MWFRS loads based on trusses located at least 33.26 ft. from roof edge.
Provide hanger or special connection at left end of truss for 2359 lbs.
DESC. = A24
PLT. TYP: WAVE
FLORMA
QUALITY TRUSS
TELL (954)'975-3384
'FAX. (950 WS-8?so.
3120 N.W. 161h TERRACE .
POMPANO SJiACEtj PL 33W
DESIGN CRIT-FBC2017RESrrP42D14
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Wind loads and reactions based on MWFRS with additional C&C member design.
Right end vertical not exposed to wind pressure.
Deflection meets U360 live and U240 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.
i 117 i 5' 15'11-1/16" 1 10'11-5/16"{46-718" i —12'5-3/16"—�{
1T9"
R=2359# U=162# RL=2341-148#
H=H1
QTY=1 TOTAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme pre in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uitding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
)roperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133,
' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
fifer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSIfTPI 1, or for handling, shipping, Installation & bracing of trusses.
Aseat on the drawing or cover page tteting this drawling, Indicates acceptance of professional engineering responelblfty solely for the
sign shown. The sultablilty and use ofthIs drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Seo2,
For more information see this Job's general notes page and these web sites:
RWBCG: www.ltwbog.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; [CC: wwwJ=afe.org
591-1/2"
fi
co
ob
Zo
1
— 324-1/2°
REV. 17.02.02A.1213.20
R=2359# U=320# W=6"
(Rigid Surface)
SEQ = 40507
SCALE=0.1036
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 500108
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
:W2, W8, W11, W12, W16 2x4 SP #2 N::W6 2x4 SP #1 Dense:
:Rt Bearing Leg 2x8 SP SS:
All plates are 2X4 except as noted.
170 mph wind, 16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B.
wind TC DL=5.0 psf, wind BC DL=5.0 psi. GCpi(+/-)=0.18
Calculated horizontal deflection is 0.20" due to live load and 0.28" due to dead load.
(J) Hanger Support Required, by others
(c) Continuous lateral restraint equally spaced on member. Or 1 x4 #3SRB SPF-S or better "I' 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'17' reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nals @ 6" oc.
(b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"4.5",min.)nals @ 6" oc.
In lieu of structural panels use pudins to brace all flat TC @ 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
Calculated vertical deflection is 0.35" due to live load and 0.95" due to dead load at X = 20-5-0.
MWFRS loads based on trusses located at least 33.26 ft. from roof edge.
Provide lianger or special connection at left end of truss for 2340 lbs.
DESC. = A25
PLT. TYP: WAVE
QUALITY TRUSS
TEL. _(954j 995-3384
'FAX: (954j 08.8988
3I2U AT W 161h TERRACM
POt14PAr o BEAC11 FL 33064.
DESIGN CRT-F8C2017RESR1`F2D14 FT/RT-2D%(D%)10(0)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Wind loads and reactions based on MWFRS with additional C&C member design.
Right end vertical not exposed to wind pressure.
(d) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nals @ 6" oc.
Deflection meets 1-1360 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.
1— 93" — 1 V I T11-1/16" 1 10'11-5/16" 5'10-9/16" 1 11'1-1/2"
T T818" T
T d
if m
i 1
50'1-1/2"
1915" �}1 }�— 7' �1 211-1/4"
R=2340# U=150# RL=241/-165# R=2368# U=297# W=6"
H = H1 (Rigid Surface)
QTY=1 T0TAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83.
E17 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSUTPI 1, or for handling, shipping. Installation 8 bracing of trusses.
Aseat on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Daslgnor per ANSVTPI 1 Sec.2.
For more Information see this job's genera) notes page and these web sites:
ITWBCG: www.ilwbcg.com; TPi: www.tpinstorg; WTCA: wwwsbcindustry.com; ICC: www.iccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40513
SCALE=0.1036
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 500108
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE SPEC
�b:(19HSG44) /A26
Top chord 2x6 SP SS
Bol chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
:W2, W15, W16 2x4 SP #2 N::W5 2x4 SP #1 Dense:
:Rt Bearing Leg 2x8 SP SS:
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
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
and installation of trusses. See "WARNING" note below.
Provide hanger or special connection at left end of truss for 2340 lbs.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 3X6 except as noted.
170 mph wind.16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B,
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.
Right end vertical not exposed to wind pressure.
In lieu of structural panels use puffins to brace all flat TC @ 24" oc.
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 33.26 ft. from roof edge.
�— 77 — 5' 9'11-1/16" 10,11-5/16" i
- 72-1/4"
9'9-13/16" �{
(a)
T4
1112X4Ea7 8(R)
T3
T5
.
W9 W1
T6
12
T2
a
O
_
-
=
T
co 6:5—�
a )
s6 6 - R - O —
-
M1
z11-W
T1 6
O )
W7
I
l
W3 W W�a) W10 W10
(a)W1
)
(a)
T
�5X6
W3
W14
W16
F_
1.1T_ W1
1
a
() wz (a) =8x10 W11
10 =6x6
83
III
B1 �8 = 82 I B4
85
f
501-1/2"
21'5" 1 {� 3' --+ 1 }
23'1-1/4"
7 1T
R=2340# U=142# RL=248/-181#
R=2366# U=270# W=6"
H=H1
(Rigid Surface)
DESC. = A26
SEQ = 40516
PLT. TYP„-WAVE
DESIGN CRIT-FBC2017RES"I.2014FrIRT-20%(0%y((0) QTY=1 T0TAL=1
REV. 17.02.02A.1213.20
SCALE=0.1667
**WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
TC LL
20.Opsf
REF
"IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DATE
03-27-2019
Trusses require extreme care In fabdee ing, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
TC DL 15.Opsf
(Building Component Safety Information, by TPI and VJTCA) for safety practices prior to performing these functions. Installers shall provide
DRWG
. OiRM� Yyti
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
BC DL 1 OO $f
p
rug MSS
a property attached rigid calling.
iling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per SCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
.
O.O
"��Jtii.dl 1 i1r,V
Refer to drawings 160A-Z for standard plate positions.
BC LL
p $f
- -
RW Building Components Group Inc. shag not be responsible for any deviation from Ws drawing, any failure to build the truss
In conformance with ANSVTPll,orfor handling. shipping, installation& bracing of trusses.
TOT.LD.
45.Opsf
O/ALEN.
500108
TEL: (95!1) 975-3384
FAX; .(954) 978-8880
3120 P1.W. lklli 'ERRACE
A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional snglneedng responsibility solely for the
design shown. The suitability use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 SscZ
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
ITYPE
SPEC
POMPANO .MACH, VL33964.
For more Information see this job's general notes page and these web sites:
1TWBCG:www.itwbcg.com;TPl:www.tpinstorg;WTCA:www.sbdndustry.com;ICC:www.i=afe.org
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
:W2, W7, W17. W18 2x4 SP #2 N:
:Rt Bearing Leg 2x8 SP SS:
(a) Continuous lateral restraint equally spaced on member.
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
MWFRS loads based on trusses located at least 33.26 ft. from roof edge
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 6X6 except as noted.
170 mph wind,16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B.
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.
Right end vertical not exposed to wind pressure.
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
and Installation of trusses. See "WARNING" note below.
1 — 63"—+i V i 1V11-1/16" 1011-5/16" i8'5-15/16" i-8'6-1/8" �{
N
6.5
M
ob
�5X6
w
„1
i
103X10
21'5"
R=2340# U=134# RL=256/-197# W=8"
(Rigid Surface)
III2X4
T3
10 W1
W12
W8
W6 (a) (a)
W11 --�
50'1-1/2"
DESC. = A27
PLT.TYP: WAVE
DESIGN CRIT-FBC7D17RESRPI-2014FTIRT-X%(0%y0(0) QTY= 1 TOTAL= 1
•'WARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
Oy�ti�
temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
.ryCy
i L 1LLV
a propedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133,
.,,(�� T.A r Ymv.aT Sp
S
B7 or B1 D, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
QUAX .L / /
Refer to drawings 16OA-Z for standard plate positions.
17W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
.,
TEL: (9SQ 9150384
In conformance with ANSViPi 1, or for handling, shipping, Installation 8 bracing of trusses.
� . (954i 97$-6980
(9 4)
Aseal on this drawing or cover page Ustltfp this drawing, Indicates acceptance of professional engineering responsibility solely for the
3I9A X; TERRACE
design shown. The suitability and use ofthis drnving for any structurs Is the responsibility ofths Building Designer perANSI/TPI 1 Seo2
,
E.3120 0 PL 330&1,
i
For more Information see this Job's general notes page and these web sites:
ITWBCG:www.1twbcg.com;TPI:www.lpinstorg;WTCA: www.sbcindusby.mm; ]CC: wwwJ=o fe.org
T5 (a)
T6
2 (a) W1 (a)W7
W16
B5
23'1-1/4"
R=2365# U=241# W=6"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40523
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 500108.
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE SPEC
,b:(19HSO44) /A28
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W7 2x6 SP SS:
:W2, W8 2x4 SP #2 N::W20 2x4 SP #1 Dense:
:Rt Bearing Leg 2x8 SP SS:
170 mph wind, 16.63 it mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 It from roof edge, RISK CAT 11, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
(b) Continuous lateral restraint equally spaced on member.
(a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun
(0.128"4",min.)nails @ 6" oc.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 8X8 except as noted.
Special loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 3.25
TC: From 37 plf at 3.25 to 37 pH at 4.9494
TC: From 74 pff at 4.94 to 74 plf at 50.12
BC: From 20 pif at 0.00 to 20 plf at 3.28
BC: From 10 plf at 3.28 to 10 plf at 4.94
BC: From 20 plf at 4.94 to 20 plf at 49.52
TC: 157.87 lb Conc. Load at 3.28
BC: -36.58 Ib Conc. Load at 3.28
BC: 771.68 lb Conc. Load at 4.94
In lieu of structural panels use pudins to brace all flat TC @ 24" oc.
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
and installation of trusses. See "WARNING' note below.
�- &3" 5'
13'11-1/16"
10'11-5/18"
10'9-3/16"
+- &2-7/8"
T5
c6 r
T4 II2X4
18(R)
T6
508X10
)
11 W1
'3X4
T3
W13
O
.2 T7 -
- -
-W9
)
W1 - -
-N6X10(SRS)(R)- )
6.5 %V6X10(SRS)(R W
(b)
c _ M1
111�s
T
T
T1 N6 6
W
W13
\\W1__
) W7
b) 20
io
eo
105X8 W3 (oath
W7
W17
b 19
`v
A
�
W W5
W
=8X10
W14
v
1
rn
rto-3ra•
1
B3
I1
_
III H0310 B1
B2
B4
_
a
(R4X12)
B5
I_
I-
501-1/2"
1_ 21'5"
1�--3'-�-1
2&1-1/4"
71T"
R=3076# U=653# W=8"
R=2444# U=575# W=6"
(Rigid Surface)
(Rigid Surface)
DESC. = A28
PLT. TYP: WAVE DESIGN CRIT"FBC2017RESrrPI.2D14 FTe1T"20%(0%p 0(D)
FWRMA
RUALIT'Y' TRUSS
" TEL;'(954)975=3384
FAX; 0549*9980•
3IA N.V4 16th TERRACE
3*DhdPANO Hli/�R:H.�L 3306d,
QTY= 1 TOTAL= 1
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
ullding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
roperly attached dgid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83,
'or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 160A-Z for standard plate positions.
ITW Bulldirg Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss
conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.
A seat on this droving or cover page Will; this drawing, Indicates acceptance of professional engineering responsibill solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANBVTPI 18ee.2
For more Information see this job's general notes page and these web sites:
ITWSCG: www.itwbcg.com; TPI: www.tpinstorg; WrCA: www.sbdridustrycom; ICC: wwwJccsafe.og
REV. 17.02.02A.1213.20
SEQ = 40553
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.OpSf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 500108
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE SPEC
b:(19HSO44) /A29
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W4, W10. W11 2x4 SP #2 N:
:Lt Bearing Leg 2x4 SP #3:
All plates are 6X10 except as noted.
170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left end vertical not exposed to wind pressure.
Right cantilever is exposed to wind
Calculated horizontal deflection is 0.13" due to live load and 0.18" due to dead load.
(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'k2.5",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 16d Box or Gun (0.135"x3.5",min.)naiis @ 6" oc.
In lieu of structural panels use pudins to brace all flat TC @ 24" oc.
Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 31.91 ft. from roof edge.
Provide hanger or special connection at left end of truss for 2135 lbs.
DESC. = A29
PLT. TYP: WAVE
FLORMA
QUALITY TRUSS
TEL:(95Q 475=3384
FAX(950-W84980
3120 NAM: TERRACE
POMPANO MA.CEL, VL 3304
I
N
1
FTmT"20%(0%Y0(0)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Wind loads and reactions based on MWFRS with additional C&C member design.
(c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
WARNING: Fumish 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.
4 S 9/16 1 8'2-9/16" —-- 15'11-5/16"
12
a x t—I
1918-1/161,
45'9-1/2" i ` -i
3-j(Zj_ 6'6" 111! 15'3-112" . - il li — 24'2-1/2"
R=2135# U=248# RL=205/-283#
H=H1
QTY=1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
ullding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
mporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
r or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
3fer to drawings 16OA-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
c Too,ance with ANSIrrPI 1, or for handling, shipping. Installation & bracing of trusses.
Ase , on this drawing or cover page hating this drawing, Indicates acceptance of professional ell ering responalbinty solely for the
islgn shown. The sultabiyty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 18602
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbog.mm; TPI: www.tpimLorg; WTCA: www.sbcindustry.cam; ICC: wwwimafe.org
48'3-1/2"
4X5(Al)
trr
R=2407# U=239# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 41178
SCALE=0.1075
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 480308
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
b:(19HSO44) /A30
Top chord 2x6 SP SS :T1 2x4 SP #2 N:
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
All plates are 2X4 except as noted.
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 4 plf at 0.00 to 4 ph' at 4.50
TC: From 74 plf at 4.50 to 74 pif at 52.79
BC: From 20 plf at 0.00 to 20 plf at 52.79
TC: 534.44 lb Conc. Load at 0.56, 2.56
TC: 1602.13 lb Conc. Load at 4.44
Left end vertical not exposed to wind pressure.
In lieu of structural panels use pur ins to brace all flat TC @ 24" oc.
WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping
and installation of trusses. See "WARNING" note below.
I-- 4'6" 13'8-3/4".i3 1-5/11 10'11-5/16"
12
6.5 p
Iv
1
R=4541# U=770# W=8"
(Rigid Surface)
DESC.= A30
PLT. TYP: WAVE
��11��ev�� s
ORJDA
QUALITY TRUSS
TEL:.(<iS0 97S-3384
FAX: 054} 975-8980
..'3121f r .W W& [ERRACE
20f"AiV0 RPACti';.ft 3304
19'3"
DESIGN CRfr"FBC2017RES"M14
593-1/2"
1,1 T4".i1'+.
52'9-1/2"
BY TRUSS MFR.
Complete Trusses Required
Nail Schedule:0.128"x3", min. nails
Top Chord: I Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
170 mph wind, 16.24 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Right cantilever is exposed to wind
Calculated horizontal deflection is 0.14" due to live load and 0.19" due to dead load.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
19'8-1/16"
T6
Z11-7X6
m
N
2 W1
T7
W16 OS3X5 T
=4X5 A1) r1-3 4
85
2'6�
24'2-1/2"
R=2787# U=632# W=8"
(Rigid Surface)
1 PLIES= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
ling Component Safety Information, by TPI and WTCA) for safety practices pdor to performing these functions. Installers shall provide
wary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
perly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Detalls, unless noted otherwise.
to drawings 16DA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
dormance with ANSIRPI 1, or for handling, shipping, installation 6 bracing of trusses.
A seal on this drawing or cover page listing Me drawing, Indicates accaptenca of professional engineering responsibility solely for the
n shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSUfPI 1 Sec2
For more Information see this job's general notes page and these web sites:
ITWBCG: www.Ilwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: wwwlccsafe.org
REV. 17.02.02A.1213.20
SEQ = 41197
SCALE=0.1250
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 520908
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
b:(19HSO44) /A31
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP 93 :W5, W12, W13 2x4 SP #2 N:
:W6 2x4 SP 91 Dense:
Left and right cantilevers are exposed to wind
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better-r 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 2x8 #3 or better "T" reinforcement. 80 % length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
WARNING: Fumish 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.
12
11�6 1911-5/16"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind,15.95 ft mean hgt. ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK
CAT II, EXP B,
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.
Calculated horizontal deflection is 0.17" due to live load and 0.25" due to dead load.
(c) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or befter —r reinforcement. 80 % length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nai1s @ 6" oc.
In lieu of structural panels use pudins to brace all flat TC @ 24" 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 31.91 ft. from roof edge.
19'8-1/16"
7X6
0
(a)
W8
5 r=i ��43X10
{� 1 593-1/2"
21'9" . V! - T4" _ 11' 24'2-1/2"
55'3-1/2"
R=2605# U=89# RL=349/-350# W=8" R=2605# U=112# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = A31
PLT. TYP: WAVE
QUALITY TRUSS
- - TEL:.(954) 9754384
FA:Y: [954j.9Z$=698Q
3I20 X. W.-16tti"IZ?RRAfiE .
POMPANO S13ACIi;1+L'3`3U64,
DESIGN CRn"FlIC2017RESITPI-2014 FTIRT-to%(e%y a(0)
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to end follow the latest edition of SCSI
(Buildng Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Bulldog Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss
In conformance with ANSVTPI 1, or for handling, shipping, installation 6 bracing of trusses.
A tool on this drawing or aver page Meting this drinvIng, Indicates acceptance of pprofasslonal englneedng responsibility solely for the
design shown. The stdtablilly and List of this drawing for any structure Is the responalblgty of the Build rig Designer per ANSVTPI 1 SeoR.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbdndustry.com; ICC: wwwJ=afe.org
REV. 17.02.02A.1213.20
TC ILL 20.Opsf
TC DL 15.Opsf
BC DL 10.0psf .
BC LL 0.0psf
TOT.LD. 45.
DUR.FAC. 1.2
SPACING 24.0"
SEQ = 41185
SCALE=0.1250
REF
DATE 03-27-2019
DRWG
O/A LEN. 550308
JOB #: 19HS044
TYPE COMN
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP 93 :W1 2x6 SP SS:
:W2, W7, W13. W14 2x4 SP #2 N::W6 2x4 SP #1 Dense:
Right cantilever is exposed to wind
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRI3 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 2x8 #3 or better "T' reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
WARNING: Fumish 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.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 5X6 except as noted.
170 mph w1nd,,15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 It from roof edge, RISK CAT 11, EXP B,
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.
Calculated horizontal deflection is 0.21" due to live load and 0.30" due to dead load.
(c) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better'"r reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
In lieu of structural panels use puffins to brace all gat TC @ 24" 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 31.91 R from roof edge.
f 14'115' ? — 10'11-5/16" 19'8-1/16'
12 U W1 <8,x
/ T6
6.5 —( -- —n07X6 W5 W11 c5 T1 b))m W a) M10X10 B3 1 W12 (C 1 T7
04 (a) W4 v W 16 (a) O
1 rlava� W2
L � =4;
1113X10 B1 B2 84 B5 111416
f 50'3-1/2" 2'6--1
1913" 1 {�— T4" —�1 242-1/2"
t` 52'9-1/2"
R=2347# U=120# RL=318/-335# W=8" R=2625# U=174# W=8"
(Rigid Surface) (Rigid Surface)
DESC. = A32
PLT. TYP: WAVE
FTarT"20%(0%y 0(0)
QTY=1 TOTAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
-
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
. ry�r O» yryti A
i L 1�.L�Jti:
am
temporary bracing per BCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have
. �UA tr • Y TSS•
u
a property attached rigid calling• shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
87 or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
t' /. a V
Refer to drawings 16OA-Z for standard plate positions.
1
ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
LTLt (954� 9%5-3384
TEX:
In nce conformawith ANSMI 1, or for handling, shipping, installation 6 bracing of trusses.
_
(9S4.978 8980
Aseal on title drawing or cover page Oetlng this dmving, Indicates acceptance of professional engineering responsibility wley tortha
3I20 N.W. milli'" pnR n�'
design ahown. The sultablllty and uss afthle drawing for any structure la the mponsibltity of the Building Designer perANSIRPI 1 Seo2.
POf"ANO BEACHi VL 330".
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPi: www.tpinslorg: WTCA: www.sbcindustry.com; ICC: www.fasafe.orn
1
REV. 17.02.02A.1213.20
SEQ = 41204
SCALE=0.1250
TC LL
TC DL
BC OL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 520908
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE COMN
b:(19HSO44) /A33
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
:W2, W7, W13. W14 2x4 SP #2 N::W6 2x4 SP #1 Dense:
Right cantilever is exposed to wind
Calculated horizontal deflection is 0.23" due to live load and 0.33" due to dead load.
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non -concurrent live load.
WARNING: Fumish 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.
f 12'11" 5' �1 43-1/16"1- 1011-5/16"
T ,2
6.5
60
N �
CS
Go
.,;Lyv N
S
f 19'3"
R=2347# U=118# RL=318/-335# W=8"
(Rigid Surface)
DESC. = A33
PLT. TYP: WAVE
QUALYTY TRUSS
TELL (9SQ 973-3384'
' F'AX; X934j.97$=8980
'3120,N .NV. 161131i'LEFtifilCE' .
PONWA11t0 Wi AC H, FL 33064
K
-v
0
ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 5X6 except as noted.
(1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or
zero Positioning Tolerance.
170 mph wind,15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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. ��yy
In lieu of structural panels use puffins to brace all flat TC @ 24" oc.
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 31.91 ft. from roof edge.
19'8-1/16"
7X6
5U3-1/2" 1.1: +d
1'+l_ 7'4" - O { 24'2-1/2"
52'9-1/2"
QTY=1 T0TAL=1
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabdceflng, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
Ilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
iporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
roperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
'er to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
onformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or cover page gating this drawing, Indicates acceptance of professional anginearing responsibility solely for the
lgn shown. The sWtabigty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Sec2.
For more Information see this lob's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WrCA: www.sbdndustry.com; ICC: www.[=afe.org
R=2625# U=168# W=8"
(Rigid Surface)
1
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 41233
SCALE=0.1250
REF
DATE 03-27-2019
DRWG
0/A LEN. 520908
JOB #: 19HSO44
TYPE COMN
Top chord 2x6 SP SS
Bol chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
:W6, W8 2x4 SP #1 Dense::W7, W9, W10, W13, W14 2x4 SP #2 N:
All plates are 4X6 except as noted.
(1)- plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or
zero Positioning Tolerance.
170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B.
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Right cantilever is exposed to wind
Calculated horizontal deflection is 0.23" due to live load and 0.34" due to dead load.
(J) Hanger Support Required, by others
(d) 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.)nals @ 6" oc.
(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better -r reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
In lieu of structural panels use pudins to brace all flat TC @ 24" oc.
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
and installation of trusses. See "WARNING" note below.
Provide hanger or special connection at left end of truss for 2347 lbs.
DESC. = A34
PLT. TYP: WAVE DESIGN
1 tea.
FLORIDA
QUALITY TRUSS
TEL-. (954) 975-3384
FAXc (954)... $980
'3320 N.Wr 16th TERRACE .
PO11 AWO SEA CHr 'PL 33tWA
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 16d Box or Gun (0.135"x3.5",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 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 31.91 ft. from roof edge.
i 10,11" {� 5' 16'3-1/16" 1 1011-5/16"
6.5 12 N10X10(SRS)(R) (d) 0 d) W1 ) - T5
io T W7 �7X6
T1 )
c5 m ;1b)
c�1 W1 =8X10 W12 (B)/1 T6
B3
n 1113yXy.4�jr
8 W16 (d O%5X6
1-12 6"i
50'3-112"
7'4"—'�1'�' 24'2-1/2"
52'9-1/2"
R=2347# U=116# RL=318/-335# R=2625# U=163# W=8"
H = H1 (Rigid Surface)
QTY= 1 TOTAL= 1
'*IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety pradlces prior to performing these functions. Installers shall provide
temporary tracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a properly attached rigid wiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3.
B7 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160XZ for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping. Installation 3 bracing of trusses.
A seal on this drawing or cover page listing this drew! rig, Indicates acceptance of professional anglnsedng responsibility solely for the
design shown. The sultebllity and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIRPI 18sa2
For more information see this job's general notes page and these web sites:
ITWBCG: www.ilwbcg.wm; TPI: www.tpinstorg; WrCA: www.sbcindustry.com; ICC: wwwJc fe.org
REV. 17.02.02A.1213.20
SEQ = 41231
SCALE=0.0984
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 520908
DUR.FAC.
1.25
JOB #: 19FIS044
SPACING
24.0"
TYPE COMN
b:(19HSO44) /A35
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B3 2x4 SP #2 N:
Webs 2x4 SP #3 :W1, W11 2x6 SP SS:
:W14, W17, W18 2x4 SP #2 N:
All plates are 2X4 except as noted.
170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Right cantilever is exposed to wind
Calculated horizontal deflection is 0.21" due to live load and 0.30" due to dead load.
(J) Hanger Support Required, by others
(b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better'r reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
(d) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better -r reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",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 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
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 31.91 ft. from roof edge.
Provide hanger or special connection at left end of truss for 2347 lbs.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Wind loads and reactions based on MWFRS with additional C&C member design.
(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
WARNING: Fumish 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.
X
�-- 8'11" - 1 6' —1— 813-1/16"--{--1011-5/16" 1918-1/16" �{
-� U -u - - — -- ) T5 - -
6.5 2 %6X10(SRS)(R (b) 4 b) W1 b) --"
10
7X6
T1 0 )
N -10X1U
�3X5 W9 W1 —;8X10 W16 (dl)/1 L%,5X6
W5 B4
5X6 a � :W20 (b
T' I,l 4"
IIIEE
8111113X6 B2 B3 a B5 8 1114X6
f 50'3-1 /2" 2 6-
8'3-1/2" --fir} 77 41 T4^ �{1 f 24'2-1/2"
f11
4Xl )
Or
52'9-1/2"
R=2347# U=114# RL=318/-335# R=2625# U=157# W=8"
H = H1 (Rigid Surface)
DESC: = A35 SEQ = 41227
PLT. TYP: WAVE DESIGN CRIT•FlIC2017RESITI'M14F71RT120%(0%yIX0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.0984
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
TC LL 20.Opsf
REF
DATE 03-27-2019
1�rt YS YY�
Qi AJU 1 . li T Oct
Trusses require extreme care In fabricating, handling shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
ord shall have
temTT'wiT1+lfOr1iv3..iJ�ArTT��+ a propel attacheedbracing i igid ceiling. er SCSI. n Locations shown for peless noted otherwise, rmanent lateral chord Ureshave traint of webs shall ha e bracing ctural nstaalled per SCSng and bottom I sections B3,
Refer oS7 or i0 as drawirgs 16DA-2 forrsmplates
ndard plate positions. truss and position as shown above and on the Joint Details, unless noted otherwise.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping,installation&bradn of trusses.
Aseal on this dnwing or cover page hating this drawlrg. Indicates acceptance of professional engineering responsibility coley for the
design shown. The aWhbiYty end use of this dmvdrtg for my structure Is the responsibility of the Bullding Designer perANSVtPI 1 Seo2
For more Information see this Job's general notes page and these web sites:
ITVVBCG:www.itwbcg.com;TPl:www.tpinsLorg;WrCA:www.sbdnduslry.com;[CC:wwwJ=afe.org _
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 45.0 Sf
P
DRWG
..
O/A LEN. 52osoa
(954i 975-3384g
'.FAX, (954) 978-8980
♦V.1Gt}i'„� �:
3120 PUMYANO S60i Ei E?E 331164
e
DLIR. FAC. 1.25
JOB #: 19HSO44
SPACING 24.0"
ITYPE COMN
JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B4 2x4 SP #2 N:
Webs 2x4 SP #3 :W1 2x6 SP SS:
:W3, W17 2x4 SP #2 N:
(J) Hanger Support Required, by others
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
and installation of trusses. See "WARNING" note below.
Provide hanger or special connection at left end of truss for 2367 lbs.
All plates are 2X4 except as noted.
170 mph wind,16.58 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 16.58 ft. from roof edge.
—6'11" 5' 1011" 11'3-1/2" } 17'
50'3-1/2"
i 8'3-1/2" — i 1. {- T7" {� 4'6-1/2" --+ 1 '�-- 3' --+1' i► 23'10-1/2"
R=2367# U=149# RL=301/-301#
H=H1
DESC. = A36
PLT. TYP: WAVE
M0R MA
QUALWY TRUSS
1
TEI i (954) 975-3384
'FAX: (954).979.8980
'3IT.0.N %V.-16d TERRACE
OMPAIVO REACH PL 3304
DESIGN CRR"FBC2017RESMI-2014 FTIRT-2D%(0%JI 0)
1 TOTAL= 1
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bmang per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
e property ettaChad rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.
Aseal on this drawing or cover page gating this darning, Indicates acceptance of professional engineering responsibility solely for the
design shown. The suitability and use of this drawing for any structure Is the responsibility of the Bugding Designer per ANSVTPI 1 Se¢2.
For more Information sea this job's general notes pegs and these web sites:
ITWBCG: www.itwbcg.00m; TPI: www.tpinstorg; WrCA: www.sbciMustry.com; ICC: wwwJ=afe.org
R=2366# U=157# W=8"
(Rigid Surface)
SEQ = 41326
REV. 17.02.02A.1213.20
SCALE=0.1667
TC LL 20.Opsf
REF
TC DL 15.0psf
DATE 03-27-2019
BC DL 1 MOO
DRWG
BC LL
O.Opsf
TOT.LD.
45.Opsf
O/A LEN. 500308
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
b:(19HSO44) /A37
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B3, B5, B6 2x4 SP #2 N:
Webs 2x4 SP 93 :W1, W18 2x6 SP SS:
:W2, W4, W5, W17 2x4 SP #2 N:
Calculated horizontal deflection is 0.11" due to live load and 0.15" due to dead load.
(a) Continuous lateral restraint equally spaced on member.
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 16.04 ft. from roof edge.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 16.04 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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. /}
(J) Hanger Support Required, by others
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
and installation of trusses. See "WARNING" note below.
Provide hanger or special connection at right end of truss for 2366 lbs.
�— 411" 1 5' 1011" 15'3-1/2"
W10
6.5
mo�u(ana)(rc
=6
Tt
W11
W (a)
JW7
0 5X6
rb
w2 =8X10
i 2
ws = ws
013X10
B1
B3 84
'r
50'3-1/2"
I— 8'3-1/2" 1 1. }T7" — I 5'6-1/2" 1 3' 1 5.1"
R=2367# U=180# RL=264/-264# W=8"
(Rigid Surface)
DESC. = A37
PLT. TYP: WAVE DESIGN CRIT"FBC2DI7RES1rPI-20l4 FT/RT-20%(0%y0(0) QTY= 1 TOTAL= 1
FLORMA
RUA 217Y TRUSS
TELt (9S4) 975-3354
FAX.(954).978.3980
3120 ,N.W. 160 TERRACE .
POMiXNO MACH, FL 3J064,
15'
0 W1 W10 �7X6
W1
W13
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of Best
uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
xoperty attached rigid ceiling. locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections B3,
' or B10, as appricable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
.far to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Aseal on this drawing or aver page gating this drawing, Indicates acceptance of professional englnsedng responsibility solely for the
sign shown. The suitability and use of title drawing for arty structure Is the rsaponsiblgy of the Building Designer per ANSMI 1 Sec.2.
For more Information see this Job's general notes page and these web ages:
rf WBCG: www.itwbeg.am; TPI: www.tpinstorg; WTCk www.sbdndustry.com; ICC: wwwJc ssfe.org
16' 11�
29-1/2"
R=2366# U=155#
H=H1
REV. 17.02.02A.1213.20
SEQ = 41332
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
0.0psf
45.0psf
REF
DATE 03-27-2019
DRWG
O/A LEN. 500308
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-TYPE COMN
Top chord 2x6 SP SS
Bot chord 2x6 SP SS :B3, B5, B6 2x4 SP #2 N:
Webs 2x4 SP #3 :W1, W15 2x6 SP SS:
:W5 2x4 SP #2 N::W6 2x4 SP #1 Dense:
All plates are 2X4 except as noted.
170 mph wind, 15.50 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B.
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/360 live and U240 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.
�-2'11"+1 5' 1 1011"
6.5 F,;;- T2
(a)
50'3-1/2"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
;omplete Trusses Required,,
Nail Schedule:0.128"x3", min. nails
Top Chord:1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
In each row to avoid splitting.
Special loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 2.92
TC: From 37 plf at 2.92 to 37 plf at 4.94
TC: From 74 plf at 4.94 to 74 plf at 50.29
BC: From 20 plf at 0.00 to 20 plf at 2.95
BC: From 10 plf at 2.95 to 10 plf at 4.94
BC: From 20 plf at 4.94 to 20 plf at 50.29
TC:121.84 lb Conc. Load at 2.95
BC: -68.71 lb Conc. Load at 2.95
BC: 570.30 lb Conc. Load at 4.94
Provide hanger or special connection at right end of truss for 2418 Ibs
19'3-1/2"
{�-- 9'3-1/2" 77 66-1/2" 3' 61"
R=2844# U=638# W=8"
(Rigid Surface)
DESC.= A38
PLT. TYP: WAVE DESIGN CRn•F8C7017RESlrP42D14FTIRTIM(G%v0(o) QTY= 1 PLIES= 2 TOTAL= 2
'IMPORTANT•• FURNISH FHIVBAAWIN127FZ CONTRACTORS INOLUDINO TWi INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
Z,+LQ
J1� A
temporary bracing per SCSI. Unless noted othrMse, top chord shall have property attached structural sheathing and bottom chord shall have
RUAL'r1rA r mar YT
TRUSS
a properly atterhed dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
1�
Refer to drawings 160MZ for standard plate positions.
ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
_
CLI.; ('$54} 975-3384
In conformance with ANSMI 1, or for handling, shipping, Installation 8 bracing of trusses.
FAX. (95Q 97S-3394
.E
A sand on this drawing or cover page gating this drawing, Indicates acceptance of professlonsl engineering responsibility solely fr tho
design shown. The suitability and use of this drawingfor any structure lathe responsibility oftheBuilding DWgnerperANSMI18s*2.
3t20X;(9099-wo
'CJ11d'Y.ANfl SEACHi :1FL 33t)6a.
(TWBCG. www Itwb Information.m TPI: ww this
InsLor ; WTCA:'s general owww sbdnd�thes om; IC tea:
rg. iP g try.cam; ICC: ww.ieesafe.org
13'
a 3X4
53X6
5
16' 1'
I 2'9-1/2" I
R=2418# U=545#
H'= H1
REV. 17.02.02A.1213.20
SEQ = 41351
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
0.0psf
45.0paf
REF
DATE 03-27-2019
DRWG
O/A LEN. 500308
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
b:(19HSO44) /A39
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #1 Dense :81, B4 2x4 SP #2 N:
Webs 2x4 SP #3 :W1 2x6 SP SS:
:W2, W11 2x4 SP #2 N:
Filler 2x4 SP- #2 N
Calculated horizontal deflection is 0.12" due to five load and 0.16" due to dead load.
(a) Continuous lateral restraint equally spaced on member. Or lx4 #3SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails Q 6" oc.
Deflection meets 1-/360 live and 1-/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 left end of truss for 2131 lbs.
%X
1 12
6.5
T1
05X6 W
TW
JOB DESIGNER
Al plates are 2X4 except as noted. -
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT Il, EXP B,
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.
(J) Hanger Support Required, by others
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc.
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
and installation of trusses. See "WARNING" note below.
Provide hanger or special connection at right end of truss for 2131 lbs.
23'3-1/2" 1 i 11' �{
i 11'10-1/2" 66-1/2" — -1- V �1 511. i 19'9-112"
463-1 /2"
3-3-1/2- 1 1 ! �— T7"
16'
R=2131# U=201# RL=189/-189#
H=H1
CIESC. = A39
PLT. TYP: WAVE DESIGN CRIT"F6C2017RESNPF2014
,i; irQil.LiJA,
TRXM
" T1131—d(954) 97S-3384
FAX; 054j.97B-8980
3120 N.W. (6th TERRACE
VIDNIP"O WACH+ VL 33064,
1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
ilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
ropery attached per
caaI. Nng.nless Locations shown for perrman top chord
lateral resshall have Ueinte fo webs shalll have bracing installed per SCSI sections structural sheathing and bottom chord shall have
or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
'or to drawings 160XZ for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
.7;,tance with ANSVTPI 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
Ign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSVIPI 1 Sec2
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbog.com: TPI: www.lpinstorg; WTCA: www.sbcindustry.mm; ICC: www.leesafe.org
(a) �3X4
"X6
6X1
1i
29-1/2"
f�-l�
R=2131# U=201#
H=H2
REV. 17.02.02A.1213.20
SEQ = 41405
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 450308
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
b:(19HSO44) / A40
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N :T1 2x4 SP SS:
All plates are 2X4 except as noted.
:T3, T4 2x4 SP #1 Dense:
Bot chord 2x4 SP #1 Dense :B1, B4 2x4 SP #2 N:
170 mph wind,15.06 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
Webs 2x4 SP #3 :W1 2x6 SP SS:
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
:W2, W13 2x4 SP #2 N::M3 2x4 SP SS:
Filler 2x4 SP #2 N
Wind loads and reactions based on MWFRS with additional C&C member design.
Calculated horizontal deflection is 0.13" due to live load and 0.18" due to dead load. ro
(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'r reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min Jnails @ 6" oc.
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 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.
Calculated vertical deflection is 0.18" due to live load and 0.99" due to dead load at X =17-3-4.
•" Page overflow in note placement. (RdNot)
11'41/2^ —+ 1/T" 22's v2" 9' --{
6:5
015 6(11 Rj� T3 T4
T1
=
= X8 VY62
T
3X4 (a)
W9 W (aIYU T5
W9 W6X10 �3X�5X6
g
o5X6
W5A��
1
i
T
11�4, W1 1.
M3 — — W1
c
B3
1
�I3X6(R)=6X10
1117X6(R) =H0310 B2 =3X4 (R)
5'6-1/2" 3'M3X8 B4
O
�— . 5'1"
61
B2
t
4&3-1/2"
31.I"1�T7"1V_ I
R=2131# U=2709 RL=196/-195# W=8" R=2131# U=317#
(RigidSurface) H = H1
DESC. = A40
PLT. TYP: WAVE DESIGN CRIT-F0c2017RES"lP 2014n1RT-2a%(0%Y0() QTY= 1 TOTAL= 1
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabdcating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
�Crrf �1t� ynr'tiA
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
etr[�YT
¢
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
87 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, uniess noted otherwise.
1TY :V ►SS
Refer to drawings 160A-Z for standard plate positions.
_
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
-
TL'rY>:. (� Q75-9384
In eonlormance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
_.,
FAX. '(93 .978=8980.
A seal on this dmwing or cover paps listing this drawing, Indicates acceptance, of professional engineering responsibility solely for the
3,12 WS 169i TERRACE
dealgn shown. The sultablUty and use of this drawing for any strucNn Is the responsibility of the Building Designer per ANSVTPI 7 esa2.
OO rPAN10 PUACUi rt°IL 1' 064.
For more information sea this job's general notes page and these web sites:
ITWBCG: www.itwbcg.00m; TPI: www.tpinstorg; WTCA: wwwsbdndustry.com; ICC: www.imafe.org
REV. 17.02.02A.1213.20
SEQ = 41407
SCALE=0.0850
TC LL
TC DL
BC DL
BC ILL
TOT.LD.
20..Opsf
15.Opsf
10.OpSf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 460308
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE CORN
b:(19HSO44) /A41
Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense:
:T4, T5 2x4 SP SS:
Bot chord 2x4 SP #2 N :B2, B3 2x4 SP #1 Dense:
Webs 2x4 SP #3 :W2, W14 2x4 SP #2 N:
Filler 2x4 SP #2 N
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 15.00 ft mean hilt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B.
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. $$
Left cantilever is exposed to wind f
Calculated horizontal deflection is 0.15" due to live load and 0.22" due to dead load.
(J) Hanger Support Required, by others
(b) Continuous lateral restraint equally spaced on member. Or 1 x4 #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 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 rive and U240 total load. Creep increase factor for dead load is 2.00.
— Page overflow in note placement. (RdNot)
�— 13'10-1/2" —a 1/ 22'6-1/2" +i T ----{
12 6.5 =5X6
=T3
T2 WE 8X70(SRS) T4
_ W4 (a) W8W1 �I T1 �3X4
c5 �i6X8 W5 7 W9 W8 WE
aD _,,.,�.....�1
=3X6-6XII0 B2 -H0310 EaM =H03110 B4 11113ANR
_,1W4-1/2"—�561/2 3' ++5'B3+ 19'91/2"vvi3W,14
81
r 6"i 463-1/2"
DESC. =Vj8# U=245# RL=227/-210# W=8"
PLT. I Surface) DESIGN CRIT-Fil
FLOItYUA
QUALITY TRUSS
TL+Lt (954)'974-3384
PAX: (954) 975-8980-
°3120NN* f6fiiTERRACE
VIDAIPANO DEA CR,.VL830"
16' 1'1
4T9-1/2"
R=2103# U=253#
TmT-20VOWO(e) Qfl -= 1 TOTAL= 1
"IMPORTANT'* FURNISH THIS DRAWINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses requlre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
eliding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have
xoperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
or at 0. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
fifer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses.
AuN on this drawing or cover page listing We drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the BulldIng Designer perANSIRPI 1 Beo.2.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: wwvvJpinsLorg; WTCA: www.sbdrdusby.com; ICC: www.iccsafe.org
REV. 17.02.02A.1213.20
SEQ = 41409
SCALE=0.0806
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 470908
DUR.FAC.
1625
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
b:(19HSO44) /A42
Top chord 2x4 SP #2 N :T3, T4 2x4 SP #1 Dense:
Bot chord 2x4 SP #2 N 33, 84 2x6 SP SS:
Webs 2x4 SP #3 :W2 2x4 SP #2 N:
06 2x4 SP #1 Dense:
Filler 2x4 SP #2 N
All plates are 2X4 except as noted
Special loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 25.31
TC: From 37 plf at 25.31 to 37 plf at 42.79
TC: From 74 plf at 42.79 to 74 plf at 47.79
BC: From 20 plf at 0.00 to 20 plf at 25.31
BC: From 10 plf at 25.31 to 10 plf at 42.76
BC: From 20 pif at 42.76 to 20 plf at 47.79
TC: 131.43 lb Conc. Load at 26.73
TC: 141.55 lb Conc. Load at 28.73,30.73.32.73,34.73
36.73,38.73,40.73
TC: 358.79 lb Conc. Load at 42.76
BC: 51.50 lb Conc. Load at 26.73
BC: 55.18lb Conc. Load at 28.73,30.73,32.73,34.73
36.73,38.73,40.73
BC: 148.28 lb Conc. Load at 42.76
PLB: 1403.55lb Conc. Load at (25.31,11.12)
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 B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Calculated horizontal deflection is 0.21" due to live load and 0.28" due to dead load.
Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc.
WARNING: Fumish 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.
DESC. = A42
PLT. TYP: WAVE DESIGN
I
F.LOItibA
QUALIFY TRUSS
TEL: i954) 975-3384
F,AX. (954) 06m8980
3I20 N.W. 164s TERRAIN PO INWANO REA M, .PL 33ill".
io
d
ao
1
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
2 Complete Trusses Required
Nail Schedule:0.128"4", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" D.C.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Wind loads and reactions based on MWFRS
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
Provide hanger or special connection at right end of truss for 3755 lbs.
I- 1310-1/2" . 1 - 6'4-1/2" } 22'6.1/2"
5' --1
1'�44X6
5T
22'11" - 5.1" 19'9-1/2" -vim �{
2'6"
45'3-1/2°
18111" �1 {
I- T
R=3395# U=980# W=8"
(Rig16C')PLIES= 2 TOTAL= 2
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme =a In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
uliding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
rro. .attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
for to drawings 16OA-Z for standard plate positions.
nVlf Bulldog Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
Aseel on thla drawing or cover page letirtg this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Bullding Designer per ANSV1Pl 1 Sea2.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbdndustry.mm; ICC: www1ocsafe.org
47'9-1/2"
16'
REV. 17.02.02A.1213.20
SgCj_05j1q'1V56#
S ALft=0.1087
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
1 O.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 470908
DURYAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
b:(19HSO44) /A43
Top chord 2x4 SP #2 N :T1 2x4 SP SS:
:T4, T5 2x4 SP #1 Dense:
Bot chord 2x4 SP #2 N :134, B5 2x4 SP #1 Dense:
Webs 2x4 SP #3 :W1 2x6 SP SS:
Right cantilever is exposed to wind
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non -concurrent live load.
WARNING: Fumish 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.
Provide hanger or special connection at left end of truss for 2111 lbs.
04X1
T
1'10-314-
)
1T2-1/16" i10,11-5116"
12
6.5
(a)
r 16'5"
R=2111# U=124# RL=315/-332#
H=H1
DESC. = A43
PLT. TYP: WAVE
FLORIDA
QUTA IATY TRUSS
" TELi (9-50 975-3384
Ax; (354) 978-8980
3120 N.'-V. Wt2i 2ERRAG.E
O-OWANO AEACFlr @L 33064.
DESIGN GRIT"FBC2017RESliM014
W1
45'3-1/2"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 3X5 except as noted.
170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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. Err.
rt f
(J) Hanger Support Required, by others
In lieu of structural panels use purfins to brace all flat TC Q 24" oc. x
Deflection meets L/360 live and 1-/240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 31.91 ft. from roof edge.
(a)
1-h-- T —41, f 26'4-7/16"
4T9-7/16" —
QTY= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uilding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shag provide
nporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord Shall have
xoperly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI Sections 133,
' or Bl0, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
rfer to drawings 16DA•Z for standard plate positions. .
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.
A east on this drawing or cover page listing this drawing, Indicates acceptance of profsssionel ongineering responsibility coley for the
sign shown. The suitability and use o1MIs drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sec.2.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdrdustry.com; [CC: wwwJccsafe.org
19'8-1/16"
a 5X6
T5
W3 (a) Z�!4X6
W 3X�B2)
&12'
B5 1113X4
2'6"
R=2390# U=128# W=B"
(Rigid Surface)
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.0psf
BC DL
10.0psf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40222
SCALE=0.1667
REF
DATE 03-27-2019
DRWG
O/A LEN. 470907
JOB #: 19HSO44
TYPE HIPS
Top chord 2x4 SP #1 Dense :T2, T3 2x4 SP #2 N:
Bot chord 2x4 SP #2 N :B4, B5 2x4 SP #1 Dense:
Webs 2x4 SP #3
Left and right cantilevers are exposed to wind
(a) Continuous lateral restraint equally spaced on member.
Truss passed check for 20 psf additional bottom chord live load in areas with 42'-high x 24%%vide clearance.
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 31.91 ft. from roof edge.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 5X6 except as noted.
170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpl(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
In lieu of structural panels use pudins to brace all flat TC @ 24" oc. "
Bottom chord checked for 10.00 psf non -concurrent live load. rt
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.
19'8-1/16" 110'11-5/16" 119'8-1/16"
2'6" 1 45'3-1/Z' 1 2'6"
18,11" 1, 3' 1'
R=2469# U=126# RL=348/-348# W=8"
(Rigid Surface)
50'3-7/16"
DESC. = A44
PLT. TYP: WAVE DESIGN CRIT-FBC2017RESrrP42014FTIRT-20%(0%ye(0) QTY= 4 TOTAL= 4
•'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAW NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
. Ys. y yam'
FCxOYtDA'
,F Y Y
QU44LIU Y MUSS
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3.
B7 or
Refer to drawinas gs 16OA Z forrstandard plate positionslates to each face ( buss and position as shown above and on the Joint Details, unless noted otherwise.
ITW Building Components Group Inc. shall not be responsible for any dwiation from this drawing, any follure to build the truss
_
in corfornance with ANSI/TPI 1, or for handling, shipping, installation 8 bracing of trusses.
Aseal on this drawing or cover pegs listing this drawing, Indicates acceptance of profeselonet englnsedng responsldOly solely for the
design shown. The sultadOly, and tam ofthis drawing for any structure is the responslbillty ofthe Bulld)ng Designer par ANSIrrPI 1 S90.2.
For more Information see thisjob's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbdndustry.com; ICC: www.itxsafe.org
TiL;,(9S4)'975-338�
FARc'(95_ 91'8-3384
'3i?A X,-joV. 16t01E[ R30 ,
$OMPANV. $6thT 1' R 33R64,
r
26'4-7/16"
R=2515# U=126# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40214
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
0/A LEN. 500307
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPS
Top chord 2x4 SP #1 Dense :T3 2x4 SP #2 N:
Bot chord 2x4 SP SS :B1, B4 2x4 SP #1 Dense:
Webs 2x4 SP #3
Left and right cantilevers are exposed to wind
(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better'"T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",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 Iliad.
WARNING: Fumish 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.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.95 ft mean hgt, ASCE -7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind toads 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.
(c) Continuous lateral restraint equally spaced on member. Or 2x6 93 or better -r reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24%%vide clearance.
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 31.91 ft. from roof edge.
1918-1/16" i 10"11-5/16"
12
6.5 L,�- 0
T1
g5X6 (a)
=3XJB2I W1
6 12
1113X4 ZY \ J \J
{ 2'6" } 463-1/2"
50'3-7/16"
R=2635# U=126# RL=348/-348# W=8"
(Rigid Surface)
DESC. = A45
PLT. TYP: WAVE
FLORMA'
QUAUITY TRUSS
TELt(9-'Q 975-3384'
i?i1Xc (934) 9Z6-S980
3120 N.'%V.-16th'TERRACE .
POMPANO REACH, .PL 330".
DESIGN CRIT-FBC2017RESRP43114
QTY= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
ilding Component Safety Information, by TPI and WTCA) for safety practices priorto performing these functions. Installers shall provide
Iporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
ropedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
or B1I as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
sr to drawings 16OA•Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
onformance with ANSI/rlol 1, or for handling, shipping, Installation & bracing of trusses.
A reel on this drawing or cover page listing this dmving, Indicates acceptance of professional enginsedng responsibility solely for the
Ign shown. Tho sultabigty and use of this drawing far any structure Is the responsibility ofthe BulldIng Designer perANSIRPI 1 Sea2.
For more information see this Job's general notes page and these web sites:
ITWBCG: wwwJMbcg.mm; TPI: www.tpinstarg; WTCA: www.sbdndLtstry.com; ICC: www1=afs.org
19'8-1/16"
@ 5X6
(b) W
T1
rW3(a) '5X6
3X5(B2)
1113X4
—+" 2'6" —�
R=2631# U=126# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40170
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0PSf
O.OPSf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 500307
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPS
..t I anoww) I Nvo
Top chord 2x4 SP #2 N :T1, T2 2x4 SP #1 Dense:
Bol chord 2x4 SP #2 N 23 2x4 SP SS:
:134 2x4 SP #1 Dense:
Webs 2x4 SP #3 :W15 2x4 SP #2 N:
Left cantilever is exposed to wind
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
In lieu of structural panels use puffins to brace all flat TC @ 24" Go.
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
and installation of trusses. See "WARNING" note below.
a
19'8-1/16"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 5X6 except as noted.
170 mph wind,15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B.
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.
(J) Hanger Support Required, by others
(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better —r reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)naits @ 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 five and L/240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 15.95 ft. from roof edge. )
Provide hanger or special connection at right end of truss for 2309 lbs.
10,11-5/16" 1 17'2-1/16"
�- 2'6" 1 45'3-1/2" I
21's" 11 12'8^ i 11 1- 117-7/16"
4T9-7/16"
R=2549# U=128# RL=332/-315# W=8" R=2309# U=127#
(Rigid Surface) H = H1
DESC. = A46
PLT. TYP: WAVE
FLORMA
QUALITY TRUSS
TEL: (954) 975=3384
FAX. (054).9*8980
:3120 N NY. (6t1i TERRACE
POMPANO MACH. PL 330".
DESIGN CRn"F8C2017RESRPI-2014 FTIRT-20%(0wv q01
QTY= 3 TOTAL= 3
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabdcabng, handling, shipping, Instating and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
87 or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate posi0om.
ITw Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVWI 1. or for handling, shipping, Installation 6 bracing of trusses.
Aortal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility coley for the
design shown. The suitability and use of this drawing for any structure Is the raaponalblOty of the Bullding Designer per ANSVTPI 1 Sea2.
For more Information see this Job's general notes page and these web sites:
ITWBCG:www.itwbcg.com:TPI:www.tpinstorg;WTCA: www.sbdndustry.com; ICC: www.lr fe.org
REV. 17.02.02A.1213.20
SEQ = 40183
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 470907
DUR.FAC.
1.25
JO13#:'19HS044
SPACING
24.0"
1 -TYPE HIPS
b:(19HSO44) /A47
Top chord 2x4 SP #1 Dense .T3, T5 2x4 SP #2 N:
.T4 2x4 SP SS:
Bot chord 2x4 SP #1 Dense :B2 2x4 SP SS:
Webs 2x4 SP #3
I - 19'8-1/16" - I - 10'11-5116" --1 1T2-1/16'
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails Q 6" oc.
(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T' reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
(c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "r reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"4.5",min.)nails @ 6" oc.
In lieu of structural panels use pudins to brace all flat TC @ 24" 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.
""" Page overflow in note placement. (RdNot)
—`r C6
6.5 p.—; -- T4
T 12Kl\
m
oW5
T5T1
(by1/ �5X6o5X6
!1-�1�5X6
(a) W W2444�3XM5,2B,2)
1'10-3r4-
1113X4
., — — B2 (RF
=H0310 gg
6"
45'3-1 /2" _I
4T9-7/16" _t
R=2659# U=128# RL=332/-315# W=8" R=2372# U=127#
(Rigid Surface)
H = H1
DESC. = A47
SEQ = 40181
PLT. TYP: WAVE
DESIGN CWT-FBCAI7RESRPF3114Fr1RT-2D%(0%v0(a) QTY= 2 TOTAL= 2
REV. 17.02.02A.1213.20
SCALE=0.0806
ieWARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING]
TC LL
20.Opsf
REF
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DATE 03-27-2019
,,n�
Trusses require extreme care in fabricating, handling, shipping, Instating and bracing. Refer to and follow the latest edition of BCSI
TC DL 15.Opsf
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to perrorMng these functions. Installers shag provide
DRWG
]v LORMA
Unlessave ctural sheathingand bottom chord shall have10.0psf
tions otherwise,
hown for permanernt shall
ed per
of have stalled
BC DL
Ti TRUSS
aeproperrty attachrary
ceiting.nl l restraint webs shall bracing per BCSI sections B33,
or B10, as to each face f truss and position as shown above and on the Joint Details, unless noted otherwise.
sittanda
O.Opsf
gvJ
Refer to drawinE17
gs 16OA--Z for d plate positions.lates
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSIrfPI 1, or for handling, shipping, Installation & bracing of trusses.
BC LL
TOT.LD,
45.0 Sf
p
i —
O/A LEN. 470907
TELt (954) 975=3384
PAX.(954).978-8980
Aeed on title drawing or cover page listing this drawing. Indicates acceptance of profewlond stigInaedng responsidUty solely for the
dsalg n shown. The sultiblitty, and use of this d niming for stry structure Is the mponsibi Illy of the Building Designer per ANStrrPI 1 Sso.2.
DUR.FAC.
1.25
JOB#:19HSO44
:3I20 N %V 1611i TBRRACE* •
PID ANO.MACFii.PL33064.
For more information see this Job's general notes page and these web sites:
ITWBCG:www.itwbcg.com:TPl:www.tpinstorg;WTCA:www.sbcindustry.com:ICC:wwwJccsafe.org
SPACING
24.0"
ITYPE HIPS
Top chord 2x4 SP #1 Dense :T4, T5 2x4 SP #2 N:
Bof chord 2x4 SP #1 Dense
Webs 2x4 SP #3 :W7, W12 2x4 SP #2 N:
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
In lieu of structural panels use pudins to brace all flat TC @ 24" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
WARNING: Fumish 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.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Al plates are 2X4 except as noted. _-
170 mph wind, 15.95 ft mean hgt. ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT lit, EXP B,
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.
(a) Continuous lateral restraint equally spaced on member.
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.
MWFRS loads based on trusses located at least 15.95 ft. from roof edge.
Provide hanger or special connection at right end of truss for 2291 lbs.
1918-1116" i'10'11-5/16"
1 T2-1 /16"
r 23'4-1/16" i11 } - 8'11-7/8" 1 1.+ 13'5-9/16"
{- 4T9-7/16"
R=2600# U=128# RL=332/-315# W=8"
(Rigid Surface)
DESC. = A48
PLT. TYP: WAVE DESIGN
TL®RMA
QUALITY TRUSS
TJ?dz (954) 47S=3384
FAX.(954)978-8980
3320-N W. 1611i TLKRAEIE .
BQMPANO BUACHi FL 330".
QTY= 3 TOTAL= 3
"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
Wilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
npomry bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
xoperiy attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
'Or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Ifer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of lasses.
Audi on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
algid shown. Ths suitability and use of this drawing for any structure Is the responsibility ofthe Building Designer perANSI/TPI 1 Sao.2.
For more Information see this job's general notes page and these web sides:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdrdustry.com; ICC: wwwJccssfe.org
R=2291# U=127#
H=H1
REV. 17.02.02A.1213.20
SEQ = 40200
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.OpSf
15.0PSf
10.0PSf
O.OPSf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 470907
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPS
b:(19HSO44) /A49
Top chord 2x4 SP #2 N .T1, T2 2x4 SP #1 Dense:
Bot chord 2x4 SP #2 N :B1 2x4 SP #1 Dense:
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
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 15.91 ft. from roof edge.
!E23X5�E
8-12'
19'6"
12
6.5 �:;;- o
1-1
B1 1114JCtl(K)=:17Cb 62 =OA14
103X4
2'6" 1 463-1/2"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 15.91 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
WARNING: Fumish 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.
Provide hanger or special connection at right end of truss for 2111 lbs.
28'3-1/2"
TW5,—=6X8
�. R7
23'4-1/16" 11 8'11-7/8" - i 1. } 13'5-9/16" �{
`v
i
4T9-7/16"
R=2390# U=253# RL=237/-105# W=8" R=2111# U=450#
(Rigid Surface) H = H1
DESC.= A49
PLT. TYP: WAVE
TT FLORMA
IATY TRUSS
TELf (954) 9?5=3384
FAX, (934).979.8980
BIDT"A' V0 AHACllp PL 3306(.
DESIGN GRIT"FBC2017RESRPI-2D14 FTIRT"2D%(0%y0(0)
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme are In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
u)Idng Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
mporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheaW ng and bottom chord shall have
properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 133,
r or B10, as applicable. Apply plates to each few of truss and position as shown above and on the Joint Details, unless noted otherwise.
aferto drawings 16OA-Z for standard plate positions.
RW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Atest on this drawing or aver page bating this dmving. Indicates acceptance of profesdonsl engineering responsl6ltity solely for the
reign shown. The sultebl0ty and use of this drawing for arty structure Is the responsibility of the Bulld)rg DssIgner perANSVTPI 1 Sso.2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: wwwJpinstorg; WTCA: www.sbdndustry.am; ]CC: www.1ccsafe.og
REV. 17.02.02A.1213.20
SEQ = 40255
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 470907
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPM
Ib:(19HSO44) /A50
Top chord 2x4 SP #2 N :T1, T2 2x4 SP #1 Dense:
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/360 live and 1-/240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 15.37 ft. from roof edge.
12
6.5
2'6"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 15.37 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B.
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. )1
Right end vertical not exposed to wind pressure. 0
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
and installation of trusses. See 'WARNING" note below.
Provide hanger or special connection at right end of truss for 2111 lbs.
1T6" 130'3-1/2"
R=2390# U=248# RL=210/-95# W=8"
(Rigid Surface)
DESC. = A50
PLT.TYP: WAVE DESIGN CRIT•F13C2017REWPl2014
I 1AFA I 6W/FI
(a)
B2 U
453-1/2"
23'4-1/16" 11 }- 8'11-7/8" i 1 - 13'5-9/16" �{
4T9-7/16"
1 TOTAL= 1
"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
Y,rp �ryyrjy7l w
JA��r
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
.l LOILU
c
�UVJ
a properly attached rigid miring. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
B7 or BID, as applicable. platesWas and position as shown above and on the Joint Details, Details, unoted otherwise.
Apply
i
if
Rater to drawings standard plate positions.
gs 160A-2
-
-'
❑W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
- _
iL.i:t (954j975�3384
in conformance with ANSVTPI 1, or for handling. shipping, Installation & bracing of trusses.
Ft1L: (954).978.8980
A seal on this dmving or cove page rating this drawing, Indicates acceptance of professional engineering responsibility solely for the
3:[20 PT.W lrSli "iSR1tACE
NVW TERRACE
design shown. The suitability end use of thle drawing for any structure Is the respondbitity, of the Building Designer perANSIrTPI 1 aea2.
1'OM0I PI.
i
For more informatlon see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstog; WTCk www.sbdridustry.com; ICC: wwwJccsafe.og
W5�
R=2111# U=434#
H=H1
REV. 17.02.02A.1213.20
SEQ = 40266
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD. '
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 470907
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE HIPM
Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense:
Bot chord 2x4 SP #2 N
Webs 2x4 SP 93
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nals @ 6" oc.
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
and installation of trusses. See "WARNING" note below.
r 15'6"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 5X8 except as noted.
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 3
Wind loads and reactions based on MWFRS with additional C&C member design.
Right end vertical not exposed to wind pressure.
(b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5%min.)naiis @ 6" oc.
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 R from roof edge.
Provide hanger or special connection at right end of truss for 2111 lbs.
32'3-1/2"
2'6" 1 45'3-1/2" 1
R=2390# U=244# RL=185/-85# W=8"
(Rigid Surface)
DESC. = A51
PLT. TYP: WAVE
XWRMA,
QVTTt>LLW1 TRUSS
TEL:.(95Q 475=3384
FAX: (9543.978 8980
3120 N.W16I10ERRACE
EOb1>'APTU "AcnH PL 33064.
DESIGN
23'4-1/16" i
1. �--8'11-7/8" - 1 1 i 13'5-9/16" +{
4T9-7/16"
1 TOTAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI
ulldirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
3roperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
' or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
'for to drawings 16OA•Z for standard plate positions.
nW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSIRPI 1, or for handling, shipping, Installation & bracing of lasses.
Aseal on this drawing or cover page lsting this drawing, Indicates acceptance of profeeelonel engineering reeponatbilty solely for rho
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPi 1 Sea2
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPI: www.tpinstog; WTCA: wwwsbdndustny.com; ICC: wwwJccsafe.og
R=2111# U=421#
H=H1
REV. 17.02.02A.1213.20
SEQ = 40264
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10.0psf
10.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 470907
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPM
iD:(7e115U44) rAOZ
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3 09 2x4 SP #2 N:
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
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
and installation of trusses. See "WARNING" note below.
f 13'6"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 13.00 ft from roof edge, RISK CAT ll, EXP B,
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.
Right end vertical not exposed to wind pressure.
(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 2x8 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. r
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 7.50 ft. from roof edge.
Provide hanger or special connection at right end of truss for 2103 lbs. f
34'3-1/2"
2'6" I U 45'3.1/2" U
R=239B# U=474# RL=241/-74# W=8"
(Rigid Surface)
DESC. = A52
PLT. TYP: WAVE DESIGN
FLORDA
QUALITY TRUSS
TEL: (95Q 975-3384
FAX: (054) 9784980
3120 N.W. 1613li"IERPA/ E
F'011 two) wAcHi -FL 33064.
47'9-7/16"
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, slipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uildmg Component Safety Information, by TPI and VJTCA) for safety practices prior to performing these functions. Installers shag provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections E13,
or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. .
Aseal on this drawing or cover page Using this drawing, Indicates acceptance of professional engineering responsibility coley for the
elgn shown. The suitability and use ollhle drawing for any structure Is the responsibility of the Building Dasigner per ANSMI t 8sc.2.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www1pinst.org; WTCA: www.sbdrdustry.com; ICC: wwwJccsafe.org
R=2103# U=489#
H=H1
REV. 17.02.02A.1213.20
SEQ = 40271
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 470907
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE HIPM
JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N :B1 2x4 SP #1 Dense:
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "r reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
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.
=3X5 B2
SAW
DESC. = A53
PLT. TYP: WAVE
i 11'6"
All plates are 3X4 except as noted.
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP B,
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. t
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 7.50 ft. from roof edge.
Provide hanger or special connection at fight end of truss for 563 lbs.
36'3-1/2"
rnk
n
-X
v
fF 2'6" I
R=1127# U=179# RL=205/-63# W=8"
(Rigid Surface)
TT FLORMA�
QUAIAi 1 1irUSS
Ti*d:i.($54;f 975=3384
J iAXc (934) 978-8980
3 20-N W 16t1i TERPLAGE
EOWANO DBACHi -FL 13W
=3Xtf =HU31U 1112X4 V7
19'7" 6'9" i 67 i12'2-1/2" �{
DESIGN CRIT-FBC2017RESn`M2014 FTIRT"2D%(0%y 0(0)
4T9-7/16"
R=306plf U=100plf W=6'9"
(Rigid Surface)
R=117plf U=100plf W=67
(Rigid Surface)
QTY= 1 TOTAL= 1
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
Acting Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
xoperly attached rigid ceiling. Localtons shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-Z for standard plate positions.
nW Building Components Group Inc. shall not be responsible for any deviallon from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.
Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professions] engineering responsibility solely for the
sign shown. The sultablNy and use of this drawing for any structure Is the respons]dlly of the Bulidlrg Designer perANSI/TPI 1 Saa2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.wm; TPI: www.tpirtsLorg; WTCA: wwwsbdrdustry.wm; ICC: wwwJecsafe.org
R=563# U=128#
H=H1
REV. 17.02.02A.1213.20
SEQ = 40280
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 470907
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPM •
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
WARNING: Fumish 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.
Imo— 916"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP B,
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.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
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 526 lbs.
38'3-1/2"
_ �_5XB 1112X4 T2 =5X8 1112X4 T3 -5xR III2Xd T4 ---aK4
INN0111V
T
v
W356
1112X4 0 1112X4 B3 0
1
2'6" 1 19111" 1
2 12'10" 12'6-1/2"
4M7/16"
R=1131# U=192# RL=170/-52# W=8" R=1649# U=386# W=8" R=1244# U=278# W=8"
(Rigid Surface) (Rigid Surface) (Rigid Surface)
R=526# U=118#
H = H1
DESC. = A54
PLT.TYP: WAVE
DESIGN CRR.FlIC2017RESTTrt-2014Fr1RT.20s(0%YG(0) QTY= 1 TOTAL= 1
REV. 17.02.02A.1213.20
SEQ = 40319
SCALE=0.1667
"WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
TC LL
20.Opsf
REF
DATE 03-27-2019
t�Y 1�ry7� v�
'-FL—Yr0tr.1�atf1!iInJ1A
QuA va j muss
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety lnformallon, by TPl and WTCA) for safety practices prior to performing these functions. Installers shall provide
aprotemporary ;ch�ilgider Cceiling..nless Locationns shown fore anent lateratop chord shall have
restraintt of webs shall attached structural
have ebracing nsttaalled pand er SCSI ssectionsttom chord 1l have
93,
97 or 810. as ofs. cuss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 7 able. t r llty plates to each
te face
ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of busses.
for th
design shown. Theon thle :mhdoty: dYuioiihi:Enwi gforranyyiWldurslatheeneponsiWance of lityfessional oftheBuildingD WpnerperANBUTPlISocZ
For more information see this job's general notes
ITWBCG:www.itwbcg.com;TPl:www.tpistorWTCA:wwwsbdndustry.mm ICC:wwwJ=afe.org
TC DL
BC DL
BC LL
TOT.LD.
15.Opsf
10.0psf
O.Opsf
45.Opsf
DRWG
O/A LEN. 470907
TCiLf (954) 475-3384
Fa.mw'166i.;ERR
3I2(1-N.1{E 16th'TB13W10E ,
PONWANO MACH. �33�
DUR.FAC. 1.25
JOB#: 19HSO44
SPACING 24.0"
ITYPE HIPM
Top chord 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense:
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3 :W1, W5 2x6 SP SS:
Left cantilever is exposed to wind
#1 hip supports 7-6-0 jacks W/2 panel TC and no end vert.
Deflection meets 1J360 live and L/240 total load. Creep increase factor for dead load is 2.00.
�- T6"
6.5
T1
g3X6
3X5(B2) W1 W2
SAW
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Left side jacks have 7-6-0 setback with 2-6-0 cant and 0.0-0 overhang. End jacks have 7-6-0 setback with 2-6-0 cant and
0-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang.
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.
Provide hanger or special connection at right end of truss for 630 lbs.
4U3-1/2"
:III d V_J =lHnZ1n pl9 d V % iIIRVAIR),
1t = _ M10
U12X4 B1 1113X4 B2
76" 1811-7/8" 14'8-5/16"
R=1300# U=271# W=8"
(Rigid Surface)
DESC. = A55
PLT. TYP: WAVE
i LIJRMA
QUA.L= =USS
TELL (95Q 97!0384
F'AM (954).979-8980
'3I2idrt:OGe160iTERRACE :
PIDWPANOMACK FL.110"
DESIGN CRT"FBC2017REWP42014 FT1RT-2O'%(0%y 0(0)
4T9-7/16" -
R=2400# U=500# W=11-5/16"
(Rigid Surface)
QTY=1 TOTAL=1
..IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme are In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
wilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
xopedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
rfer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSUTPI 1, or for handling, shipping. Installation 8 bracing of trusses.
A seal on this dmving or cover gape Ileting this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Build ng Designer par ANSI/TPI 1 Sec.2
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm: TPI: www.tpinstorg; WTCA: www.sbdndusby.cem; ICC: wwwJccsafe.org
T
V3 tL
v
B2 =3 4
1112X4
1'1'7-5116" —{
R=1893# U=394# W=11-5/16" R=630# U=132#
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40349
SCALE=0.1667
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 470907
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPM
Top chord 2x4 SP #2 N :T4 2x4 SP SS:
Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 N:
Webs 2x4 SP #3
Left cantilever is exposed to wind
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better'? 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 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
MWFRS loads based on trusses located at least 18.32 ft. from roof edge.
DESC. = B1
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 18.32 ft mean hilt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B.
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.
Right end vertical not exposed to wind pressure.
(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
1 19, 1 1T5-11/16"
[2z'Ll3/16 i 3'11-7/8"
82
I - 36'5-11/16"
R=1815# U=230# RL=155# W=8"
(Rigid Surface)
UYLORMA
QAJUTY TRUSS
TELi (954) W-1 33"
FAX: (934) 978-8480
3120 T7.W 16th TERRACE
DESIGN
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
ullding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide
npomry bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
xoperly attached rigid tolling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
for to drawings 16OA-Z for standard plate positions.
17W Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss,
conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Aseal on this drawing or cover page liating this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of title drawing for any structure Is the rasponsibigty, of the Building Designer per ANSVTPI 1 Sea2,
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPI: www.tpinstorg; WTCA: www.sbcinclustry.com; ICC: www.Iccsafe.org
R=1539# U=362# W=6"
(Rigid Surface)
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40670
SCALE=0.1875
REF
DATE 03-27-2019
O/A LEN. 360511
JOB #: 19HS044
TYPE HIPM
¢tTaMauan) r t%Z
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W2 2x4 SP #2 N:
Left and right cantilevers are exposed to wind
(b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Deflection meets L/360 live and 1-/240 total load. Creep increase factor for dead load is 2.00.
NIWFRS loads based on trusses located at least 8.98 ft. from roof edge.
1T
23'2-1/8"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 17.97 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B,
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.
(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 pat non -concurrent live load.
WARNING: Fumish 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.
:6XB =8X8 -3X4 =6X8
1T
EMS =7X6 =6X6 —3X8 -8X8 =3X8 =6X6 saM 914X6
I—'- -
R=2628# U=628# RL=213/-213# W=8"
(Rigid Surface)
52'2-1 /8" 2 6-
57'2-1/8"
41)
R=2628# U=628# W=8"
(Rigid Surface)
DESC. = B2 SEQ = 40651
PLT. TYP: WAVE DESIGN CRIT=FBC7017RESRPI-2014FT/RT•2D%(0%yD(0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1250
"WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
Trusses require , , eq extreme care In fabdcating shipping,Installing and bracing. Refer to and follow the latest edition of SCSI
handling,
TC DL 15.0psf
Oyy �ryti AA
SOM
(Building Component Safety Information, by TPI and INTCA) for Safety practices prior to performing These (unctions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property attached rigid celfing• Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
BC DL 1 0.0r1
P$f
DRWG
,QU, TY i iLV SJ
i iLV
W or B10, es applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
0.0 $f
BC LL r�
450 Sf
TOT. L. D, p
O/A LEN. 570202
TEE: (954) 975-3384
DUR.FAC. 1.25
JOB #:19HSO44
FAX- I954> 978.8980
Assal on this drawing or cover page listing this ding, Indicates acceptance of professional engineering responsibility solely for the
designshown.ThesuitabilityanduseofthisdrawingforanyetrueturolstherasponsldtilyofthoBulldingDedgnerperANSViPl18ea2
3I20 N 1V.'` 16th TERRACE
POMPANO SUACR,-O.830".
For more Information see this job's general notes page and these web sites:
ITWBCG:www.1twbcg.com;TPl:www.tpinstorg;WTCA:wwwsbcindustry.com;ICC:wwwJccsafe.org
SPACING 24.0"
TYPE HIPS
b:(19HS044) / B3
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W2 2x4 SP #2 N:
Left and right cantilevers are exposed to w nd
(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.
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.
i
15'6"
=6X6 =3X4
26'2-1/8"
8X8
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 7X6 except as noted.
170 mph wind,17.70 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B,
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. ppppa'
Defection 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 8.85 ft. from roof edge.
=3X4 -6X6
15'6" =j
At )
1114X6 -8X8 -8X8 -3X4 -8X8 1114X6
F 2'6_
R=2628# U=624# RL=194/-190 W=8"
(Rigid Surface)
DESC. = 63
PLT. TYP: WAVE
LORMAA
QUAICYTY TRUSS
TFLt.(9SQ 975-3384
PAX. (954)978-8980
3120 N AK 16111i TERRAIM .
POMPANO 0"CEri VL 330".
52'2-1/8"
5T2-1/8"
DESIGN CRn=F8C2a17RES/rPF2D14 FTIRT"20%(G%y0(0) QTY= 1 TOTAL-t1
"WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
Wilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
mporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
property attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
r or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
star to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVMI 1, or for handling, shipping, Installation & bracing of trusses.
Aseal on this drawing or cover page Meting this dtwAng, Indicates acceptance of profesalonal engineering reaponelbi0ly, coley for the
nlgn shown. The suitability and use ofthis drawing for any structure Is the responsibility ofthe Building Designer perANSI/TPI 1 Sea2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; [CC: wwwlccsafe.org
2 -d
R=2628# U=624# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.0psf
BC DL
10.Opsf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40655
SCALE=0.1250
REF
DATE 03-27-2019
DRWG
O/A LEN. 570202
JOB #: 19HS044
TYPE HIPS
d .k rona ) r a
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Left and right Cantilevers are exposed to wind
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
and installation of trusses. See "WARNING" note below.
T
oo
A
1�
1 �
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 17.35 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B,
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.
(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Deflection meets L/360 live and 1_I240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 8.68 ft. from roof edge. f
�-- 13'5-13/16" 302-1/2" 1V5-13/16"
=6X6 =3X70 1112X4 =3X10 -6X6
=5X8
4.25—12-4X8 T2 T3 — �4X8— -
III zxa
1112X4
= T1 4X5(At)
W4 (a)W
W4 W
(a)
W4 =4X5(
T1
W3
W4 WS
W4 WS
snc
-6X6
R=2629# U=619# RL=169/-169# W=8"
(Rigid Surface)
v B2
=8X8 , g12X4 =8X10 1112X4
52'2-1/8"
5T2-1/8"
Im
B1
=8X8 =6X6
2'6'
R=2629# U=619# W=8"
(Rigid Surface)
DESC. = B4 SEQ = 40657
PLT. TYP: WAVE DESIGN CRIT"FBC2a17RESfTMDl4FTIRT-2D%(0%Y0(o) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1250
"WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
TC LL 20.Opsf
REF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
DATE 03-27-2019
�•
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
TC DL 15.Opsf
a+�
,y�
(Building Component Safety Information, by TPl and WTCA) for safety practices prior to performing these functions. Installers shall provide
DRWG
yC. r �y>.Nti A
FRMA L
temporary bracing per SCSI. Unless noted otherwise• top choral shall have property attached structural sheathing and bottom chord shall have
BC DL 1 O.OSf
p
ts.a.rii 1 a.it.
QU,a it tr�.e>•� oMVSS•
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
W or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITN Building Components Group Inc, shall not be responsible for any deviation from this drawing• any failure to build the truss
in conformance with ANSVfPI 1, or for handling, shipping, Installation 8 bracing of trusses.
O.O Sf
BC LL p
TOT.LD. 45.0pSf
f
0/A LEN. 570202
TEL:
(954) 975-3384
FAX, (954).W"9W
Asea1 on this drawing or cover page gating this drawing, Indicates acceptance of profeealonal engineering responsibility coley for the
dealgn ahown. Ths sulteblilly and use of this drawing for arty aWcture to the nisponaldgy of the BuIlding Dsalgner perANSI/TPI 1 Ssc.2
DUR.FAC. 1.25
JOB #: 19HSO44
3(2A 1Q W. 16tfi`TEIiRACE
OXACRk II?L 3304
ee this job's generalnotes page
theseweb sites:POMPANO
ITWBCG: www.iwbcg.mm; TPI: For more Informationwww t insLorg;WTCA: wwwscindustry.com;ICC:w ww.iasafe.org
SPACING 24.0"
ITYPF HIPS
b:(19HSO44) / B5
Top chord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3
:Rt Slider 2x6 SP SS: BLOCK LENGTH = 1.644'
Left and right cantilevers are exposed to wind
(a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
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 8.50 ft. from roof edge.
I1
�-- 11'5-13/16"
=6X10 =8X8
4.25 p
I -VA
T2
34'2-1/2"
1112X4 =8X8
T3
DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 5X6 except as noted.
170 mph wind, 17.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP B,
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.
(b) Continuous lateral restraint equally spaced on member. Or 1 x4 #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.
WARNING: Fumish 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.
I,,
1 V5-13116" —�
=3X4 EE6X10
T4
=
pmw!
-,qqq
"�
-Mimi
.. ill
B1 82 B2 B1
=3X4 =4X8 =3X8 =H0710 =3X4 =4X8 -3X4
2'&'
�-- F" 5210-1/8"
5T2-1/8"
R=2669# U=623# RL=143/-143# W=8"
(Rigid Surface)
DESC. = B5
PLT.TYP.-WAVE
DESIGN CRIT-FBC2117RESrIP47014FT/RT-20%(D%Y0(0) QTY= 1 TOTAL= 1
•'WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
- -
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
'
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
.ycrrr Alty tr7h,t
1:.ti.�rVlii A
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
.. ♦ tr Yrr.•ar Tlror»r y SS
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
ti.Lrli i iis�V
Referto drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
_
_
T.F3L2 (9S4) 475=�3&i
ML3384
In wnfortnance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
FAX,- (954)
A seal on this drawing or cover page listing title drawing, Indictee acceptance of professional engineering responsibility solely for the
' 31:20 N.W.` 16ffi''TBRR.AIM
design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 aea2.
.
f?OMPAIVO ' iirI'9341>t.
For more Information see this job's general notes page and these web sites:
ITWBCG:www.itwbcg.com;TPI:www.tpinstorg;WTCA:www.sbcindustry.com;ICC:www.iwsafe.org
1'10"
C6)
R=2586# U=608# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40659
SCALE=0.1250
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.OpSf
15.0PSf
10.0PSf
O.OPSf
45.OpSf
REF
DATE 03-27-2019
DRWG
O/A LEN. 570202
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-TYPE HIPS
iDo:h anaugvl r da
TopIchord 2x6 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :Wt 2x6 SP SS:
All plates are 8X8 except as noted.
170 mph wind, 16.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
#1 hip supports 9-6-0 jacks W/2 panel TC and no end vert.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
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.
]--- 9'5-13/16" i 387-1/2"
=6X10 -395
- 12
T
3'10.1719'
1
[..2'6'_
DESC. = B6
PLT. TYP: WAVE
R=4938# U=1162# W=8"
(Rigid Surface)
DESIGN CRn=FBC20l7RESRPM2014 FTIRT-2D%(0%y 0(0)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S'LAYOUT
3 Complete Trusses Required F=:��
Nail Schedule:0.128"x3", min, nails
Top Chord: 1 Row @12.00" D.C.
Bot Chord: 1 Row @12.00" o.c.
Webs :I Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal spacing
between rows and stagger nails in each row to avoid splitting.
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
Left side jacks have 9-6-0 setback with 2-641 cant and D-0-0 overhang. End jacks have 9-6.0 setback with 2-6-0 cant and
0-0-0 overhang. Right side jacks have 9-6-0 setback with 2-6-0 cant and 0-0.0 overhang.
9'5-13/16" ---1
3X5 ------=6X10-- --- -
1112X4 105X8(R) sa3X5 =8X10 =-3X5 1115X8(R)
3X8
02X4
4X5(A1)
522-1/8" 2'6'
5T2-1/8"
QTY= 1 PLIES= 3 TOTAL= 3
¢�yp� ••IMPORTANT'" FURNISH THIS DRAWING TO ALL.CONTRACTORSINCLUDING' THE INSTALLERS.
• y'� J �. ® y�'9.. Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shag provide
yr,'nr Oy�yy'tiA. temporary bracing per SCSI. Unless noted othewrise, top chord shag have properly attached structural sheathing and bottom chord shall have
/''+� JM r�.11�.YJ err a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83,
Y. A a'vS Refer loB7 or ldrawirgs 160A-Z loP sltende d plate positionslates to each few ( truss and posltlon es shown above and on the Joint Details, unless noted otherwise.
rrw Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
TEE-., 954) 975-3384:� in conformance with ANSVTPI 1, or for handling, shipping, Installation 6 bracing of trusses.
FAX .(954) 9"-3380 Assal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
..;31?AX,195 9t 78- 980 design shown. The sultabigtyand use ofthladrawing for artystructure lathe responsibility oftheBulldhgDesigner parANBVTP118ec.2.
For more Information see this job's general notes page and these web sites:
OIDNIFANOWLkM`p"PL33U6( ITWBCG:www.itwbog.mm;TPl:www.tpinsLotg;WTCA:www.sbdndustry.com;[CC:www.iccsafe.og
R=4894# U=1152# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40649
SCALE=0.1250
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.0psf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 570202
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE HIPS
qua h anaugvf r yr
Top chord 2x4 SP #2 N :T3, T4 2x4 SP #1 Dense:
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1, W9 2x8 SP SS:
:W2; W7 2x4 SP #1 Dense::W5, W6 2x4 SP #2 N::W8 2x6 SP SS:
Special loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 74 plf at 0.00 to 74 plf at 7.56
TC: From 37 pit at 7.56 to 37 plf at 37.08
BC: From 20 plf at 0.00 to 20 ptf at 7.56
BC: From 10 plf at 7.56 to 10 pit at 37.08
BC: 629.79 lb Conc. Load at 7.56
BC: 526.26 lb Canc. Load at 9.56
BC: 563.08lb Conc. Load at 11.56
BC: 2103.37 lb Conc. Load at 13.56
BC: 2110.77 lb Conc. Load at 15.56,17.56,19.56
BC: 2291.49 lb Conc. Load at 21.56,23.56,25.56
BC: 2372.11 lb Conc. Load at 27.56,29.56
BC: 2308.58 lb Conc. Load at 31.56,33.56,35.56
DESC. = C1
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
3 Complete Trusses Required
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)
Webs :1 Row @ 4" o.c. i
Repeat nailing as each layer is applied. Use equal spacing
between rows and stagger nails in each row to avoid splitting.
12' o.c. spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 12"
170 mph wind, 15.99 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP B,
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
Deflection meets L/360 live and LJ240 total load. Creep increase factor for dead load is 2.00.
19'9-1 /2" i1 T3-1 /2"
2,6" { �7" \:J
Bra
i 3T1"
R=12335# U=2932# W=8"
(Rigid Surface)
b
FLr ORMA
QUAY.ITY TRUSS
TEE: (954)975-3384
]%X. (954) 9788980
3I20-N t� 16Lh TERRACE` .
POMPANO HEACB, PL ou".
DESIGN
QTY= 1 PLIES= 3 TOTAL= 3
**IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of Best
ullding Component Safety Information, by TPI and VVTCA) for safety practices prior to performing these functions. Installers shag provide
rpomry bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
rropedy attached rigid ceiling. Locations shown for permanent lateral restmintofwebs shall have bracing Installed per SCSI sections B3,
' or BtO, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
mfer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or cover paps listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of title drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 Seo.2.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.ilwbcg.wm; TPI: www.tpinstorg; WTCA: wwwsbdrdustry.com; ]CC: wwwlcrsafe.org
R=18470# U=4420# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
0.0psf
MUD.
45.Opsf
DURYAC.
1.25
SPACING
24.0"
SEQ = 40375
SCALE=0.1875
DATE 03-27-2019 1
O/A LEN. 370100
JOB #: 19HSO44
TYPE COMN
roo:(7 utib1144) IL;;e
Top chord 2x4 SP #2 N :T3, T4 2x4 SP 91 Dense:
Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 N:
Webs 2x4 SP #3 :W7 2x6 SP SS:
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 15.99 ft. from roof edge.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.99 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B.
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.
(a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T' reinforcement. 80% length of web
member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.
Deflection meets L1360 live and L/240 total load. Creep increase factor for dead load is 2.00.
I` 19'9-1/2" } 1 T3-1/2"
�-- 2'6" 1 347 r
37'1"
R=1889# U=84# RL=320/-301# W=8"
(Rigid Surface)
R=1605# U=91# W=8"
(Rigid Surface)
DESC. = C2 SEQ = 40105
PLT. TYP: WAVE DESIGN CRIT"FBC2017RESrrPF2014FTIRT-20%(0%no) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1875
"WARNINGI"e READ AND FOLLOW ALL NOTES ON THIS DRAWING[
-IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
TC LL 20.OpSf
REF
DATE 03-27-2019
tDgr 1syYY1
�Ir�T�A� L�-�OaRp WA
.. Q AjUT l TR.USS
V O
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uildi Com rent safe Information, TPI and WTCA for safe
to rag po Safety by ) ll practices properly shed m)ng these functions. Installers shall provide
attached ave
aepropety attached rigid ceper eiling I. .Locatioless ns shown for�permanent laterachord shall l restrainto fo webs shall have ubracing Inral stalled per BCSand bottom chord
section 33,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or cover page Ilating this drawing, Indicates acceptance of professional englnsaring responsibility solely for the
dwlgnshown.The auiteblOtyand use ofthisdrawing for any structure Isthe responelbltlryofthe BuiidingDesigner per ANSUTP11Sso,2.
For more Information see this job's general notes page and these web sites:
ITWBCG:www.fwbcg.com;TPl:www.tpinstorg;WTCAwww.sbcirdmhy.wm;]CC:www.1cesafe.mg
TC DL 15.Opsf
BC DL 10.0psf
BC LL 0.0 psf
TOT.LD. 45.0psf
DRWG
O/A LEN. 37o1Do
7 (954) 975-8980
VAX,
337A i?I �V. 161hTfiRR%\CE .
20N.N954)9,7ERR
POAMNO13EAcia,.FL33064,
DUR.FAC. 1.25
JOB #:19HSO44
SPACING 24.0"
TYPE SPEC
b:(19HSO44) /C3
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N :62, B3 2x6 SP SS:
Webs 2x4 SP #3
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 74 pif at 0.00 to 74 plf at 39.58
BC: From 20 plf at 0.00 to 20 pit at 39.58
BC: 100.00 lb Conc. Load at 12.00,16.00
Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 3X4 except as noted.
170 mph wind,15.99 ft mean hilt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left and right cantilevers are exposed to wind
Calculated horizontal deflection is 0.11" due to live load and 0.17" due to dead load.
(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",minJnails @ 6" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 15.99 ft. from roof edge.
19'9-1/2" I- 19'9-1/2"
2,6" B1 347" 2'6" �{
h -- T6" } 13'
R=2010# U=351# RL=336/-336# W=8"
(Rigid Surface)
DESC. = C3
PLT.TYP: WAVE DESIGN CRR=F8C2D17RESfrPF7D14 FT1RT-2D%(D%ye(e)
39'7"
QTY= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bradrg. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
FLOIM&
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a properly attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI SeWons 83.
(� ,a tr Y�1tYr.V
I TRUSS
B7 or as Apply truss and position as shown above and on the Joint Details, unless noted otherwise.
i j
!RILA
Refer oldrawings 16OA-Z ttarnd d plate p tionsf
ITW Bulldog Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
_
"
TEL.(954j'975-3384
In conformance with ANSI/rPI 1, or far handlirg, shipping, Installation 8 bracing of trusses.
'iFA7C;1454j.978-6980
Asset on thls drewing or cover page Ilatlng this drawing, Indlodes acceptance of profeedond engineering respondatity coley forthe
3I28 N.W 1 6Lti TERRACE
design shown. The sultabltity and use of thls drawing for eny structure laths responsibility ofthe Building Designer perANSVrPI 1 SacZ
)?OMPANO H69i PL 33864.
For more information see this Job's general notes page and these web sites:
17WBCG: www.itwbcg.com: TPI: www.tpinstorg; WTCA: www.sbdrxfustry.com; ICC: wwwlccsafe.org
R=1925# U=375# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40084
SCALE=0.1875
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 390700
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-TYPE COMN
Top chord 2x4 SP #2 N
Bat chord 2x4 SP #2 N :B2, B3 2x6 SP SS:
Webs 2x4 SP #3
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 19A8
TC: From 72 plf at 19.18 to 72 plf at 23.38
TC: From 74 ptf at 23.38 to 74 plf at 39.58
BC: From 20 plf at 0.00 to 20 plf at 39.58
BC: 100.00 lb Conc. Load at 12.00,16.00
Wind loads and reactions based on MWFRS with additional C&C member design.
MWFRS loads based on trusses located at least 15.82 ft. from roof edge.
DESC. = C4
PLT. TYP.-WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted. ,
170 mph wind,15.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left and right cantilevers are exposed to wind
Calculated horizontal deflection is 0.11" due to live load and 0.17" due to dead load.
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SR8 SPF-S or better "T" reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)naiis @ 6" oc.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 five and U240 total load. Creep increase factor for dead load is 2.00.
19'2-1/8" 4'2-3/8" 16'2-1/2"
12
Q 4.6
cb
2'6" B1 347 2'6"
I. 7,6"
R=2005# U=345# RL=318/-325# W=8"
(Rigid Surface)
FLORMA
QUALITY TRUSS
TELt(954) 975-3384
FA3t: (954).978-8980
3120N.W 16&TERRACE.
001"ANO ORACA .VL 330"
DESIGN CRIT"FBC2017RESRPF2114 FTIRT•20%(0%v0(e)
13' 1 18'1"
397'
QTY= 1 TOTAL= 1
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and VVTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 53,
W or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16GA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from INS drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Anal on this drawing or cover pegs Ilating this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The sultabigty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 SscZ
For more information see this job's general notes page and these web sites:
ITWBCG: wwwAwbog.com; TPI: www.tpinst.org: VVTCA: wwrw.sbdrdustry.com; ICC: www.icesafe.org
R=1917# U=368# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40091
SCALE=0.1875
REF
DATE 03-27-2019
DRWG
O/A LEN. 390700
JOB #: 19HSO44
TYPE COMN
u.: ianowwr r w
Top chord 2x4 SP #2 N :T4 2x4 SP #1 Dense:
Bot chord 2x4 SP #2 N :B2, B3 2x6 SP SS:
Webs 2x4 SP #3
Left and right cantilevers are exposed to wind
Calculated horizontal deflection is 0.10" due to live load and 0.15" due to dead load.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
DESC. = C5
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 3X4 except as noted.
170 mph w nd, 15.59 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
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. b
Bottom chord checked for 10.00 psf non -concurrent live load. 6
MWFRS loads based on trusses located at least 15.59 ft. from roof edge.
18'4-3/16" 9'10-1/4" 11'4-9/16"
12
Q 4.6
�2'6" B1 34'7" 2'6"++
T6" { 13'
39'7"
R=1868# U=84# RL=293/-310# W=B" R=1848# U=84# W=8"
(Rigid Surface) (Rigid Surface)
FWRWA
QUALITY TRUSS
TEE:.M41) 97S-3384
FNt:(9543.978 8480
'3120-N.W.:16tliTERRACE .
POWANO BRACF1; PL.13W
DESIGN CRn•FBC7017RESRPI-2114
1 TOTAL= 1
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI
utlding Component Safety Information, by TIN and WfCA) for safety practices prior to performing these functions. Installers shall provide
mporary bracing per BCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have
property attached rigid wiring. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
r or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
afer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Installation 6 bracing of trusses.
Asail on this dnwing or cover page gating this drawing, Indlcetes acceptance of professional engineering responslbigty, solely for the
reign shown. The aulhbigty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sec.Z
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPI: www.lpinsLarg; WTCA: www.sbcindustry.com; ICC: wwwJc safe.org
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.0psf
BC DL
10.00sf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40098
SCALE=0.1875
REF
DATE 03-27-2019
DRWG
O/A LEN. 390700
JOB #: 19HS044
TYPE COMN
6:(19HS044) / C6
Top chord 2x4 SP #2 N :T4 2x4 SP SS:
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
Special loads
(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 pH at 17.52
TC: From 72 plf at 17.52 to 72 plf at 33.03
TC: From 74 plf at 33.03 to 74 plf at 39.58
BC: From 20 plf at 0.00 to 20 plf at 39.58
TC: 211.56 Ib Conc. Load at 28.63
TC: 136.62 lb Conc. Load at 31.46
TC: 90.04 Ib Conc. Load at 33.17
BC: 1353.45 Ib Conc. Load at 3.18
BC: 1271.10 lb Conc. Load at 6.00
BC: 1192.88 Ib Conc. Load at 8.83
BC: 863.23 lb Conc. Load at 11.66
BC: 772.10 lb Conc. Load at 14.49
BC: 672.53 lb Conc. Load at 17.32
BC: 585.33 lb Conc. Load at 20.15
BC: 478.74 lb Conc. Load at 22.97
BC: 379.40 lb Conc. Load at 25.80
BC: 106.41 lb Conc. Load at 28.63
BC: 55.22 Ib Conc. Load at 31.46
BC: 21.25 lb Conc. Load at 33.17
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFf
2 Complete Trusses Required
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 7.25" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
12" o.c. spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 12"
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
170 mph wind, 15.37 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT ll, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left and right cantilevers are exposed to wind
DESC. = C6
PLT. TYP: WAVE
f
ELOR�DA
(tUAL= TRUSS
TEL, (950 975-3394
'FAX. (954).978.8980
3I20 Nm 16tk,rERRA,�
POMPANO $EACFP M 33064.
DESIGN CRrT"FBc20,7RESfrMDI4 FT/RT"2D%(0%y0(0)
LAYOUT
1T6-1/4" } 1b6-1/8" 66-5/8"-�{
R=7583# U=1976# W=8"
(Rigid Surface)
QTY=1 PLIES= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handing, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
e properiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 133,
87 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 180A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this dmwing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, installation d bracing of trusses.
A seal on Ws drawing or aver page Hating this drawing, Iridlcates acceptance of profeasiorial engineering rosponsibillty, coley for the
design shown. The sultabIl ly and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIRPI 1 $002.
For more information see Ibis Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.am; ICC: www.iccsafe.org
39'7"
12
'zz:7l 4.6
R=4311# U=1040# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40110
SCALE=0.1250
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE ' 03-27-2019
DRWG
O/A LEN. 390700
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
Top chord 2x4 SP SS .T2, T3 2x4 SP #2 N:
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3 .W1 2x6 SP SS:
:W4 2x4 SP #1 Dense:
:Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3:
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00
f 5'
1-V2"
I— 2'6" ---{
R=1938# U=566# W=8"
(Rigid Surface)
DESC. = D1
PLT. TYP: WAVE
TTFLOIiMA
TEE:(950 975-3384
FAX; 1954).084M80
.3120 .N.W.- 16Lh TERRACE .
POMPANO REACE4 PL 330"
DESIGN CRR=F8C2017RESIfPM4 FLIRT-M%(0%ye(0)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 19.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
#1 hip supports 5-0-0 jacks with no webs.
26'10"
QTY= 1 TOTAL= 1
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TmSses require extreme care In fabricating, handling. shipping, Installing and bmdng. Refer to and follow the latest edition of SCSI
uildrg Component Safety Information, by TPI and MCA) for safety practices prior to performing these functions. Installers shall provide
mporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
rroperty attached dgid ceiling. Locations shown for permanent [atom] restraint of webs shall have bracing installed per SCSI sections B3,
'or B10, as applicable. Apply plates to each face of truss and position as shown above and an the Joint Details, unless noted otherwise.
der to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover paagpe gating this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign Mown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sea2
For more information see this job's general notes page and these web sites:
ITWBCG: www.hwbcg.com; TPI: www.tpinsLorg; WTCA: wwwsbcindmtry.com; ICC: wwwlnxsafe.org
5' �{
20
io
3X4j
I-- 2'6"
R=1938# U=566# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40699
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0Psf
10.OPSf
O.OPsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 261000
DUR.FAC.
1.25
JOB#:19HSO44
SPACING
24.0"
TYPE HIPS
b:(19HSO44) /D2
Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N:
Bot chord 2x4 SP 92 N
Webs 2x4 SP #3 :W1 2x6 SP SS:
:Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3:
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 20.13 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B.
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.
J
T
12'10"
T �{
=4X5
=3X8 T2 =4X5
12
5`r—�
- --
io
T1
W3
W
W3
d
W1
03X8
W3 W4
T1 W1
�3X8
1112X W2
1112X4
tt
1
�3X112X4
1112X rm
a3X4
"LIE 113 6 B1 =4X8
m5X6 61 —4X8
1113X6
�— 2'6" ---1
R=1447# U=473# RL=135/-135# W=8"
(Rigid Surface)
DESC. = D2
PLT. TYP: WAVE
FLOAMA
QUALITY TRUSS
TEL: 0SO 975-3394
FAX.-(954).WS-8980
3120 mw. UdPrERRACE
POM1Ar1O ML&C , FL 33u".
26'10"
~— 2'6"
R=1447# U=473# W=8"
(Rigid Surface)
SEQ = 40713
DESIGNCRIT"FSC2017RE5/TP47014 F71RT=21K6(e%y 0(0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.2500
•'WARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
TC LL 20.Opsf
REF
DATE 03-27-2019
Trusses require extreme are In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edtion of SCSI
iuilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
mpomry bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
property attached rigid ailing. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
r or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
afar to drawings 160A-Z for standard plate positions.
TC DL 15.0psf
BC DL 10.Opsf
0.0 Sf
BC LL p
DRWG
RW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
anfortnanawithANSMI1,orforhandling,shipping,instalalion&bracingoftrusses.
TOT.LD. 45.Opsf
O/ALEN. 261000
Asset on lNs drawing or cover page Meting this dnrMrkg, Indicates acceptance of professional engineering raponrdaity solely fortha
ralgn shown, fie suitatility and use of this drawing for err/ structure lathe responsidOtyof the Building Designer par ANSM 1 Beo.7.
DU R. FAC. 1.25
JOB #: 19HSO44
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.am; TPI: www.tpinslorg: WTCA: www.sbcindustry.am; ICC: wwwJocsafe.og
SPACING 24.Orr
TYPE HIPS
b:(19HS044) / D3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N 170 mph vrind, 20.55 ft mean hgt, ASCE 7-10, CLOSED bldg. not located Within 9.00 ft from roof edge, RISK CAT II, EXP B,
Bot chord 2x4 SP #2 N wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3 :W1 2x6 SP SS:
: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.
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.
n
MWFRS loads based on trusses located at least 10.27 ft. from roof edge.
T
D
9' 18'10"
9'
v
rn
3X4
, ff� IT
1 26'10"
I--- TV --I
R=1447# U=341# RL=156/-156# W=8"
(Rigid Surface)
DESC. = D3
PLT. TYP.-WAVE
FLORIDA,
A,
QUALITY TRUSS
TEL.(9SO 975-3394
'FAX.(954).978-8980
3I201V.tiw 16thTERRACE
FOMPANO REACH', riL 330".
DESIGN CRIT"FBC20I7RESrrM0I4 FTIRT"20%(0%JI0(0)
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
uildirg Component Safety Information, by TPI and WiCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord shall have
properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83,
'or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-Z for standard plate positions.
fTW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
eonfonnance with ANSVfPI 1, or for handling, shipping, installation & bracing of trusses.
Aseal on this drawing or cover pspa fisting title dmxing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suftabiUty and use of this drawing for any structure Is the responsibility of the Building Designer perANSUTPI 1 SooZ
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinsLerg; WTCA: wwwsbcindustry.mm; [CC: www.locsafo.org
I-- 2'6" - -I
R=1447# U=341# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40709
SCALE=0.2500
REF
DATE 03-27-2019
DRWG
O/A LEN. 261000
JOB #: 19HSO44
TYPE HIPS
b.(19HSO44) / D4
Top chord 2x4 SP SS :T2 2x4 SP #2 N:
Sot chord 2x4 SP SS
Webs 2x4 SP #3:W1 2x6 SP SS:
:Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3:
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 live and 1-1240 total load. Creep increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 20.94 It mean hgt. ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B,
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.
(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.
MWFRS loads based on trusses located at least 10.47 ft. from roof edge.
W10-1/2" 1 5'1" 1010-1/2"
12
5 T1
fa 03X W4 l3X4
�o
r` W4
rn �
10 3X4 W3
0I2X 1[I3X4 I92X4
1L r �31X
112X44jZ
tg 3X4
ey 1114XB(R) B1 3X4 =H0310 =3 4 B1 1114X8(R)
1-1/2" 1_7/2^ 1112X4
rL— 2610"
1-- 2'6"
R=1447# U=339# RL=176/-176# W=8"
(Rigid Surface)
DESC. = D4
PLT. TYP. WAVE
DESIGN CRIT^FaC7D17RESfrM2D74FTIRT12MIMMO) QTY= 1 TOTAL= 1
eeWARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installer: shall provide
y�ery Qy��r+��
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
�L �.1V3J�la�y�r�te
.USS
a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
able.
87 or lds s applicable.Applyplateto seachfaceof truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer o7 for
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
.
9�5
In conformance with ANSVTPI 1, or for handling, shipping, Installation d, bracing of trusses.
: (954).975-33884
FAX,
A east on thisdrawing or cover paps listing this dmving, Indicates acceptance of professional engineering responsibility solely for the
312 NN.W: 16th TERRA11=
design ahown. The suitability and use of this drawing for any structure Is the responsibility of the BulldIng Designer per ANSVI PI 1 Sea7.
.
04tvfP o WLW- . -VL 33064,
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tphnstorg; WTCA: wwwsbdrdustry.com; ICC: wwwlc safe.og
R=1447# U=339# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40704
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.,Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 261000
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPS
uoa n wnou ) r ci
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP 93 :W1, W9 2x6 SP SS:
Special loads
-(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25)
TC: From 74 plf at 0.00 to 74 plf at 12.97
TC: From 72 plf at 12.97 to 72 plf at 27.77
TC: From 74 plf at 27.77 to 74 plf at 30.27
BC: From 20 plf at 0.00 to 20 plf at 30.27
TC: 135.89 lb Conc. Load at 22.54
TC: -56.45 Ib Conc. Load at 25.37
TC: 87.45 lb Conc. Load at 27.91
BC: 572.62 lb Conc. Load at 10.01
BC: 448.49 lb Conc. Load at 12.83
BC: 684.57 lb Conc. Load at 15.66
BC: 755.06lb Conc. Load at 18.49
BC: 1217.96 lb Conc. Load at 19.66
BC: 73.33 lb Conc. Load at 22.54
BC: -90.26 lb Conc. Load at 25.37
BC: 50.28 lb Conc. Load at 27.91
DESC. = E1
PLT. TYP: WAVE
THIS UWG. PREPARED BY THE ALPINE JUB DESIGNER PROGRAM FRUM TRUSS MFR'S
2 Complete Trusses Required
Nail Schedule:0.128"x3", min. nails
f
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @11.50" o.c.
/f
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
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 B.
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Left and right cantilevers are exposed to wind
Deflection meets LJ360 live and UJ240 total load. Creep increase factor for dead load is 2.00.
1211-5/8" i. 14'9-5/8"
r~ z0-- 1 ZV3-1W 2'6" --j
30'3-1/4"
R=3081# U=775# W=8" R=3632# U=1075# W=11-5/16"
(Rigid Surface) (Rigid Surface)
QTY= 1 PLIES= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
. o�y try„��..
1.���.iJ�./1Et
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
(��r����rr�r
'Q JUX
a property attached dgld calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
to each ns. and posldon as shown above and on the Joint Details, unless noted otherwise.
or tdrawinas gs sittande
AA6ui i
Refer oB7
16OA-Z� d plate positiolates
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
TEL: (954) 975-3384
in conformance with ANSUTPI 1, or for handling, shipping, Installation d bracing of trusses.
'FAX: (9S4).97&B980
Asset on this drawing or cover page gating thladmving, Indicates acceptance of profnsiond engineering responsibility coley for the
3I20 N.w. w rERRACM
design shown. The sultsblgty and use of title drawing for any structure Is the responsibility ofthe Building Designer perANSUTPI 18e0.2.
.
POWANO RZACH, PL 33W
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbeg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ]CC: wwwlccsafe.org
(A T
1
REV. 17.02.02A.1213.20
SEQ = 40719
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 300304
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
Top chord 2x4 SP #2 N :T2 2x6 SP SS:
Bot Chord 2x6 SP SS
.Webs 2x4 SP #3.
Special loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 pif at 0.00 to 74 pif at 13.85
TC: From 72 pif at 13.85 to 72 pif at 22.64
TC: From 74 ptf at 22.64 to 74 pif at 30.27
BC: From 20 pif at 0.00 to 20 pif at 10.14
SC: From 60 pif at 10.14 to 60 plf at 20.14
BC: From 20 plf at 20.14 to 20 pif at 30.27
Wind loads and reactions based on MWFRS Wth.additional C&C member design.
13'10-3/16"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left and right cantilevers are exposed to wind
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 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.
12
1114X5(R)
na�;
T2
03X4 =2X4
12 T1 mzxa
6.6
fV
o3X6
W1 W2 10,
=3X4(A1
T
&1/2"
�-- 2'6" 1 25'3-1/4"
3U3-1/4"
R=1616# U=494# RL=200/-220# W=8"
(Rigid Surface)
T
T7-9/16"
RE
R=1630# U=497# W=8"
(Rigid Surface)
c
DESC. = E2 SEQ = 39849
PLT. TYP: WAVE DESIGN CW-FBC70I7RESnP42114FTIRTV2M0%y0(0) QTY=1 T0TAL=1 REV. 17.02.02A.1213.20 SCALE=0.2500
"WARNIN01ee READ AND FOLLOW ALL NOTES ON THIS DRAWIN01
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
�� /� 1ry� ♦
, i+V1\a1.tt�Jll�sir t
(QUALITY TRUSS
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Buildng Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or 810. as
Refer to drawing 1 BOA-Z� stands d plate posltlplates to each ceons� �� �d position as shown shwa and on the Joint Details, unless noted otherwise.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSUiPI 1, or for handling, shipping, Installation S, bracing of trusses.
Au I thlsdrawingorcoverpagegadngthlsdmwitlg,IndicatesecoeptenceofproteWonalengineeringreeponslblgtyvolelyforthe
design shown. The stdtebilityand use ofthis drawing for arry structure Isthe responsiblgtyofthe Building Designer per ANSUTPIISom2,
For more information see this jobs general notes page and these web sites:
ITWBCG: www.itwbrg.com; TPI: www.tpinsLorg; WrCA: www.sbdndustry.mm; ICc: wwwlc safe.org
TC DL 15.0 psf
BC DL 10.0psf
BC LL 0.0 psf
TOT. LD. 45.0t-tSf
p
DRWG
O/A LEN. 300304
TEI;.s,(954) M, .5-8384
ZAXc.(954)9V;3380
31?.N. 16&TERRAC,E,
i'O1vtYA7�tOBEAC>3 ri>:93Rbi
DUR.FAC. 1.25
JOB#: 19HS044
SPACING 24.0'r
TYPE COMN
iuua r7nau j Ira
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Left and right cantilevers are exposed to wind
Truss passed check for 20 psf additional bottom chord live load in areas Wth 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.
14'8-1/8"
r r
m
3'1-5/8" —
12
Q 4.6
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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.
(a) Continuous lateral restraint equally spaced on member.
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.
I . 1T5-1/2" I
�-- 2'6" 1 25'3-1/4" 1 2'6" ---{
R=1624# U=53# RL=227/-233# W=8"
(Rigid Surface)
DESC. = E3
PLT. TYP: WAVE
FLOYtM&
QUALITY TRUSS
TL7L: i95A 97$-3384'
FAX. (954) 978-8980
3120 N.W. 16th TERRACE .
POMPANO BRAOH'i- PL 33064.
DESIGN CRIT"FBC2017RESfrM014 FTIRT-20%(0%)1GD)
30'3-1/4"
QTY= 1 TOTAL= 1
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require edition extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest eon of BCSI
u)Idi g Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
mporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
rroperly attached dgld calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83,
' or 810, as applicable. Apply plates to each fats of truss and position as shown above and on the Joint Details, unless noted otherwise.
Ifer to drawings 16CA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the toss
conformance with ANSMI 1, or for handling, shipping, Installation & bracing of trusses.
Aesd on this drawing or cover page gogng title drawing, Indicates acceptance of professional englneedng responsibility solely for the
sign shown. The suitability and uss of this drawing for any structure Is the rasponelbigty of the Buliding Designer per ANSVTPI 1 Sao.2.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.(twbcg.mm; TPI: w%w.tpIm;Lorg; VVTCA wwwsbcindustry.com; ICC: wwwlcsafe.org
R=1624# U=549 W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
45.0psf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 39841
SCALE=0.2500
REF
DATE 03-27-2019
DRWG
O/A LEN. 300304
JOB #: 19HSO44
TYPE COMN
ID:(l`Jr1DU44) /t4
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Left and right cantilevers are exposed to wind
Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24%%vide clearance.
Defection meets 1-1360 live and L/240 total load. Creep increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional CSC member design.
(a) Continuous lateral restraint equally spaced on member. z
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. v
f 161-5/81, } 1511-5/8"
[— 2'6" + 263-1/4' .,. 2'6"
30'3-1/4"
R=1627# U=53# RL=241/-241# W=8"
(Rigid Surface)
R=1628# U=53# W=8"
(Rigid Surface)
3X4(A1)
DESC.'= E4 SEQ = 39790
PLT.TYP-WAVE DESIGNCRIT-FBC2017RESRP42014FTRT•20%(0%y0(0) QTY=7 TOTAL=7 REV. 17.02.02A.1213.20 SCALE=0.2500
"WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
.DATE 03-27-2019
'ttatt Ays•rI^fti�
1 i.V1131J
. QUA T •rTy •tt RjQSS
tiLi iA a7
Trusses require extreme care In lehdcating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI
(Bulldog Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Instatiers shag provide
temporary bracing per BCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have
a propedy attached rrgld ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing installed per BCSI sections B3,
B7 or BID, as applicable. Apply plates to each face of thus and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA•Z for standard plate positions.
ITW Building Components Group Inc. shall not he responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSIRP11, or for handling, shipping. Installation 8 bracing of trusses.
A seal on We drawing or cover page gating this drawing, Indicates acceptance of professional engineering reopondblilty solely for the
design shown. The suitability and useolthledrawingforanystructureIstheresponeldgtyoftheBuildIngDesignerperANSUMI1Sec.2.
For more information see this Job's general notes page and these web sites:
rrWBCG:wvvw.ltwbcg.com;TPl:www.tpinstorg;W7CA:www.sbdndustry.com;ICC:www1csafe.org
'
TC DL 15.Opsf
BC DL 1 O.OSf
P
O.O $f
BC LL p
TOT.LD. 45.Opsf
DRWG
'
O/A LEN. 300304
TEi•;:"(9541!475-3384
FAX: 95 .&8980
(- 97
3I20 N.R; 1611i TERRACE ,
POMPANOBEACH' PL3J064.
DUR.FAC. 1.25
JOB #: 19HSO44
SPACING 24.0"
TYPE COMN
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 74 pif at 0.00 to 74 plf at 25.95
TC: From 72 plf at 25.95 to 72 plf at 27.63
BC: From 20 plf at 0.00 to 20 plf at 10.14
BC: From 60 plf at 10.14 to 60 plf at 20.14
BC: From 20 pit at 20.14 to 20 pit at 27.63
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.
DESC. = E413
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
1
(a) Continuous lateral restraint equally spaced on member. f
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 live and U240 total Iliad. Creep Increase factor for dead load is 2.00.
Provide hanger or special connection at right end of truss for 1353 lbs.
161-5/8" + 10'9-13/16" 1'8-3/16"I
2'6" 1 25'1-9/16" v
R=1650# U=508# RL=224/-203# W=8"
(Rigid Surface)
FLORMA
QUALITY TRUSS
TELe (954) 975-3384
FAX: 1(950 978 8980
3I20 NJY.-16ttiTEKRAf E
INDr"ANO, DFACH; Pt 3306 '
DESIGN CRIT"F13C2017RESUP42014 FTIRT-20%(0%Y0(0)
2T7-9/16"
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest "lion of BCSI
uilding Component Safety Information, by TPI andWTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per BCSI. unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
noperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 53.
' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handing, shipping, Installation & bracing of busses.
Aseal on this crowing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of this drawing for any structure Is the reeponalblity of the Bullring Designer par ANSVTPI 1 Boaz
For more Information see this job's general notes page and these web sites:
ITWBCG: www.ltwbog.com; TPI: www.tpinst.og; WTCA: www.sbdndLtstry.com: ]CC: www.1ccsafe.org
T
fc
1221 01
d
N fV
N
11
R=1353# U=441#
H=H1
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40035
SCALE=0.2500
REF
DATE 03-27-2019
DRWG
O/A LEN. 270709
JOB #: 19HSO44
TYPE COMN
ID:tl UMIJ44) It4U
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3 _
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 74 plf at 0.00 to 74 ptf at 21.12
TC: From 72 plf at 21.12 to 72 plf at 25.63
BC: From 20 plf at 0.00 to 20 ptf at 10.14
BC: From 60 plf at 10.14 to 60 pif at 20.14
BC: From 20 plf at 20.14 to 20 plf at 25.63
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.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph Wnd,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B.
wind TC DL--5.0 psf, wind BC DL=5.0 psf. GCpi(+/.)=0.18
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
(a) Continuous lateral restraint equally spaced on member. t
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.
Provide hanger or special connection at right end of truss for 1271 lbs.
151-5/8" 5'11-7/8" {+— 4'6-1/8" --
=4X5
T2
W5
T3 12
3X4 Q 4.6
12 5X6
N5X6(SRS)
a3X5 6.5
'
cb T1 W3 10
wz
=2X4(A1 W1
B1 =3X5 =4X5 =3 4 I
1113X4 62
2W 1 2&1-9/16" .
25'7-9/16"
R=1539# U=471# RL=207/-169# W=8"
(Rigid Surface)
DESC.= E4C
PLT. TYP: WAVE
FLORMAA
QUALITY TRUSS
TEI:t.(95Q 975=3384
FAX, (" 978-8980
' 3120 N.W. 1613[i'TERRACE
POMPANO 1WACHj PL 330"
DESIGN CRIT-RC2017RESriM014 FT1RT-20%(0%y0(0)
QTY= 1 TOTAL= 1
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
urclI g Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shell provide
nporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
3roperly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
or BlO. as appticeble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSMI 1, or for handling, shipping, Installation & bracing of trusses.
A seal on this drawing or Cover page thing this drawing, Indicates acceptance of professional engineering responalbi0ty coley for the
sign shown. The suitability and use of this drawing for any structure la the responsibility of the Building Designer per ANSVTPI 1 Saa2
For more Information see Otis Job's general notes page and these web sites:
n WBCG: www.itwbcg.cem; TPI: wwwJpinsLcrg; WTCA: www.sbdndmtry.com; [CC: wwwJccsafe.org
4
T
I�
1
R=1271# U=435#
H=H1
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ cc 40033
SCALE=0.2500
REF
DATE 03-27-2019
O/A LEN. 250709
JOB #: 19HS044
TYPE COMN
I0D:t1ar1JU44) r t4U
Top chord 2x4 SP #2 N :T1 2x4 SP SS:
T4 2x4 SP #1 Dense:
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W7 2x4 SP #1 Dense:
Special loads
—(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC: From 74 pif at 0.00 to 74 plf at 16.29
TC: From 72 plf at 16.29 to 72 plf at 23.63
BC: From 20 pif at 0.00 to 20 plf at 10.14
BC: From 60 pif at 10.14 to 60 pif at 20.14
BC: From 20 pit at 20.14 to 20 pif at 23.63
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.
m
ca
Bo
=2X4(P
T
6-irl'
1
DESC.= E4D
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph vrind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. not located viithin 9.00 ft from roof edge, RISK CAT II, EXP B,
Wind TC DL=5.0 psf, wind BC DL=5.0 psi. GCpi(+/-)=0.18
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Calculated hor¢ontal deflection is 0.23" due to live load and 0.27" due to dead load.
(J) Hanger Support Required, by others
(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 U240 total load. Creep increase factor for dead load is 2.00.
Provide hanger or special connection at right end of truss for 1193 lbs.
1511-5/8" 1'1-15/16" 7'4-1/16" �{
2'6" 1 21'1-9/16"
23'7-9/16"
R=1424# U=429# RL=189/-135# W=8"
(Rigid Surface)
�rDerr ��rtr����.
1 LOILM&'
QUALITY TRUSS
THL:0SA WS-3384
FAX' (950 978-8986
3I?A W.W 16di TERRAf
POMPANO BEACH;PL3U 4.
DESIGN CRIT•FfiC201TREStrM014 FT/RT120%(0%y 0(0)
QTY=1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
uilmng Component Safety Information, by TPI and WTCA) for safety practices pdor to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
xoperty attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 133,
' or 1310. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
for to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Atool on this drawing or cover page Ilating this drawing, Indicates acceptance of professions[ engineering responsibility solely for the
sign shown. The sultablilty and use of this drawing for any structure Is the responsibility of the Bulimr g Designer par ANSVTPI 1 Sec.2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstog; WrCA: www.sbcindustry.com; [CC: wwwJ=afe.og
W
—co--
R=1193# U=434#
H=H1
i
REV. 17.02.02A.1213.20
SEQ = 40031
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0PSf
10.0PSf
0.0PSf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 230709
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
b:(19HSO44) /E5
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Left and right cantilevers are exposed to wind
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.
3X4(A1
e:,
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B.
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.
(a) Continuous lateral restraint equally spaced on member.
Bottom chord checked for 10.00 psf non -concurrent five load.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
13'6" 3'3-1/4" } 13'6"
1t14X5 T2 //4X5(R)
W5
03X4 (a) W5 �3X4
12 T1
6.5
W3
ip
W3
ry W2 10,
81 =4X5 =5X6 -4X5 81
25'3-1/4"
30'3-1/4"
R=1627# U=66# RL=215/-215# W=8"
(Rigid Surface)
DESC. = E5
PLT. TYP: WAVE
DESIGN CRIT"FBC2017RESRP42014FTIRT•2G%(G%V0(0) QTY= 1 TOTAL= 1
"WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and VJTCA) for safety practices prior to performing these functions. Installers shall provide
gyti 1
FLORIDA-
temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
,L .LORIDA-
a properly attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shell have 'bracing Installed per SCSI sections B3,
TRUSS
B7 or ldrawingas ops lates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
sltande
Qv�ITY
Refer o16GA-Z f rr d plate post ons'
"
t
RW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
-
TL'Li (954) 975-3384
In conformance with ANSIRPI 1, or for handling, shipping, installation 8 bracing of trusses.
'FAX: (95�975-339
49i 6-89311r^E
Asool on thIs drawing or cover pegs listing this drawing, Indicates socaptence of professional engineering responsibility solely or the
3I28 N.W.N.W li TER
design shown. The suitability and use of thle drnNing for any structure Is the responsibility of the Building Designer porANSMI I Sec.2.
P0120
Xik' 33064.
- r
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.cam; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: wwwJccsafe.org
R
fWZ-�3jX6 =3X4(Al)
1113X4
2'6"
R=1627# U=66# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 39806
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
0.0psf
45.0psf
REF
DATE 03-27-2019
DRWG
O/A LEN. 300304
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE COMN
Top chord 2x4 SP 92 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W7 2x6 SP SS:
Left cantilever is exposed to wind
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.
DESC. = E5A
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets LJ360 live and U240 total load. Creep increase factor for dead load is 2.00. 1
SND
13'6" 1 3'3-1/4" 1+ 11' -t
R=1455# U=82# RL=205/-185# W=8"
(Rigid Surface)
Q4.7t1L1 Riess
TELL' (954) 975=3384
'FAX: (0 971 4980.
3120 N NV. 16di'TERRALE . _
'OUTANO9EAClik.PL330 4.
FTIRT-Nl%(e%v 0(0)
n
2T9-1/4"
R=1165# U=78# W=8"
(Rigid Surface)
QTY= 1 T0TAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shell have
xoperly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 133,
'or B10, as applicable. Apply plates to each face of truss and position as shown above and an the Joint Details, unless noted otherwise.
nfer to drawings 16OA-Z for standard plate positions.
n W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Aseal on this drawing or cover page Haling this drawing, Indicates acceptance of professional engineering responsibility coley for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSIRPI 1 Sea2
For more information see this Job's general notes page and these web sites:
ITWBCG: www.1twbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: wwwJccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40007
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 270904
DUR.FAC.
1.25
JOB #: 19FIS044
SPACING
24.0"
TYPE COMN
D:tiartavaa) r tc
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N
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 B,
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
Continuous lateral restraint equally spaced on member.
Truss passed check for 20 psf additional bottom chard live load in areas with 42"-high x W.-wideclearance.(a)
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. \�
DESC. = E6
PLT. TYP: WAVE
1V6" T3-1/4" } 11'6"
iN
�-- 2'6" 1 263-1W 12'6"
R=1627# U=88# RL=183/-183# W=8"
(Rigid Surface)
DESIGN CRIWEIC2017REWP42014 FTIRT"2D%(G%y 0(0)
30'3-1/4"
QTY= 2 TOTAL= 2
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Instating and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) forsafey practices priorto performing these functions. Installers shag provide
bq-�� temporary bracing per SCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have
('y �.1111V.iiLLn Thy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
E17 or i j j TRUSS Refer BID, as
rags 1 figA-Z Apply
sty plat d plate each
face
of truss and position as shown above and on the Joint Details, unless noted otherwise.
s.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
fL'h: (954j 975-3354 in conformance with ANSIRPI 1, or for handling, shipping, Installation & bracing of trusses.
TAX; (930 996-8980 A seal on this drawing or cover page Ibdng this drawing, Indicates acceptance of professional angineedng responsibility coley for the
3 T X; (9 4) 917841980 E . design shown. The aWtaW5y and use of thls drawing for any structure Is the responsibility of the BWlding Designer perANSIRPI I Seat
_3,120 NO 16diWSA1 i3 RACE
. For more Information see this Job's general notes page and these web sites:
r ITWBCG: www.itwbog.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; [CC: wwwJccsafe.org
R=1627# U=88# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 39804
SCALE=0.2500
TC LL
TC DL
BC DL
BC ILL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
0/A LEN. 300304
DURYAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-HYPE COMN
Top chord 2x4 SIP #2 N
Bot chord 2x4 SIP SS
Webs 2x4 SP #3
Left and right cantilevers are exposed to wind
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.
l
9'6" 11'3-1/4"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
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. +�
Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24"-wide clearance. a
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. V
9'6"
�— 2'6" - 25'3-1/4" _ 2,6" —+�
R=1489# U=283# RL=151/-151# W=8"
(Rigid Surface)
DESC. = E7
PLT. TYP: WAVE
FLORMA
QUALITY TRUSS
TEL- (95Q 975-3384
FAX, (950 979-8980
3120 N.W. 1611i' BRACE- .
ror "ANO R"Cai FL 330"..
DESIGN CRIT-FaC2017RESnPL2714 FTIRT-20%fG%v Ole)
30'3-1/4"
QTY= 2 TOTAL= 2
**IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached dgld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
137 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-2 for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The suitability and use of this drawing for any structure Is the rasponelbl0ly of the Building Designer par ANSVMI 1 Sea2
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: www.iccssfe.org
R=1490# U=283# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 39811
SCALE=0.2500
TC LL
TC DL
BC DL
BC ILL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 3003D4
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
jomtl `Jr�JU99) /Ctl
Top chord 2x4 SP #2 N
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 4.50 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
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.
f T6"
T -1 12
6.5 G
is
�5)
l � 3X4(A1
6.1y
R=2460# U=610# W=8"
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS
Special loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 7.50
TC: From 37 plf at 7.50 to 37 pff at 22.77
TC: From 74 plf at 22.77 to 74 plf at 30.27
BC: From 20 plf at 0.00 to 20 plf at 7.53
BC: From 10 plf at 7.53 to 10 plf at 22.74
BC: From 20 plf at 22.74 to 20 plf at 30.27
TC: 403.69 lb Conc. Load at 7.53,22.74
BC: 140.65lb Conc. Load at 7.53,22.74
BC: 220.79 Ib Conc. Load at 9.56,20.71
BC: 246.15lb Conc. Load at 11.56,14.71,18.71
BC: 249.50 lb Conc. Load at 13.56.16.71
4'11-5/8" 11'4" 1 2'8" 1�- 4'11-5/8"
AYR T4 =d1
Fd"7it3M%
30'3-1/4"
T6" -�
4X5(R)
W3 T1
�5X6
W7=3X4(At)
ull
=5X14
103X5
2'6"
R=2452# U=605# W=8"
(Rigid Surface)
DESC. = ES SEQ = 40307
PLT. TYP: WAVE DESIGN CRR=FBUDITRESnP42014FTRiT-20%(D%Y0(e) QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=0.2500
}
- -
,fir �y:I�yytiA
FL 1\i.it�Jp
QUAL Y TRUSS
"WARNIN01ee READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety. Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, op chord shall have property attached structural sheathing and bottom chord shall have
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
B7 or
Refer toldrawiras gs 16OA-2 or sttande d plate positions' truss and position as shown above and on the Joint DelalB, unless noted otherwise.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, arty failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, installation 3 bracing of trusses.
Aced on this drawing or cover page listing this drawing, Indicates acceptence of professional engineering respondblilty solely for the
design shown. The suitability and use of this drawing for any structure Is the responsibility of the BulldIng Designer perANSVTPI 1 flao2
For more information see this Job's general notes peg a a ad these web sites:
ITWBCG: www.ilwbcg.wm; TPI: www1pinstorg; WTCA: www.sbcindustry.com; ]CC: www.1c�fe.org
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 1 O.Or1Sf
P
BC LL 0.0 psf
TOT.LD. 45.Opsf
REF
DATE 03-27-2019
DRWG
'.
I O/A LEN. 300304
TLLt (954) 975-3384
FAX. (925,49,78-lll
3I20-N.W 161h TERRA4= .
P011dPAiYUi3liACiI'FL33B64
r
DURYAC. 1.25
JOB #: 19HSO44
SPACING 24.0"
TYPE COMN
D:tl UMU44) Itb
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Bottom chard checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
DESC. = E9
PLT. TYP: WAVE
THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR.
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 B,
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.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load'is 2.00.
Provide hanger or special connection at right end of -truss for 863 lbs.
15'9-3/16" i5' 1 D-7/16"
2'6" 1 19'1-9/16"
R=1170# U=45# RL=191/-112# W=8"
(Rigid Surface)
FLORMA
QUAIATY TRUSS
1ML,. (954) 975=3384
FAX* (954)979-898G
'31211 PT.W.-1St1i TERRACE .
POMPANO )WACH,' PI.330B4
21'7-9/16"
FT1tT-20%fo%yo(0)
QTY=1 TOTAL= 1
12
Q 4.6
R=863# U=75#
H=H1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
87 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSUTPI 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 coley for the
design shown. The sultabillty end uss of this drawing for any structure la the responsibility of the Bullding Designer per ANSUTPI 1 Sea2.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.cam; TPI: www1pinst.og; WTCA: wwwzbdndustry.dnm; ICC: wwwJccsafe.org
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.0psf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40050
SCALE=0.2500
REF
DATE 03-27-2019
DRWG
O!A LEN. 210709
JOB #: 19HSO44
TYPE COMN
ruu.t ianouwl r cw
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Left cantilever is exposed to wind .
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 16.12 ft. from roof edge.
DESC. = E10
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM'FROM TRUSS MFR'S LAYOUT
170 mph vAnd, 15.12 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT ll, EXP B,
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.
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 Bd Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
Provide hanger or special connection at right end of truss for 772 lbs. q �
12
Q 4.6
16'7-1/8" 3'0-7/16" --1
�-- 2'6" '1 17'1-9/16" r
19'7-9/16"
R=1079# U=26# RL=200/-91# W=8"
(Rigid Surface)
DESIGN Mr-F13C2017RESRPF2114 FT/RT•20%(0%p0(0) QTY= 1 TOTAL= 1
co
o5
4
oo_
R=772# U=99#
H=H1
`
**IMPORTANT'*FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' THE INSTALLERS.
Trusses require extreme care In fabdcadng, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Informagon, by TPI and WTCA) for safety practices priorlo performing these functions. Installers shall provide
�y Oriyryti;t♦
iTVi�Vl'sTtc.
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
.8'J.e
. �- yTY TRUSS
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
W or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
tali
QUA
Refer to drawings 16OA-Z for standard plate positions.
I1 W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
TLrlf (9-40 975-3384
in conformance with ANSVTPI 1, or for handling, shipping, installation R bracing of trusses.
'FAX. (954;,.97. -8980
Asea1 on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
0 . R
S123I20 N.W.' 16t1i TELiRACE
TE
dealpn shown. The suitability and use of this drawing for any structure Is the responsibility of the Bidding Designer perANSVTPI 1800.2.
$611i ACE64.
P N. - .
r
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPI: www.tpinst.org; WTCA: www.sbdndustry.com; ICC: wwwJccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40057
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10:Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 190709
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense:
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 15.34 ft. from roof edge.
1T5-1/16"
2'6" 18 15'1-9l16"
f 1T7-9/16"
R=989# RL=2101-69# W=8"
(Rigid Surface)
DESC. = E11
PLT. TYP: WAVE
XY ORMA
QUA ATY TRUSS
TEE: (954) M-3384
PAX: (954) 978.0950
3I20 N.W. 1611i TERRACE .
POMPANO IWACIi'F PL 33064.
DESIGN CRIT"FSC20I7RESrrPIF2DI4
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.34 ft mean hgt, ASCE 7-10, CLOSED bidg, not located vrilhin 9.00 ft from roof edge, RISK CAT II, EXP B,
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.
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% le n th of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
Provide hanger or special connection at right end of truss for 673 lbs.
R=673# U=134#
H=H1
QTY= 1 TOTAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI
ulidirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
mporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
r or BI0. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
:fer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSI/'rPI 1, or for handling, shipping, installation 8 bracing of trusses.
A tool on We drawing or cover page hating this drawing, Indicates acceptance of professional engineering responsibility solely for the
rslgn shown. The suitability and use of this drawing for any structure Is the responsibility of the Bullding Designer per ANSIRPI 1 Sec.2.
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com: TPI: www.tpinsLorg; VJTCA: www.sbdndustry.mm; ICC: wwwJccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40062
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0PSf
10.0PSf
O.OPSf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 170709
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
Job:(19HSO44) / E12
Top chord 2x4 SP #2 N
.'i Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
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.
15'7-9/16"
2'6" T 131-9/16"
R=898# RL=186/-62# W=8" R=585# U=120#
(Rigid Surface) H = H1
DESC. = E12
PLT. TYP: WAVE
FLORMA
QUALITY TRUSS
0
TEL. (954) 975-3384'
FAX: (954).97"9ft
3120 RW.-16th TERRAFI .
PDX"W-NO BEACH; PL 33064,
DESIGN CRn=FBC2017RESRPF2014
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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.
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.
Deflection meets L/360 rive 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 585 Ills. SIF
1 TOTAL=1
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
xoperlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
' or B1 g, as appricable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Iter to drawings 16OA-2 for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.Ased on this drawing or cover peg Ilating this drawing, Indicates acceptance of profeWonet erglneedng responsibility solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSMI 1 Sea2.
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.00m; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: wwwJccsale.org
REV. 17.02.02A.1213.20
SEQ = 40065
SCALE=0.2500
TC LL
TC DL
BC DL -
BC LL
TOT.LD.
20.Opsf
15.0psf
1 O.OPSf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 150709
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
luua-ntlnou ) Icla
Top chord 2x4 SP #2 N
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
r•
MWFRS loads based on lasses located at least 15.00 ft. from roof edge. '
Provide hanger or special connection at right end of truss for 479 lbs.
�— 2'6" 11'1-9/16°
l 137-9/16"
R=821# RL=162/-54# W=8" R=479# U=106#
(Rigid Surface) H = H1
DESC. = E13 SEQ = 40067
PLT. TYP: WAVE D&GNCRT"FBC2a17RESrrPL201<FTRT=zoxcossvovl QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.3750
"WARNING1" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
I
�tr bye ri
.i: LOi�iLJA'
�rt�
QUALITY MUSS
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Bulldi� Component Safety Information, by TPI and WiCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or
Refer of drawings 16OA-2 for stands d plate positionslates to each face { �� and position as shown above and on the Joint Details, unless noted otherwise.
n W Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Areal on title drawing or cover page Ilstitg this drawing. Indicates acceptance of professional engineering responsibility solely for the
design shown. The sultabi0y, and use of thle drawing for am/ structure Is the raeponalblOtyof the Building Designer perANSVTPI 1 Sec.2.
For more see this pinstjob's rgeneral VTCA:notes page and these om;IC ter:
ITWBCG: www.ilwbcg.cam; TPI: www.tpinst.org; WiCA: www.sbdndistry.cam; ICC: wwwlcasefe.org
TC DL 15.Opsf
BC DL 10.0 Sf
p
BC LL O.Opsf
45.0 sf
TOT.LD. p
DRWG
'
O/A LEN. 130709
TELfTLLZ (954) 775 3384
(9SQ 9i8-8980
3320 X,<V. 161H 8-1103TERACE
Pf AD"OREACli PL13064
r
DUR.FAC. 1.25
JOB #: 19HSO44
SPACING 24.0"
TYPE MONO
b:(19HSO44) / E14
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
jam— 2'6" 91-9/16"
11'7-9/16"
R=736# U=4# RL=139/-46# W=8"
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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.
Right end vertical not exposed to wind pressure.
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.
Provide hanger or special connection at right end of truss for 379 lbs.
R=379# U=91#
H=H1
DESC. = E14
PLT.TYP: WAVE
DESIGN CRIT-RC2017RES/TP42114FT1RT•2f1%(0%)r0(0) QTY=1 TOTAL=1
"WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
gray ®yryyr�
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shell have
�RJ'p
TTY MUSS
a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing Installed per SCSI sections B3,
B7 or to each face f truss and position as shown shwa and on the Joint Details, unless noted otherwise.
standard
'CCU
Refer todrawings16OA-Z for plate �tionslates
RW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
_
'I'L"L:.(954) 975-3384
in conformance with ANSIr PI 1, or for handling, shipping, installation & bracing of trusses.
-
PAX: (954).W54380
, 0
Aseat on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
3I2ti 1613i'6-3980�
TERRACE
design shown. The sultsdlity, and we of this drawing for any structure Is the responsibility ofthe Building Designer perANSUiPI 1 8ea7.
POMPANO H6111i ,
I- PL 338 .
r
For more information see this Job's general notes page and these web sites:
rrWBCG: www1twbog.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; ICC: wwwJccsafe.og
REV. 17.02.02A.1213.20
SEQ = 40069
SCALE=0.3750
TIC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10.0psf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 110709
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
b:(19HSO44) / G1
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N :81 2x4 SP #1 Dense:
Webs 2x4 SP 93
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
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.
DESC. = G1
PLT. TYP: WAVE
All plates are 2X4 except as noted.
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
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.
(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 Q 6" oc.
-,V�(.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load Is 2.00.
j
` P
Provide hanger or special connection at right end of truss for 1037 Ibs,
(J'p\!
v E
13' 10-1 /2" } 11'4-112"
�-- 2 6" } V 227
I- 263"
R=1347# U=46# RL=211/-1gl# W=8"
(Rigid Surface)
TT FLORA
UTY TRUSS
TI±L:(95Q 975=3384'
FAX. (954) 978 9980
. 120 N.W. 16th TERRACE POMPANO BEACH, .PL 330".
DESIGN CRn=FlIC2017RESIfPF2014
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord shall have
xoperly attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing installed per BCSI sections B3,
'or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
ddrawings awings 160A-Z for standard plate positions.
ITV/ Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSI/TPI 1, or for handling, shipping, installation a bracing of trusses.
Aeast on this drawing or cover pegs fleling this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitabillty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 SacZ
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbeg.com; TPI: www.tpinsLorg; WTCA: www.sbdndLrtry.com:ICC: wwwJccwfe.org
T 1 2'4" ---{
R=1037# U=55#
H=H1
REV. 17.02.02A.1213.20
SEQ = 39941
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 250300
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE SPEC
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 Dense :B2 2x4 SP SS:
Webs 2x4 SP #3
Left cantilever is exposed to wind
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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.
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load. r
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 7
Provide hanger or special connection at right end of truss for 1037 lbs. °w
f 13'10-1/2" 11'4-1/2"
�- 2'6" 1 22's^
25'3"
R=1347# U=46# RL=211/-191# W=8"
(Rigid Surface)
R=1037# U=55#
H=H1
DESC. = G2 SEQ = 39937
PLT. TYP: WAVE DESIGN CRIT=FBC2017RESrrM014FTIRT-2an(BxyDID) QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=0.2500
•'WARNINGIa• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
•IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
TC LL 20:Opsf
REF
DATE 03-27-2019
•may OysMA
i'L S13
,+ +Iei••Y • RUSS
Trusses require extreme care In fabricating, handflng, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safely practices prior to performing these functions. Installers shag provide
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locators shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for my deviation from this drawing, any failure to build the truss
"I wnfonnance wdh ANSVTPI 1, or for handling. shipping, Installation & bracing ofbusses.
A seal on We drawing or cover page hatingestltbNWis drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown.Thuitabilityenduseofdmvdngfor any sctureIsthe responelbi0tyofthe BulldingDesigner per ANSVTPl1SooZ
For more information see this Job's general notes page and these web sites: r9
ITWBCG: www.itwbcg.eom; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ]CC: wwwlccsale.o
TC DL 15.Opsf
BC DL 1 O.Onsf
r
O.Or�$f
BC LL r
TOT.LD. 45.Opsf
DRWG
C! ..
O/A LEN. 250300
T L.o( 4i 975w=4
FAX. (950 517fG8980
'3I2(IN.W.1617i'T1312IlJ1Q:,
PIDWANO )MACH, IYL 330".
r
DUR.FAC. 1.25
JOB #: 19HSO44
SPACING 24.0"
TYPE SPEC
u.t ronauwl r mo
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3 :W1 2x6 SP SS:
(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.
MWFRS loads based on trusses located at least 15.06 ft. from roof edge.
R=1070# U=55# RL=181/-181# W=8"
(Rigid Surface)
DESC.= G3
PLT. TYP: WAVE
=Trr;;FF��LyO�Ra>MAAytc G�
Qalt1L11 1 RV SS
TEE. (9$Q'975-3384
'FAX: (954).998-8980
312014.W. 16th TERRACE
PO1l ANO SEACH pL 33064,
170 mph wind, 15.06 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B.
wind TIC 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.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
1 V4=1/2" 114-1/2"
DESIGN CRR"FaC2017RESMIL2014
huanotrt/
22'9"
R=1070# U=55# W=8"
(Rigid Surface)
QTY=1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
ilding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide
Iporary bracing per SCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have
ropedy attached dgld calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83,
or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
'er to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lass
onformance with ANSVTPI 1, or for handling, shipping, installation & bracing of lasses.
Asest on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
Ilgn shown. The suitability and use of We drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Soo.2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstog; WTCA: www.sbcindwtry.com; ICC: www.lcmafe.org
REV. 17.02.02A.1213.20
SEQ = 39945
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 220900
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
N.11--) /U9
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 Dense :B2 2x4 SP SS:
Webs 2x4 SP #3
Left cantilever is exposed to wind
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM -FROM TRUSS MFR'S LAYOUT
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 B,
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.
(J) Hanger Support Required, by others Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SR8 SPF-S or better "T" reinforcement. 80%gth 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 7.50 ft. from roof edge. Deflection meets L/360 live and U240 total load. Creep Increase factor for dead load is 2.00. fz `
Provide hanger or special connection at right end of truss for 1010 lbs.
r 13'10-1/2" 10'9-1/2"
2 6" 227
R=1320# U=249# RL=208/-184# W=8"
(Rigid Surface)
r
DESC. = G4
PLT. TYP: WAVE DESIGN
FLORMA
QUA ATY TRUSS
TEL1.(954) 875=3384
VAX., (954) 978-8980
`3120-N.%V, I&ETETtItACE'
PIDbWANO DEACRi PL 330"
24W
QTY= 2 TOTAL= 2
**IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabdcating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or BID, as applicable. Apply plates to each face of burs and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
frW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In wnformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or cover page Ilellng this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The sultabllty and we of this drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 SecZ
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.wm; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: wwwJ=safe.org
R=1010# U=211#
H=H1
REV. 17.02.02A.1213.20
SEQ = 39949
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
1 O.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 240800
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE SPEC
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N :B2 2x4 SP SS:
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
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.
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 B,
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.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. Or 1x4 93SRB SPF-S or better "T" reinforcement. 80% length of
web member. Attached with ad Box or Gun (0.113"x2.5",min.)nafls @ 6" oc.
Deflection meets U360 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 1010 lbs. � q
12'6" 2'9" 9'5"
—2,6„ 222"
24'8"
R=1320# U=251# RL=186/-162# W=8"
(Rigid Surface)
DESC.= G5
PLT. TYP: WAVE DESIGN CRT-FBC2017RES"I-2014Fr1RT"20%(016y0(0) QTY= 1 TOTAL= 1
**IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
y�y �ys,p�ti�
temporary bracing per BCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have
1��
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
�7 rLT�trR�M
•gyp r Tres•
B7 or 810. as applicable. Apply plates to each face of truss and position as shown above and an the Joint Details, unless noted otherwise.
QLii1i11 1 �AV
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
TEE: (9SO 975-3384
in conformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses.
'FAX: (954j 976.8980
(954j 9
Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
TE
3IF X: TERRACE
N.WAVO
deslgn shown, The eWtebigty, and use of this drawing for any structure Is the re ponslblgty ofthe Bullding Designer perANSIRPI 1 SecZ
R CE . ,
E 3MO B1:ifi
r
For more information see Ws job's general notes page and these web sites:
ITWBCG: www.itwbeg.com; TPI: www.tpinsLorg; WTCA: www.sbcindustry.com; ICC: wwwJccsafe.org
R=1010# U=213#
H=H1
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
0.0psf
TOT. LD.
45:Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 39954
SCALE=0.2500
REF
DATE 03-27-2019
DRWG
O/A LEN. 240800
JOB #: 19HS044
TYPE HIPS
U:(l anov ) r V0
Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense:
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
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.
DESC. = G6
PLT. TYP: WAVE
THIS UWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FRVM TRUSS MFR'S LAYOUT
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 B,
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.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "r reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
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 1018 lbs. �fj
f 10'6" 67 T5"
�— — 2'6" 22'2"
i- 24'8"
R=1311# U=252# RL=154/-130# W=8"
(Rigid Surface)
DESIGN CRIr FBC2017RESfrPI-2014 FTIRT-2WA0Y,v0(0) QTY= 1 TOTAL= 1
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide
�riYy1� temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
w �r T 1it\..iiiiJJ a properly attached rigid coifing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections S3,
B7 BID, as QUALITY TRUSS Refer o cla wings 16BA-Z � standard plate positions' Was and position as shown above and on the Joint Details, unless noted otherwise.
I1W Building Components Group Inc. shall not be responsible for any deviation from this drevving, any failure to build the truss
TEL. (954} 975-3354 in conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses.
FAX.L. (9SQ 9?5-3390 Asent on this drawing or cover page rating this drawing, Indicates acceptance of professional engineering responalMtity solely or the
312-0 .(954).ii8.8930 E design shown. The sultablilty and use ofthlsdrawing for any structure Is the responaldtityoftheBulldingDesigner perANSIMIIBaeJ+
BUMI'ANO fliER 3$06d. For more information sea this jobs general notes page and these web sites:
REACH, ITWBCG: www.itwbcg.mm; TPI: www.tpinstorg; WTCA: yvww.sbdndmtry.com; ICC: www.1cmafe.org
R=1018# U=218#
H=H1
REV. 17.02.02A.1213.20
SEQ = 39956
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.OpSf
15.0PSf
10.0PSf
0.0PSf
45.OpSf
REF
DATE 03-27-2019
DRWG
O/A LEN. 240800
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPS
..t r.ng) r V r
Top chord 2x4 SP #2 N
Bot chord 2x4 SP 92 N
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 B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
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.
8'6" 1 167
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 pill at 0.00 to 74 plf at 24.67
BC: From 20 pif at 0.00 to 20 plf at 24.67
TC: 42.65 lb Conc. Load at 5.54
BC: -19.10 lb Conc. Load at 5.54
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
(a) Continuous lateral restraint equally spaced on member. Or tx4 #3SRB SPF-S or better "1' reinforcement. 80% length of
web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
Provide hanger or special connection at right end of truss for 1020 lbs.
�+-- 2'6" 1 227 r
2N8"
R=1332# U=388# W=8"
(Rigid Surface)
DESC. = G7
PLT. TYP: WAVE
-FLORMA
QUALITY TRUSS
TELL (954) 975-3384
VAX. 954).019 8980
3120 N �[ 1,6& TERRACE .
!'OA 0*1 BxAC1i'l OL 3304
DESIGN CRIT-FaC2017RESRP42(114 FT1RT-20%(0%)10(0)
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabdcating, handling, shipping, installing and bradng. Refer to and follow the latest edition of SCSI
ling Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
xary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
party attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83,
B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
to drawings 160XZ for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
rformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
Aseet on this drawing or cover pegs listing this drawing, Indicates acceptance of professional engineering responsibility moiety for the
n shown. The sulhblilly and use of this drawing for any structure Is the responslbi5ty of the Building Designer per ANSVTPI 1 Seo.2.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; ICC: wwwlccsafe.org
R=1020# U=239#
H=H1
REV. 17.02.02A.1213.20
SEQ = 39961
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0PSf
10.0PSf
O.OPSf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 240800
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPM
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Left side jacks have 6-6.0 setback with 2-6-0 cant and 0-0-0 overhang. End jacks have 6-&0 setback with 2-6-0 cant and
D-0-0 overhang. Right side jacks have 0-" setback with 0-0-0 cant and 0-0.0 overhang.
1 6'6"
2'6" 22'2"
24'8"
R=1323# U=276# W=8"
(Rigid Surface)
187
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
#1 hip supports 6-6-0 jacks W/2 panel TC and no end vert.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
Provide hanger or special connection at right end of truss for 1106 lbs.
R=1106# U=230#
H=H1
DESC. = G8 SEQ = 39972
PLT. TYP: WAVE DESIGN CRIT-FBC2017RESrrPL2014FT/RT.2o%(o%va0) QTY=1 T0TAL=1 REV. 17.02.02A.1213.20 SCALE=0.2500
•'WARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
- -
Oyy y<rr�,
.•rcre•RM�
i it
„(,tU.,a it •rrtr y .rRYTsS
'ter 'A.T 11 �J
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 180A-Zfor standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from INS; drawing, any truss difailure to build the t
in conformance with ANSUTPi 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
deslgnshown, The sultablillyand ulleofthis drawing for any sWcturolsthe responsidltyofthe BulldingDosignerperANSUiPi1Sec.2.
For more information sea .tpinsb's general notes page and these web sites:
ITWBCG:wvrw.itwbcg.com;TPl:www.tpinstorg;WTCA:www.sbcirdusby.com;ICC:wwwlcaafe.org
TC DL 15.0psf
BC DL 1 0.0 pSf
BC LL O.Opsf
TOT.LD. 45.Opsf
DRWG
I O/A LEN. 240800
TJELc (9SQ 97SL3394
'FAX, (950,97.8-6980
3I21lIJti1.161]i2T1iRACE,
POWANO BRACA VL ��
r
DUR.FAC. 1.25
JOB #:19HSO44
SPACING 24.0"
TYPE H I PM
.A i wna�f r m
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
Special loads
(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 74 plf at 0.00 to 74 plf at 4.13
TC: From 37 pff at 4.13 to 37 plf at 7.60
TC: From 74 pit at 7.60 to 74 pit at 15.21
BC: From 20 pit at 0.00 to 20 pif at 4.13
BC: From 10 pit at 4.13 to 10 pit at 15.21
BC: 4.38 lb Conc. Load at 4.13
BC: 1020.43 lb Conc. Load at 6.06
BC: 1017.51 lb Conc. Load at 8.06
BC: 1009.50lb Conc. Load at 10.06.12.06,14.06
R=2317# U=509# W=8"
(Rigid Surface)
DESC. = H1
PLT. TYP: WAVE DESIGN
FLO. I
9LUAUTY TRUSS
TEL: (954) 975-3384
FAX. (984) 47$4930
3I20N. V.1"'rERRe11ME'
PUMYANO DEACi t FL 33064.
LAYOUT
2 Complete Trusses Required
Nail Schedule:0.1 @12. min. nails -,
Top Chord: 1 Row @4.50" .c.
Bot Chordal Row @ 4.50" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between. rows and stagger nails
in each row to avoid splitting.
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.60 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
T7-1 /4" T7-1 /4"
m 4X5
QTY= 1 PLIES= 2 TOTAL= 2
R=3945# U=888# W=8"
(Rigid Surface)
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabdcating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BC51
(Building Component Safety Information, by TPI and VVrCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property atlached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3.
B7 or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions. '
17W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSWTPI 1, or for handling, shipping, installation 8 bracing of trusses.
Ased on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responslbi0ty solely for the
dealgn shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2
For more Information see this Job's general notes page and these web sites:
ITWBCG: wwvvJIwbcg.com; TPI: www.tpinstorg; VVTCA: www.sbcirrdtistry.com: Ice: wwwJccsafe.org
REV. 17.02.02A.1213.20
SEQ = 39982
SCALE=0.3750
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 150208
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
Job:(19HS044) / H2
Top chord 2x4 SP SS :T2 2x6 SP SS:
Bot chord 2x4 SP SS :B2 2x6 SP SS::B3 2x4 SP #2 N:
Webs 2x4 SP #3
Special loads I
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 pit at 0.00 to 74 pif at 17.71
BC: From 20 plf at 0.00 to 20 plf at 17.71
BC: 100.00 lb Conc. Load at 9.71,11.71
Wind loads and reactions based an MWFRS with additional C&C member design.
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.
DESC. = H2
PLT. TYP: WAVE
ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
('*) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning
requirements.
170 mph Wnd,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge,
RISK CAT Il, EXP B.
vrind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
Calculated horizontal deflection is 0.22" due to live load and 0.42" due to dead load.`
(J) Hanger Support Required, by others
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 782 lbs.
1 101-1/4" 1T7-1/4"
j�- 2'6"
B1 -
f 6'8-1/2" + 810-5/8" 2'11-3/8" —�
R=1097# U=171# RL=150/-130# W=8"
(Rigid Surface)
MORMA
RUAUiTY TRUSS
TLM. (95Q 975-3384
FAX: (954) 975-8980
'3120 N.W. 169i TERRAC13 .
POMPANO DUACHI PL 3311
DESIGN CRIT"F13C2017RESnP1.2014 FT1RT-2a%(0%Jr 0(0)
1 T8-1 /2"
QTY= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by Tot and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
87 or 1310. as applicable. Apply plates to each lace of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSMI 1, or for handling, shipping, installation & bracing of busses.
Aseai on this drawing or aver page listing title drawing, Indicates acceptance of professional enrginearing responelbinty solely for the
design shown. The sultablllty end use of this drawing for any structure Is the responsibility of the Bulidlnrg Designer per ANSIrTPI 1 Sec.2.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.cam; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; [CC: wwwJrxsefe.org
R=782# U=97#
H=H1
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
1 O.Opsf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 39929
SCALE=0.3750
REF
DATE 03-27-2019
O/A LEN. 170808
JOB #: 19HSO44
TYPE SPEC
P
b:(19HSO44) / H3
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N :B2 2x6 SP SS:
Webs 2x4 SP #3
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25)
TC: From 74 pif at 0.00 to 74 plf at 17.05
BC: From 20 plf at 0.00 to 20 plf at 17.05
BC: 100.00 lb Cone. Load at 9.71,11.71
Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load Is 2.00.
DESC. = H3
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE
All plates are 2X4 except as noted.
TRUSS
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 B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to Wind
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on lasses located at least 15.00 ft. from roof edge.
Provide hanger or special connection at right end of truss for 755 lbs.
101-1/4" i
V1-5/8" 5'9-3/4" — �{
i 2'6" 14'6-5/8"
B1
6'8-1/2" 1 8'0-5/8" 2-3-1/2"
17'0-5/8"
R=1063# U=167# RL=124/-53# W=8"
(Rigid Surface)
FLORMA
QUALITY TRUSS
TE'L- (954)'97!0384.
FAX, (950 97S-8980-
3120-N.W:-161h't'ERRACE
iOMPANO JMACY1i.PL 330"
DESIGN
QTY=1 TOTAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bradng. Refer to and follow the latest edition of SCSI
Com
for
temporary bracing per nent CSI! unless noted othenvis . tnformation. by Tot and op chord safety
properly ctices prior to attached structural sheathing and bottom chord these functions. Installers shall srovide
hall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83,
B7 or 810. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
INd Building.Camponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the tens
In conformance with ANSIRPI 1, or for handling, shipping, Installation 8 bracing of trusses.
A seal on this drawing of cover Pappe listing this drawing. Indicates acceptance of professional engineering responsibility solely for the
design shown. The suitability and uses atthh drawing for any structure Is the maponsiblilly of the Building Designer per ANSY PI 1 Beo2
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; Ice: wwwtccsafe.org
R=755# U=132#
H=H7
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.0psf
BC DL
10.0psf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 39920
SCALE=0.3750
REF
DATE 03-27-2019
DRWG
O/A LEN. 170010
JOB M 19HSO44
TYPE SPEC
,b:(19HSO44) / H4
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N :B2 2x6 SP SS:
Webs 2x4 SP #3
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25)
TC: From 74 plf at 0.00 to 74 plf at 15.05
BC: From 20 pif at 0.00 to 20 pff at 15.05
BC: 100.00lb Conc. Load at 9.71,11.71
Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
10'11-5/8"
12
6.5
0 3X1
�— 2W } 81 12'6-5/8"
6'8-1/2"
R=947# U=155# RL=234/-81# W=8"
(Rigid Surface)
DESC. = H4
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 3X4 except as noted.
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK
CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
,
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.
Provide hanger or special connection at right end of truss for 685lbs.
4'1" —�
8'41/e" 3r1/2"
1 TOTAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
s�"°e
uy�
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
tir,+r O�ry IY1 ♦
temporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
.L1rL1r�Jt�>LLt7.7rT
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
QUA41 !M SS
able. ly platestoeachface of truss and position as shown above and on the Joint Details, unless noted otherwise.
i j
Refer to drawingssapplicable.
1 for standard p positions.
ITW Building Components Group Inc. shag not be responsible for any devialion from this drawing, any failure to build the truss
TELL (954) 975;3384 -
In conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. ,
'FAX: (95'U.0107 8980
Ased on this drawing of cover page Ileting this drawing, Indicates acceptance of profosalonal engInsedng responsibility solely for the
M.W 16t}i TERRACE
design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Seo2
.23120 .
PONWANOBEACH;PL33064.
For
ITWBCG:www.ltwbetnwm TPI: see vlh nstboraeneral WTCA:wwwsbdndusa and try.c web sites:
cg. tp' g try.com;ICC: wwwJxsele.org
R=685# U=171#
H=H1
REV. 17.02.02A.1213.20
SEQ = 39918
SCALE=0.3750 ..
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 150010
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIPM
b:(19HSO44) / H5
Top chord 2x4 SP #2 N
Bot chord 2x4 SP SS
Webs 2x4 SP 93
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
DESC. = H5
PLT. TYP. WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 It from roof edge, RISK CAT II, EXP B.
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.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load. fEt
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 448 lbs.
r 121-7/8" 20-3
4.6 p
2'6" i 10'6-518"
13'0-5/8"
R=796# U=56# RL=228/-49# W=8"
(Rigid Surface)
„
FLORIDA
QUALYT'Y TRUSS
TEE: (9541975-3384
FAX,- (954) 978-898R
3120 N.W. -167idVrE RR ACE
POAVANO 13ACH/ PL 330lid
DESIGN CRIT"FBC2017RESfrM014
QTY=1 TOTAL=1
R=448# U=177#
H=H1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tmsses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uilding Component Safety Information, by TPI and VVTCA) for safety practices pdor to performing these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
noperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
'or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
fifer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
Aseal on this drawing or cover pegs Ilating this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer porANSVTPI 1 Sec.3,
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: wwwsbcindmtry.mm; [CC: wwwJccsafe.org
REV. 17.02.02A.1213.20
SEQ = 39883
SCALE=0.3750
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 130010
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE SPEC
b
b:(19HSO44) /H6
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
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 11, EXP B.
vdnd 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
(J) Hanger Support Required, by others
Bottom chord checked for.10.00 psf non -concurrent live load.
r 7'3-15/16" 3'8-11/16" �{
12
6.5 p
v
�3X4(B2 W1
s�rr
8'6-5/8"
11'0-5/8"
R=817# U=246# W=8"
(Rigid Surface)
DESC: = H6
PLT. TYP: WAVE DESIGN CMT"FSC2017RESrrPF2114
12
4.6 p
W3
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Special loads
-(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 74 plf at 0.00 to 74 plf at 7.33
TC: From 36 plf at 7.33 to 36 plf at 8.79
TC: From 72 plf at 8.79 to 72 plf at 11.05
BC: From 20 plf at 0.00 to 20 pif at 7.19
BC: From 10 plf at 7.19 to 10 pff at 8.79
BC: From 20 plf at 8.79 to 20 plf at 11.05
TC: 121.09 lb Conc. Load at 7.19
TC: 163.40 lb Conc. Load at 8.79
BC: 47.73 Ib Conc. Load at 7.19
BC: 74.00 Ib Conc. Load at 8.79
Right end vertical not exposed to wind pressure.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
Provide hanger or special connection at right end of truss for 573 lbs.
R=573# U=203#
H=H1
QTY= 1 TOTAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Budding Component Safety Information, by TPI and WTCA) for safety practices prlorto performing these functions. Installers shall provide
•� ��y"�A temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
i L1r 1/1ViiLLn a properly attached rigid wiring. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or 2UA+jT j TRUSS Refer toldrawinggs 16OA-Z � stanch d plate positiontes to each face s' � and position as shown above and on the Joint DetalN, unless noted otherwise.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
T-.Li.i (954) 973-3384 in conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.
TEI7 c (950 978-3380 A sea] on this drawing or aver page dating this dmrdng, Indicates acceptance of professional engineering responsibility solely for the
312p N.W. 4), 9i TERRACE design shown. The sulnbidty, and uas of this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Sec].
For more information see this Job's general notes page and these web shes:
POMPANO. MA,Ct3 Pt 33084. ITWBCG: www.itwbcg.am; TPI: www.tpinstorg; WTCA: www.sbdridushy.mm; [CC: www.icmafe.org
e
REV. 17.02.02A.1213.20
SEQ = 40717
SCALE=0.3750
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 110010
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
-HYPE SPEC
iD:(1 bIH jU44) I Ki
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS::W2 2x4 SP #2 N:
Special loads
(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 2.73
TC: From 37 plf at 2.73 to 37 plf at 9.44
TC: From 74 plf at 9.44 to 74 plf at 12.17
BC: From 10 plf at 0.00 to 10 plf at 12.17
TC: 100.21 lb Conc. Load at 2.76, 9.41
TC: 27.66 lb Conc. Load at 4.79, 6.79, 7.37
BC: 3754.94 lb Conc. Load at 1.43
BC: -86.52 lb Conc. Load at 2.76, 9.41
BC: 2103.21 lb Conc. Load at 3.35
BC: -28.71 lb Conc. Load at 4.79, 6.79, 7.37
BC: 2131.28 lb Conc. Load at 5.35, 7.35
BC: 2418.27 lb Conc. Load at 9.43
BC: 2366.27 lb Conc. Load at 11.35
N
DESC. = K1
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S
2 Complete Trusses Required
a
Nail Schedule:0.128"X3", min. nails
Top Chord: 1 Row @12.00" o.c. -
Bot Chord: 2 Rows @ 2.50" o.c. (Each Row)
Webs :1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
12" D.C. spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 12"
170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
�-- 2'8-3/4" r 6'8-1/2" 78-3/4"
R=7976# U=2057# W=8"
(Rigid Surface)
-FLORMA:
QUALWY TRUSS
TEL: (9SQ 87"r3384
'FAX: (950,gr78-s980
3I20 N.t{G 16th'rER1tACM PIDAVANO DEACH; PL 330k
DESIGN CRIT•F6C2017RESRP42DI4
1 PLIES= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 133,
87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses.
A semi on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The suitability and use of this drawing for any structure Is the rasponslbl0ty, of the Sullding Designer per ANSVTPI t Sec.2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.ilwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbardustry.mm; [CC: wwwJccsafe.org
10310
R=7728# U=1434# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 41430
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 120200
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMI
., C)
ievie.i and 'approved
11'E opy
F[ ORIDA QPAL ITY TRUSS
FLORIDA, 3625 PARK GENTRALBLIVD NORT1-{
Ur TU POMPANO MACH., FL,
PHONE -. (9541975-33B4 FAX (S54j978; 8,990
-' H-MAIL: f(q4 60011soull'
5®i7P�.iPR �i ASH FL -
PROJECT gQCVD
PROJECT NAME&ADDUP S
6 - -
© 'T
Clr�rCoist� r t 7",
CoN 5�A� CTORI'DUILDER V I�--�- ,- LOTIBLOCI<OZL-
"
NiODELIELBIATIOH JOB# �
or fhe trusses ilsRed on the a((achedsealedlnd�sheef have 4.en designed
;{ S-Mr MEIl�7a i certify that 'be engfneering f
! orc4lrt fiance vrl(h ffie �larla'a E3ujldfng code.20i7 fhe (cusses have been designed to provlderesis ance
and checked f p
s: I
faWjnd and forgesas required by, the farlovingprovlsloti
FLOOIt'fRUSSEs
TRUSS �.OA®iNG COf�YDITtOt�( ktf�oF��'FRtISSES -
TOP CHORD LIVE LOAD
Top CHORD DEAD LOAD %
BOirOM.CHORD LIVE LOAD 1
ORD DEAD
gOTrOM CIi LOAD
TOTAL LOAD
DURATION FACTOR
ND ANALYSES ASCE 7=-10 170 MPH J
E}(p08UFtE CA'fAGOP.Y "�— I- ---
MEAN ROOF HEIGHT
(coMPUTER•PROGRaM USED FOR DESIGN: ALPINE
dance With Flor[Oa Statude 6'{G45 3 .003. the pages numberedt tlzru
AfEached Is a index sheet subrri(tted in accor roVad"by me. As Wlt�dss by my seal,l hereby certify that th, above.
are photocopies 0f the original design and app knowledge ;arid belief.
Information Is true and correct to the Best of my
,. - r���iN11111(llrl/�1f
ham`°�a�• v�GfENS���°ice
L.
NIKMET TUMER TUMAY, P.E. h ;
Ft_. REG. #150109 No 501.09
3500 N.W: 2nd AVE. _-
: SUITE1708'; STAT F
gO�A RATot�i, FL 33431 s ' � tv
AVK 0 2 2019 mar s� .... • �````�,
ANCHORAGE AND RESTRAINT OF LATERAL BRACING
THIS
IS
A DANGEROUS CONDITION
sI1ESTIDNc _..
FIG. 1
COMPRESSION WEBS,
TO PREVENT THIS
1
1
BEFORE AND AFTER
FAII.URE,Q$
FI
II
BUCKLING.
I
OR RESTRAIN THE
LATERAL BRACINGI
11
1
11
1
I I CONTINUOUS LATERAL BRACING
1
USE METHOD SHOWN IN
(CLB) MAINTAINS SPACING, BUT
PERMITS LATERAL BUM;LWG
FIG. 2. 3A & 3H, OR
OF ALL WEB MEMBERS AT
ANOTHER STRUCTURALLY
THE SAME M113L
SOUND METHOD SPECIFIED
BY PROFESSIONAL
BEARING FOR TRUSSES
ENGINEER OR ARCIUTECT.
FIG. 2 FIG. 3A
EXAMPLE
=. ANCHORAGE BY BUILDING DESIGNER DIAGONAL BRACE RESTRAINT (OW
" (OTHER ANCHORAGE PROVISIONS WITHIN THE UNIT (SA & 3B)
OTHER TYPES OF WALLS). --- -
r—SHEATHING—SBEATHIIiG
COMPRESSION WEB.
ANCHORAGE (BY BUILDING SLOPING OR VERTICAL.
:f.:.DESIGNER) INTO SOLID END APPROK. 08 NE®IN6
WALL — RESTRAINS LATERAL BRACININ G.
BRACING. THEREBY
PREVENTING WEB BUCI LING.
CLS CLB
COMPRESSION WEB 2X4 #S OR STUD GRADE DBR NAM
CEBBLG TO OPPOSITE SIDE OF WEB AND
REPEATED AT APPROXI(AMY 20 FOOT
n CE[LDIG INTERVALS TO RESIST LATERAL MOVEMENT.
DBR MAY TRAVERSE MORE THAN TWO ATTACH TO WEBS WITH
TRUSSES, DEPENDING ON TRUSS HEIGHT. (2) 18d COMMON (OS62- X 8.8-=M NAILS.
-WMM'hoawn nG-MD AND 7Q=W ALL gaMi
.s o 2. 6�tln— abtvninr. 1nstaDinf —A bmaini• adar to and sower
D= (ttattdtas C®p—t add tdonmattop. to .m tttreJ for ..fd7 saaaUa•a prlar to padormina
tb... fm,ottm. bal.Daa .b.� �.w t�a� ur.doa 11® 1lol now ottaar„t... +� oba a
ab.0 Lar. Daeysb dt.ubd .leap and pmaL end better .Dore Mu Lan � ptoyab .da&PM Hdd
1111Teaalaf, Mau .Loan !aa p.rmanel ldaeal nMtot d I.b ab.D Lan be.atai b.t utl y" 8 d
..dtma to 4= B7 aw lbb pb'� {ageaai tudea pap for soar. ldmmatba.
�0RUM- 1Dltutau COP! 01 710 D291011 t0 Dt7fA17I,A0N,.CaF>g!�7.Pa•
.. m au9dfes oamnoeeol. G� Mon. (IIIBM ab.D mot b: a�y�p� Loa a r &.kum from tug
Binding CompwmU Group bx. m1 l.Dma L lba trams b arm.m. nub 1SL or L2¢lnatle4' LanmL+(. ablD4lal. taat•�W t
badna of t.na.a. nVXG eam.otor PIMU an m.aa of m/Wtw+ (IFJVBM AMU Aaaa pad. 0/40/60
QVL►art/ m1 C. �•o �oo to ma �� of t=n. > ,.ma®.f�0` =,d- .ems •mod v
far w tmu oompanmt d.dp .no` 100 Pn°'.ad n. of tbl. oompo�t far .� LoDdtoa ,. 1L.
of
ths •7LhCf a.i
Earth City. MD WOaS .LdoarPv]CC Ilrlemafao:a
THE DRAWING BELOW (FIG. 3H) SHOWS HOW TO RESTRAIN THE
CONTINUOUS LATERAL BRACING (CLB —). WHEN ANCHORAGE
IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL
BRACE RESTRAINT (DBR — ) MEMBERS ARE MWS,
THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM
CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED. DIRECTLY TO
THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME
NAILING SHOWN IN FIG. 3A.
FIG. 3B
REF BRACE RESTRAINT
DATE 1/1/09
DRWG BRCI.BANCO109
GENERAL NOTES
Trusses are not marked in any way to identify
the frequency or location of temporary lateral
restraint and diagonal bracing. Follow the
recommendations for handling, Installing and
temporary restraining and bracing of trusses.
Refer to Rr�cl Guide to Good Practice for
Handling In_stallinq Restraining & Bracing of
Metal Plate Connected Wood Trusses for more
detailed Information.
Truss Design Drawings may specify locations of
permanent lateral restraint or reinforcement for
individual truss members. Refer to the jiCS1-B3
Summaly Sheet — Permanent Restraint/Bracing
of Chords & Web Members for more information.
All other permanent bracing design Is the
responsibility of the Building Designer.
NOTAS GENERAL
Los trusses no estan marcados de ning6n r
identifique la frecuenda o localizad6n de restrict
y ardostre diagonal temporales. Use [as recome
de manejo, instalad6n, resMcd6n y arriostre to
los trusses. Vea el folleto SCSI Gufa de Buen
Los dibujos de dice"no de los trusses pueden espedf
localizadones de restrlcd6n lateral permanente o r
en los mlembros incilviduates del truss. Vea b
resumen SCSI-B3 — Restdcd6n/Anioshe Permane
Cuerdas Y Mlembros Secundados pat m6s Infom
El resto de los dLsefios de artostres pernanentes
responsabilidad del Diss"nador del Edifido.
Q The consequences of improper handling, erect
Ing, Installing, restraining and bracing can result
In a collapse of the structure, or worse, serious
personal Injury or death.
El resultado de un manejo, levantamiento,
instalad6n, restricd6n y arisotre incorrecto puede
ser la cafda de la estructura o adn peor, heridos o
muertDs.
Q Banding and truss plates have sharp edges. Wear
gloves when handling and safety glasses when
cutting banding.
Empaques y placas de metal denen bordes m
afilados. Use guantes y Ientes protectores cuando a d
corbe los empaques.
HANDLING - MANEJO
© Avoid lateral bending. — Evlte la Rexl6n lateral.
' t Use spedal•care in
windy weather or
near power lines
and airports.
1
Q The contractor Is responsible for properly
recelving, unloading and storing the tosses
at the jobsite.
El contratista tiene la responsabilidad de
redbir, descargar y almacenar adecuada-
mente los busses en la obra.
. j �� ... :,.dui S�CI •, l
mas -•y:�• ?'� H ifi .� •..•. ?.�:
If trusses are to be stored horizontally, place
blocking of sufficient height beneath the
stack of trusses at 8' to 10' on center. .
For trusses stored for more than one week,
cover bundles to prevent moisture gain but
allow for ventilation.
Refer to BCSLGuide to Good Practice for
gf Metal Plate Connprted Wood Trusses
for more detailed Information pertaining W
handling and jobsite storage of trusses.
Si los trusses estaran guardados horizon-
talmente, ponga bloqueando de altura
sufidente detras de la pila de los trusses.
Para trusses guardados por mas de Una
semana, cubrd los paquetes para prevenir
aumento de humedad pero permita venti-
laci6n.
Vea el folleto BCSI Gufa dg Buena Practice
oars PI_ Manejq Instalad6n. Restriccidn v Ar-
(jostres de Ip Tnlsses de Malt ra Conedados
on Piacas de Metal para informadon mas
detallada sobre el manejo y almacenado de
los trusses en area de trabajo.
HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES
RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES.
que
teral Qr warningl Don't overload the crane.
3nes iAdvertendal Wo sobrecarga la gnial
al de ® Never use banding alone to lift a bundle.
= Do not lift a group of Individually banded bundles.
parspare
Nunca use 5610 los empaques pare levantar un paquete.
No levante un grupo de empaques individuales.
T las A single lift point may be used for bundles
erzo with trusses up to 45.
hoja Two lift points may be used for bundles with
LCIP trusses up to 60. Q! Wamingl Do not over load supporting
On. Use at least 3 lift points for bundles with structure with truss bundle,
m la trusses greater than 60'. IAdvertendal No sobrecargue la estructura
Puede usar un solo lugar de levantar para apoyada con el paquebe de trusses.
paquetes de trusses haste 45 pies. �{
Puede user dos puntos de levantar para Place truss bundles in stable position.
paquetes mas de 60 pies. Puse paquetes de trusses en Una posici6n
Use por to menos tres puntos de levantar para estable.
paquetes mas de 60 pies.
INSTALLATION OF SINGLE TRUSSES BY HAND
INSTALAC16N POR LA MANO DE TRUSSES INDMDUALES
r,7[ Trusses 20' Trusses W or
or less, sup- t ` less, support at r111
port at peak. quarter points.
Levante Levante de
del pico los los cuartos
h trusses de de trams los
20 pies a I E-� ha�to0 pf s pi menos. I4russes hasty 30 pies Trusses up to 30'
memos.
HOISTING OF SINGLE TRUSSES LEVANTAMIENTO DE TRUSSES INDMDUALEi
UtIlice culdado
especial en dfas
ventosos o cerca de
cables el€ctricos o de
aeropuertos.
Ili Hold each truss•in position with the erection equipment until top chord temporary lateral restraint
LI Is Installed and the truss is fastened to the bearing points.
Sostenga cada truss en posid6n con equipo de gr6a hasta que la restricci6n lateral temporal de la
cuerda superior esta Instalado y el truss est6 asegurado en los soportes.
QWamingl Using a single pick point at the peak
can damage the truss.
fAdvertencial S use de un solo lugar para
levantar en el pico puede hacer da"no at buss.
HOISTING RECOMMENDATIONS FOR SINGLE R�
TRUSSES Go' or less
RECOMENDACIONES PARA LEVANTAR TRUSSES
INDMDUALES I
ApProx.12
Use proper rig- Use equipo apraplado UOss length.
ging and hoisting Para levantare I Tagline TRUSSESUPT030' _
equipment. Improvisar. Preader ber TRUSSES HASTA 30 PIES
TWn Wn Attach
Wrote Spmaderbar A1170.0.
Spreader bar 12 to mlabove t or dreack max.
Tagffne TRUSSES UP TO 0'
•. _ TRUSSES HASm EO PIES �—
Spreader bar 7ld m
3/4 Ruas langlh
e
TRUSSES UP TO AND OVER rA' �f
TRUSSES HASTA I SOaRE 60 PIES
Do not store Noalmacene TEMPORARY RESTRAINT &BRACING
upright bundles bussesverticalsueltos.
RESTRICCION Y ARRIOSTRE TEMPORAL
upright trusses sueltos.
Do not store on No almacene en
uneven ground. tierra desigual. !
QRefer t0 SCSI-B2 Summary Sheet — Truss
1nstallation & Temporary Restraint/Bracing for
more Information.
Vea el resumen SCSI B2 — Re<Mcd6n/
Aniostre Temooral y instalacidn de los
Tnicv+e para mas Infornaci6n.
('( Locate ground braces for first truss directly In
1J line with all rows of top chord temporary lat-
eral restraint (see table in the next column).
Coloque los ariostres de Berra para el primer
truss directamente en Ifnea con cada Una de
las filas de restricd6n lateral temporal de is
cuerda superior (vea la table en la pr6xima
columns).
Do not walk on unbraced
trusses.
Q No camine en trusses
sueltos.
Brace first truss
t— securely before
erection of additional
trusses.
CLB WEB BRACE SUBSTITUTION
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB)
IS SPEON A TRUSS DESIGN BUT AN ALTERNATIVE WEB
BRACING METHOD IS DESIRED.
NOTES:
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.'
FOR MINIMUM ALTERNATIVE BRACING, RE —RUN DESIGN WITH APPROPRIATE
BRACING.,
WEB MEMBER
SPECIFIED CLB
ALTERNATIVE BRACING
SIZE
BRACING
T OR L—BRACE
SCAB BRACE
2X3 OR 2X4
1 ROW
2X4
1-2X4
2XS OR 2X4
2 ROWS
2X8
2-2X4
2X8
1 ROW
2X4
1-2X8
2X8
2 ROWS
2X8
2-2X4(*)
2X8
1 ROW
2X8
1-2X8
2X8
2 ROWS
2X8
2-2X8(*)
T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
(*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
T-BRACING
OR T—BRACE
L-BRACING: OR
L—BRACE
APPLY TO EITHER SIDE OF WEB NARROW FACE.
ATTACH WITH 10d BOX OR GUN
(0.128-x 3.-,=) NAILS.
AT 8. O.C.
BRACE IS A I
MINIMUM 80% OF WEB
MEMBER LENGTH
SCAB BRACING:
APPLY SCAB(S) TO WIDE FACE OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH-WITH-10d- BOX- OR -GUN
(0.12B-x 3.-,MIN) NAILS.
AT 8. O.C.
BRACE IS A MINIMUM
80% OF WEB MEMBER LENGTH
-rAMMM- n M AIM YQL= Au MM ON '1M MM
Teeraa ragahw adwm loan Its hbdo--'-- bandllng, Shirring. fedaDtng and brehy, Idar to and follow
1sCm (BoOdlng Cmpaand.,W Lid b,fmmaillm. bpad&y arc and MCbnalqgA)
for SKdr gSdbn ram* It r��L
.tL II 1►��eapL UaeMd sttmdozal ySnS1S Sod boU*. .=h.n bbairs mp ay �ildd�
T P 0mums 18ftwa&� k LS tbherjObS b�cSl aol� pSy'a t@ �SSLabou EnmoL IoSLLad DQ Ski
«lltpOe xi» rrtais� -1 r or nm —Pa.- IO nmA)1A= f:OxlZW.70i
m amalng Ada Omang ben. arnw) XO mot 1 y.om.lyy !a: a.d.uam l� 1b1. dSdp.
Bu➢d ng Components Group tnm aar 1SDmw b bo06 tba 40� fo am+tamSooS tM ' M ar lSStleStly, mSomrof. SIIIPPto/. ledaDtet •
bmmlng of bm MM mm-.dor yaw ans mads of 20/18/11M (Ira/AM AM AWS Sad. W/40/60
. /A.!)S� dmL A" yaw to sash faoo of bum podtlmad as ahomm lobe asd as hbt DetdL.
ar) as ihta dmmrJng or ea,v Dpaam�� LdlntaS mp�afoa am -hud-6 eaZlnrinp :aSpmdhD$r asL{r
for tha ltoL oomPmant drip abowo. IDS Sd/t�agLOltr and use d tbta osmpmaat for ao1 bdl0loi Y tW
ar--+—oadHOd �idJttEtLa.aDasl°'os. ��--'..� =y1Cdt WWAO .b`andudrroe= Ids aad an
. Earth City. MO 63045 �1s
'1 /�1
1 ,;h,
Sc
TC LL
TC DL
BC DL
BC LL
TOT. LD.
PSF
PSF
PSF
PSF
PSF
REF
CLB SUBST.
DATE
1/1/09
DRWG
BRCLBSUB0109
DUR. FAC.
SPACING
STEPS TO SETTING TRUSSES
LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES
1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4-
trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal
bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five busses
(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.
1) Instale los ardostres de tierra. 2) Instale el primero truss y ate segurdmente al arriostre de
tierra. 3) Instale los pr6xtmos cuatro trusses con restricd6n lateral temporal de miembro corto
(vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre
diagonal para fos plajios de los mlembros secundartos para estable los prlmeros dnco trusses
(vea abajo). 651nstale to restrfcd6n lateral temporal y ariostre diagonal pare la cuerda inferior
(vea abajo). 7) Repita rkste procedimfento en grupos de cuatro trusses hasty qub todos los busses
© Refer to BUT-132 Summary Sheet- Truss Installation & TemnoraryRestreint/Brednci for more
informatloni
Vea el resfimen SCSI-B2 - Instalad6n de Trusses Arrlostre Temporal pare mayor
InfonnacI&
RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES
EL RESTRICC16N/ARRIOSTRE EN TODOS PLANOS DE TRUSSES.
lJ This rq6lnt & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses.
Este mktodo de resbicd6n y arriostre es para todo trusses excepto trusses de cuerdas pardlelas
�I4x2.
1) TOVCHORD — CUERDA SUPERIOR
I Truss Span
Top Chord Temporary Lateral Restraint (TCTLR) Spadng
Longitud de Tramo
Espadamlento del Arriostre Temporal de la Cuerda Superior
Up to 30'
10' o.c. max.
Hasta 30 pies
10 pies miWmo
30' to 45'
8' o.c. max.
30 a 45 pies
8 pies miWmo '
45' to 60'
6' D.C. max,
45 a 60 des
6 pies mAximo
60, to 80"�
o.c. max.
60 a 80 des*
44'
pies m6x1mo
-Consult a Professional Engineer for trusses longer than 60'.
'Consulte a un Ingeniero para trusses de mas de 60 ples.
C7f See BCSI-B2 for TCTLR options.
\
L! Vea el @ESL-@Z pare las opdones de TCTLR. _
Refer to BCSI-B3 Sum-
ma Sheet - Permanent
_
Restraint/Bredno of Chords
& Web Members for Gable _ \
End Frame restralnt/bredng/
relnforcement information.
Pare 16fannad6n sobre
restricd6n/arriostre/refuerzo C7f
Repeat diagonal
para armaz6n de hastial vea LJ
braces for each set of
el resumen BCSEB3 - Re-
4 trusses.
9ACddn/Arrlostre Ground bracing not shown for clarity.
Replta los arrisotres
Permanence de Cuerdas y
diagonales pare cada
_. - Mlembros Secnmdarios•
grupo de 4 trusses.
2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS
&
iagonat
LATERAL RESTRAINT
& DIAGONAL BRACINGWARE
tzgm&
VERY IMPORTANT
1LA RESTRICCION
LATERAL Y EL
ARRIOSTRE
DIAGONAL
SON MUY
IMPORTANTES!
10'-15' max. Same spacing as
46 bottom chord Lateral Restraint
3) BOTTOM CHORD — CUERDA INFERIOR
Lateral Restraints - 2x4x12' or
greater lapped over two trusses.
Bottom
chords
10'-15'
max.
Chords
biagonai Braces every 10
buss spaces (20' max.)
RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES
LA RESTRICC16N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2
QRefer to BIZ
Summary Sheet
- Tempor Ly & Per-
manent Restraint/
Bracina for Parallel
Chord Trusses for
more Information.
Vea el resumen
Paralela5 Para mAs
infonnad6n.
Apply Diagonal Brace to
vertical webs at end of
canglever and at bearing An Lateral RestralrM
locations. lapped at least two trusses.
*Top chord Temporary Lateral Restraint spacing shall be
1& o.c. max. for 3x2 chords and 15' o.c. for 42 chords,
INSTALLING -- INSTALACION
n
Tolerances for Out -of -Plane.
Out;o wPm
Max.
Truss
!J Tolerandas pare Fuera-de-Plano.
Bow
Length
D150
D (ft)
` Length —rr Max Bow
3/4
12.5'
-
rr Length '-;
1/4'
1'
7l8'
14.6'
MaxB
1/2'
2'
Max Bow
,
r
16.T
'
3/4'
x
1'
4'
o
'
1-1/4'
20.8'
a i b
Plumb
Pl
1-1/4'
5'
1-?f Tolerances for
O i
l ,lam'
1-3/8'
22.f3'
ICJ Out -of -Plumb.
1-1f/r
25.0'
TDlerenclas pare D/50 max
-
1-3/4'
292'
Fuera-de-Plomada.
Jr i�,
Y
zB'
..
2'
233.3'
CONSTRUCTION LOADING — CARGA DE CONSTRUCCION
0 Do not proceed with construction until all lateral restraint and
bracing Is securely and property In place.
No proceda con la construcd6n haste que todas las restrir
clones lacerates y los artlostres estdn colocados en forma
aproplada y segura.
Do not exceed maximum stack heights. Refer to BCSI-84
Summary Sheet - Construction Loading for more information.
m6m'SmokHnrgli
Matudal
Height
Gypsum Board
12'
Pbvoodor OSB
16'
Asphail Shingies
2 bundles
Concede Bock
e'
Clay Tee
3d flies high
No exceea las maximas altures recomendadas. Vea el resumen
BCSI-B4 Cana de Construccl6n pare mayor Informadon.
Do not overload small groups or single trusses.
No sobrecargue peque"nos grupos o trusses indivlduales.
Never stack materials near a peak.
Nunca amontone material rp del pico.
Place loads over as many trusses as possible.
Coloque las cargas sobre tantos trusses Como sea posible.
C7f
Position loads over load bearing walls.
L!
Coloque las cargas sobre las paredes soportantes.
ALTERATIONS — ALTERACIONES
Truss; bracing not
.shwm fordadiy.
Refer to BCSI-65 Summary Sheet - Truss Damage, robsite Modifications
& Installation Errors.
Q
Vea el resumen SCSI-BS Dafios de «� Modlficaciones en la
Obra y Emotes de Instalad6n.
Do not cut, alter, or drill any structural member of a truss unless
spedflcally permitted by the Truss Design Drawing.
No Corte; altere o perfore ning6n mlembro estructural de los
trusses, a menos que est6 espedficamente permitdo en el dibujo
del dlse"no del truss.
� Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's
Some chord and web members prior approval may render the Truss Manufacturer's limited warranty null and void.
not shown for darity.
TnLsses que se hen sobrecargado durente la construrxi6n o hen ado aiterados sin una autortzad6n
T previa del Fabrtcante de Trusses, pueden reducir o ellmtnar la garantla del Fabricante de Trusses.
�� Diagonal Braces every
10 truss spaces (20' max,)
Some chord and web members
not shown for clarity.
NOTE: Tice rhos ManufacMer and figs Designer rely on the presumption that the contractor and cane operator (t appeoMe) are
professionals with the capalAhy to undertake the work Ow have agreed co do on arty given project. t the Contractor belletwes n needs
asststaoce In some aspect of One mmlnrtioh project a should seek asstsmnce from a mnpeted pony. The ecethods and procedures
ouduud In this doo nnaR are intended to ensure that the meraa construction tedhnkues ernpioyed will put the trusses into place SAFELY.
These reommenda6m for handling, installing, restraining and bracing busses are based upon tie collective c�erknce of leading
personnel bri Wed with truss design, manufacture and installation, but must, due to the nature or msponslbiiltles Invoked, be pesented
only as a GUIDE f use by a qualified Building Designer or Contractor. It B not intended that these recommendations be tntepretW as
superior to the tion for handling, installing, restraining and Wacing in and It does not
ude the
use of other equivalent r dbods forDesignees �re�alnbhgfWadrg and providing stablay for t hCq war urr s, Boors, roofs and all the interrelated
structuralstructural buNing components as detertnlned by the Comtrctoc Thus, WTCA and TPI expressly dBdalm any responsibility far damages
arising form the use, appUcabm, or reliance an the moommendatbns and Information contained bedmin..' `�
96C'R--
�--
TRUSS PLATE INSTITUTE
63DO Enterprise Lane • Madison, WI 53719 218 N. Lee St, stet 312 • Alexandra, VA 22314
608/2744849 • wwwsbdndustrycorn 703/683.1010 • www.tpfnAorg
BIWARN11n17 200511=
8
I . STRONGBACK BRIDGING REC❑MMENDATI❑NS I
BUTT STRDNGBACK
BRIDGING TOGETHER
4'
-0, ATTACH SCAB WITH 10d BOX/GUN
4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT
SCAB 6' O.C.
NOTE, IN LIEU OF SPLICING AS SHOWN,
LAP STRONGBACK BRIDGING MEMBERS
FOR AT LEAST ONE TRUSS SPACING
STRONGBACK BRIDGING SPLICE DETAIL
NOTE, Details 1 and 2 are the preferred attachment methods
ATTACH BACK TO (3)10dO
WEB W/ C3> IOd COMMON
(0.148'x3') NAILS OR
(4) 10d BOX/GUN
O 28'x3.0') NAILS
(2) 10d COMMON (0148'x3.0') OR
BOX/GUN COA28'x3.0') NAILS AT
TOP AND BOTTOM OF 2x4
SCAB —ON BLOCK. ATTACH
STRONGBACK TO BLOCK W/ (3)
10d COMMON C0.148'x3.01) NAILS
OR (4)10d BOX/GUN (0.128'x3.07 O
NAILS.
AT
STRONGBACK BRIDGING
SPACING REQUIREMENTS
LIP to W
None re ulred
W to 271
roe fat hunter of TW
2V to a&
2 rows a at ea
to 4
3 rm q at each V
Over 401
Spam rm at IT ac pdftW
►All scab -on blocks shall be a minimum 2x4
'stress graded lumber,'
►A(l strongback bridging and bracing shall be a
minimum 2x6 'stress graded lumber.'
►The purpose of strongback bridging Is to
develop load sharing between Individual trusses,
resulting In an overall Increase in the
stiffness of the floor system, 2x6
strongback bridging, positioned as shown In
details, is recommended at 10' -0' o,c. (max,)
►The terms 'bridging' and 'bracing' are sometimes
mistakenly used interchangeably. 'Bracing' is an
important structural requirement of any floor
or roof system. 'Refer to the Truss Design
Drawing (TDD) for the bracing requirements for
each Individual truss component. 'Bridging,'
particularly 'strongback bridging' is a
recommendation for a truss system to help
control vibration. In addition to aiding In the
distribution of point loads between adjacent
truss, strongback bridging serves to reduce
'bounce' or residual vibration resulting from
moving point loads, such as footsteps.
The performance of all floor systems are
enhanced by the Installation of strongback
bridging and therefore Is strongly recommended
by Alpine.
For. additional Information regarding strongback
bridging, refer to BCSI (Building Component
Safety Information).
o a
ATTACH STRONGBACK
TO BOTTOM CHORD WITH
f2) #10 — 3' SCREWS
STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES
MV&V 3= REM NO iMMW A11'� °
I„ DO IRAWI
ssO WMARTaw FU M M DRAWING M ALL COiiRAMM D♦MUMM 7IE O WMJX'RS.
TC LL PSF
REF STRONGBACK
d ��
and
fp Torlolosmctektehsee retest editlanon ofof BM MA**6* CoorponeM"a`t safrw"cyppt ar�tlom`o"�iy TPI obannd°sBW fw fer safety
r,Inless noted oothe Ise, top `''a Prior to perfornlrV shad have propertyl attachers shall d It sho°"0 �8 ti""
shall how a propeNy attached IT aAYiy Locotlons sheen Cr pennnent lateral restraint or webs
shall haw Fhstalted per 11 actions O13, 27 r 210, as osdlcobls Apple W each face
of tress orhd�gorh o: shohm above and on the Jdnt Ilrtasw, ess tinted
Refer to dra IWA-2 for standard plate posWorm
TC DL PSF
BC DL PSF
BC LL PSF
DATE 10/01/14
DRWG STRBRIBRIO14
AN ITWCWP NY
Earth Oy. MLakefront04e5
Npbhq a arislon of ITV Building Components Group Ina shalt not be responsible for any devlatan iron,
this =1ikhg, any fait" to Mild the trs In c nfrnw= with ANSVWI 1, or for handYp, sh!pping
installation & bredrp oP trusses.
srteorlYhagn w�rvdr�owslbthyR r cover page dusesgryph ws dr•awp, bxlmtm acceptance of professional
en �°e�0
fr any irWckv ere v b tlheSO1e1yfor the reapadhtlh' of the DWeeslphere4 Al and
I Se this
u r more hfonatw�ser the Job's prn�mol rwtes-L�a�eyand thes M1neb sl�tesh�----
TAT. LD. PSF
OUR. FAC. 1.00
_S'PArTNf,
f
STEPDOWN HIP CORNER SET DETAIL
HIP GIRDER
CJ5
G�
CJ3
CJ1
z
e._.lCORNER JACKS
2'-0" 2'-0" 2'-0' 2'-0'
1._0.
NOTES:
1. DESIGN BASED ON SOUTHERN PINE LUMBER.
2. TRUSS TO BEARING CONNECTION BY OTHERS.
3. WIND LOADING BASED ON ASCE 7-10 MEAN
ROOF HEIGHT 30', EXP C ENCLOSED, RISK
CATAGORY II
4. APPLICATION OF TOENAILS PER NDS-2005
** (3)
16d (0.162"x3.5") TOE -NAILS
* (2)
16d (0.162"x3.5") TOE -NAILS
NOTE:
10d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED
IN PLACE OF 16d TOE —NAILS UP TO THE MAXIMUM
REACTIONS
SHOWN BELOW.
(2) NAILS:
R=260# U=345#
(3) NAILS:
R=390# U=520#
TRUSS PLATES AND LUMBE
AS SHOWN, OR PER
INDIVIDUAL TRUSS DESIGN:
w
ui
0
WEBS VARY
CJ3 CJ5
HIP JACK
END JACK
"VAIMCI- . 70=: m r x. s ntW BE=,�,p,,,i, "d ion.,,
TC LL 20-30 PSF
REF
n'ym� � �
TC DL 7-20 PSF
DATE 3/21/12
Lom �Lmd .L.n n o n m ." .tt -m
maau n. s,Damailw'O0` °�a'W., sir w.'0'W �` no�m p.dlatard '�e tor` mm t- bs um � °id0j h"�ed pi
BC DL — PSF
DRWG STEPDOWN HIP
�trr+ sM= Corr os nM M== ro MrAU N
ar saoetnp com_ pmmLL. form d.aam tam tL�. d.
am t unr. to u tru. sn eontorm.no• ,dth �I..r'� --wm
BC LL 10.00 PSF
..L1PM . � e
tr- m vow amn.ator rL� �+ m.d. of Pom/tcw Fj-vsm AM AM u a. nvpo/eo
cigtr..tt.1 �DPV r�►tr fo ...L too. of trcrr. raritlm.d o .Lora .Dan and an iofat n.laft�
x.a...,..
TOT. LD. 37-55 PSF
dmloj ae aary p.j. .ad taeLr.{m.1 a�la.eelns r'nD t1 �df
tar tLa trva. mmrmmt Ar po .Lon. �... tj .ad nu o: tbf. mmpoemt tar Z DoCdf.� f. tL.
DUR. FAC. 1.25
e1 the p.p,�.� a �, /�(p( 1 B" a
t!'f—BCO: �.it*Lapaemt 'T¢L• �b+..� _; �'rCl• vw.@bdodudr).ao=
SPACING 2-0-0
r
r
Valley Detail - ASCE 7-10t 180 mph, 30' Mean Height, Partially Enclosed, Exp, C, Kzt=1,00
Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better.
Bot Chord 2x4 SP #2N or SPF #1/#2 or better.
Webs 2x4 SP #3, SPF #1/#2, DF—L #2 or better,
�OK Attach each valley to every supporting truss withi
560# connection -or with (1) ITWBCG HA4
or HA2.5 connector or equivalent for
ASCE 7-10 180 mph. 30' Mean Height, Part. Enc.
Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00
Or
ASCE 7-10 160 mph. 30' Mean Height, Part, Enc.
Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00
Cut from 2x6 or
larger as req'd.
4-0-0
12
12 Max.I W2X4
W2X4 W2X4
12
12 Max, F—,
W1X3
8-0-0
W1X31.��6-101-0
S a
16-0-0
(Max Spacing)
Unless specified on engineer's sealed design, apply 1x4 'T' brace, 80%
Length of web, same species and SRB grade or better, attached
with 8d box (0,113' x 2.5') nails at 6' o,c., or continuous lateral bracing,
equally spaced, for vertical valley webs greater than 7'-9'.
For verticals over 10'-0' tall, apply (2) 1x4 'T' braces, 80X Length of
web, sane species and SRB grade or better, • attached with 8d box
(0.113' x 2.5') nails @ 6' o.c.
Top chord of truss beneath valley set must be braced wlthi
properly attached, rated sheathing applied prior to valley truss
Installation.
Or
Purllns at 24' oz. or as otherwise specified on Engineer's sealed design,
Or
By valley trusses used in lieu of purlin spacing as specified on
Engineer's sealed design.
xxx Note that the purlin spacing for bracing the top chord of the truss
beneath the valley Is measured along the slope of the top chord,
++ Larger spans may be built as long as the vertical height does
not exceed 14'-0'.
Pitched Cut
W2X4 Bottom Chord
Valley
W2X4
Bottom chord may be square or pitched cut as shown,
W2X4 W4X4
Valle_55G - -Spacing— - - I
-- - ------ -F___
Square Cut Stubbed Valley Optional Hip
Bottom Chord End Detail Joint Detall
SQo-
Val
20-0-0 (++) i art d41' O.C. Plan
Supporting trusses at 24' o,c, maximum spacing,
Was
"WRGRTAW1 Ft�u Tj"1nwlvNDm6F°u L mur�� naImniB 7W DWAUMs TC LL 30 30 40PSF REF VALLEY DETAIL
Trusses redfdre extrane care In fabricating, handurw, shIppjYny InwtalUng and bra&* Refer to and TC DL 20 15 7 PSF DATE 2/16/12
fallow the lnttst edition of SCSI ceding Conponent Safety Infernalim by TPI and WTdA) for safety
ecikea prior to perfornkip these functions Installers shaS provide to per SCSL
noted athereee, tap Caged shalt have properly attached :w,ctaral"P°'hea'batten BC DL 10 10 10 PSF DRWG VAL180100212
Chord shah have a sly attached rigid colt* Locations shown for pernonnt lateral restraint
of webSWhave rac4p MstaWd per SCSI sections 23, 37 or wo, as apptieable. Apply pp�tppt.s to BC LL 0 0 0 PSF
each faof truss and position as shown abave mid an the Joint Islas, unless noted othenee.
Buiiding Components Group Inc Refer to drawings 16GA-Z for standard plate posMlms.
nv avtldrw nsnts Grog, Inc, shall not % resp mT for any; deviation free this drawing, any T❑T. LD, 60 55 57PSF
Polure to build iFu truss In nnfornance with ANSI/iP1 1, or for hadYp, shipping, Insta6stian s
bracing of trusses. A seat on this drawing or cover page GIs , the drawing, Indicates' acceptance
DUR.FAC.1,�5/1.33 1,15 1.15
of professional enghuering nspons@Nty solely for the design shown The suitabllty and use of this
drawing for ony struetwe b the responshpty oP the Btddeq SesVr per ANSIMII 1 SecZ
Earth City, MO 63045 For pore InFarnatlon ae tJtls Jobe general notes pope end tifese web siteo
ITW=& wwwdtwbcWmn, TPL www,tpinstorgl WTCIv vwsbeYfdix,tryargl I= wvJeesafearp SPACING 24,0'
Face -Mount Hangers
SIMIPSON
, These products are available with additional corrosion
Drotection. For more information, see p.18.
N
PV These products are approved for installation with the Strong -Drive®
SD Connector screw. See pp. 39-40 for more information.
Min.
Dimensions (in.)
Fasteners
DF/SP Allowable Loads
SPF/HF Allowable Loads
Code
Model
Heel
Ga.
Carrying Carried
Uplift Floor Snow Roof Wind
Uplift Floor Snow Roof Wind
Ref.
No.
Height
W H 8
Member Member
(160) (100) (115) (125) (160
(160 (100) (115) (125) (160)
(Double 2x Sizes
LUS24 2
2'/a
18
3'/s
3'h
2
(4)16d
(2)16d
440
800
910
985
1,250
380
680
780
845
1,070
LUS26-2
49/ts
18
31/e
4%
2
(4)16d
(4)16d
1,105
1,030
1,180
1.280
1,625
1,000
880
1,010
1,090
1.385
17. L17, FL
HHUS26-2
416
14
35/te
5%
3
(14)16d
(6)16d
1,550
2,785
3,155
3,405
4,'265
1,335
2.390
2.710
2,925
3.665
HGUS26-2
41Yja
12
3%
Os
4
(20)16d
(8)16d
2,155
4,355
4,875
5,230
5,575
1,855
3,790
4,200
4.500
4,795
HGU026-2-SDS3
5Yz
12
3 is
534e
4
(12)'/a"x3"SDS
(4)'/Vx3"SDS
1.635
5,040
5,565
5,565
5,565
1,175
3,630
4;005
4,005
4,005
FL
LUS28-2
41ys
18
3'/e
7
2
(6)16d
(4)16d
1,165
1.315
1,500F2;265
2,060
1,000
1,125
1,285
1.390
1,765
HHUS28-2
6�s
14
39is
71/a
3
(22) l6d
(8)16d
2,000
4,210
4,770
6,440
1,720
3,615
4,095
4,415
5,375
17, L17, FL
HGUS28-2
6�s
12
391e
7�s
4
(36)16d
(12)16d
3,235
7,460
7.460
7,460
2,785
6,415
6,415
6,415
6,415
HGU028-2-SDS3
7Ya
12
3Y1s
7Tis
4
(20)'/a' x 3" SDS
(6)'/a" x 3" SDS
2.565
7,330
7,330
7,330
1,845
5.280
5,280
5,280
5,280
FL
LUS210-2
6M6
18
31/e
9
2
(8)16d
(6)16d
1,745
1,830
2,090
2,870
1,500
1,565
1,785
1,935
2,455
HHUS210-2
83h
14
31/1s
8%
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
8%s 112
1
3-91s
gTis
4
(46)16d
(16)16d
4,095
9,100
9,100
9,100
9.100
3,525
7,465
7,730
7,825
7,825
HGUQ210-2-SDS3
9Ya
12
3�s
9�s
4
(28)1/a' x 3" SDS
(8)1/4" x 3" SDS
3.440
1,415
7.415
7,415
7,415 12,475
1.5,340
15.340
15,34015,340
FL
Triple 2x Sizes
HGUS26-3
41Vs
12
4'-s
51h
4
(20)16d
(8)16d
2,155
4,355
4.875
5,230
5,575
1,855
3,750
4,200
d,500
4,795
17, L17, FL
HGU026-3-SDS4.5
5Ye 112
141916
5%
4
(12)'/a"x41h"SDS
(4)1/a"x4'h"SDS
1,635
5,040
5,165
5,165
5,165
1,175
3.630
3,720
3,720
3,720
FL
HGUS28-3
6'-
12
41 s
71/a
4
(36)16d
(12)16d
3,235
7,460
7,460
7,460
7.460
2,785
6.415
6,415
6,415
6,415
17, L77, FL
HGU028-3-SDS4.5
7Ya
12
41Ms
7'/a
4
(20)1/4" x OV SDS
(6)1/a" x4'h" SDS
2,565
.8,400
9,175
9,115
9,175
FL
HGUS210-3
813As
12
416As
91/a
4
(46)16d
(16)16d
4;095
9.100
9.100
9,100
9,100
3 525
3,525
7,825
7825
7,825
7,625
7.6.825
7,625
7,825
7,825
17, L17, FL
HGUQ210-3-SDS4.5
9Ya
112
1411Yis,
91/a
4
(28)1/4'' x 41h"SDS
(8)1/a' x 4'h" SDS
3.440
9,745
9,745
9,745
9,745,
2,475
7,015
7,015
7,015
7,015
FL
HGUS212 3
10%
12
41�s
103/a
4
(56)16d
(20)16d
55 045
9,600
9,600
9,600
9,600
4,335
6,255
8,255
8,255
8,255
17, L17, FL
HGUS214-3
12%
12
41Ms
123/a
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
Quadruple 2x Sizes
HGUS26-4
51h
12
6Vie
5'/s
4
(20)16d
8)16d
2.155
4,355
4,875
5;230
5,575
1,855
3,750
4,200
4,500
4,7951
17. L17, FL
HGUQ26-4-SDS6
5A
12
61Ae
Os
1 4
(12)'/a' x6" SDS
(4)1/V x6" SDS
2,375
5,040
5.165
5,165
5.165
1,7i0
3.630
3,720
3,720
3,720
FL
HGUS28-4
7'/4
12
6"Me
73/te
4
(36)16d
(12)16d
3,235
7,460
7,460
7,460
7.;460
2,785
6.415
6,415
6.415
6.4151
17, L17, FL
HGU028-4-SDS6
7%
12
6s/s
7%
4
(20)'/a" X 6"SDS
(6)'/a" x 6"SDS
4,020
8,400
8,860
8,860.
8,860
2,890
6,050
6,380
6,380
6,380
FL
HGUS210-4
91/a
12
61Yis
9MG
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
9Ya
12
6'Ys
9 s
4
(28)1/4" x 6" SDS
(8)'/a" x 6" SDS
4,170
10,26010;26010,26010,260
3,000
7.385
7,385
7,385
7,385
FL
HGUS212-4
10%
12
6�s
10%
4
(56)16d
(20)16d
5,045
9,600
9;600
9,600
.9,600
4,335
8,255
5
H
8,255
8,255
17, L17, FL
HGUS214 4
12s/a
12
6�s
12s/a
4
(66) i6d
(22) l6d
5,515
10,100
10,100
10,100
10,100
4,745
8,665
5
8,685
8,665
4x Sizes
LUS46
4%
18
3�s
43/a
2
(4)16d
(4)16d
1,165:
1,030
1,180
1,280
1,625
1,000
880
1,010
1,090
1,385
HGUS46
Otis
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
HHUS46
4 Ys
14
3s/e
51/ts
3
(14)16d
(6)16d
1,550
2,790
3,160
3.410
4,265
1,335
2,390
2,710
2,925
3,665
HGUQ46-SD83
5Ys
12
3%
4%
4
(12)1/a" x 3" SDS
(4)'/a' x 3" SDS
1,635
5,040
5,165
5,165
5,165
1,175
3,630
3,720
3,720
3,720
FL
LUS48
4%
18
33/cs
63/a
2
(6)16d
(4)16d
1,165
1,315
1,500
1.625
2.660
1.000
1,125
1,285
1,390
1,765
HUS48
61h
14
31/s
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
HHUS48
6'h
14
3s/e
7%
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
HGUS4$
6%
12
3%
7916
4
(36)16d
(12)16d
3,235
7,460
7,460
7,460
7,460
2.785
6.415
6,415
6,415
6,415
HGUQ48-SDS3
7Ya
12
3%
6'A
4
(20)1/a x 3" SDS
(6)1/a" x 3" SDS
2.565
7,030
7,330
7,330
.7,330
1,845
5.280
5,280
5,280
5,280
FL
LUS410
6'/a
18
3s/is
83/a
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
HHUS410
8%
14
3-7.
9
3
(30)16d
(10)16d
3.745
5,640
6,385
6,890
7,165
3.440
4,835
5.480
5,910
6,165
17, L17, FL
HGUS410
06
12
3%
9Ys
4
(46)16d
(16)16d
4.095
9,100
9,100
9,100
9,100
3,525
7,825
7,825
17,825
7,825
HGU0410-SDS3
I 9Ya
12
-3%
8%.
4
(28)1/a" x 3" SDS
(8)'/a" 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
I 10M.
1121
3s/e
107,s
4
1 (56)16d
(20)16d
5,045
.9600
9;600
9,600
9,000
4,335
8,255
8,255
8,255
0,255
17, L17, FL
HGUS414
I 11 Yis
1191
3%
112Yisl
4
1 (66)16d
(22)16d
5,515
10,100
10,100
10,00
10.100
4.745
8,685
8,685
18.685
8,685
1. Uplift loads have been increased for wind or earthquake loading with no further
increase allowed. Reduce where other loads govern.
2. Wind (160) is a download rating.
3. Minimum heel height shown is required to achieve full table loads. For less than
minimum heel height, see technical bulletin T-C-REDHEEL at strongtie.com.
4. Truss chord cross -grain tension may limit allowable loads in accordance
with ANSVTPI 1-2007. Simpson Strong Tie° Connector Selector- Software
includes the evaluation of cross -grain tension in its hanger allowable loads.
For additional information, contact Simpson Strong -Tie.
5. Simpson Strong -Tie® Strong -Drive° SDS Heavy -Duty Connector screws are
permitted to be installed through metal truss plates as approved by the Truss
Designer, provided the requirements of ANSI/TPI 1-2014 Sections 7.5.3.4 and
8.9.2 are met (pre -drilling required through the plate using a maximum of 3Y bit).
6. Strong -Drive SDS Heavy -Duty Connector screws that penetrate all plies of the
supporting girder (screws must penetrate a minimum of 1' into the last truss ply)
may also be used to transfer the load through all the plies of the supporting girder.
When Strong -Drive SDS Heavy -Duty uonnec[or screws eo not peneudw du p-
of the supporting girder truss, supplemental Strong -Drive SDS Heavy -Duty
Connector screws at the hanger locations may be required to transfer the load to
the truss pees not penetrated by the face fasteners, as deterntined by the Designer.
7. The supporting girder truss must have adequate thickness to accommodate
the screw length, so that the screw does not protrude out the back of the
girder. 3"- or 4'h%long Strong -Drive SDS Heavy -Duty Connector screws
may be substituted for the longer Strong -Drive SDS Heavy -Duty Connector
screws with no load reduction.
B. Loads shown are based on minimum of 2-ply 2x carrying member for nailed
hangers. With 3x carrying members, use 16d x 21h' nails into the header and
16d commons into the joist with no load reduction. With single 2x carrying
members, use 10d x 1'h' nails into the header and 10d commons into the
joist, and reduce the load to 0.64 of the table value.
9. Nails: 16d = 0.162" dia. x 31h' long. See pp. 26-27 for other nail sizes
and information.
97
237
Face -Mount Hangers - Solid Sawn Ltumber (DF/SP) -
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 are available with additional corrosion
®' These products are approved for installation with the Strong -Drive°
See pp. 39-40 for more Information.
products
protection. For more Information, see p.18.
SD
Connector screw.
a
Dimensions (in.)
Fasteners
DF%SP Allowable Loads
Installed
Costlndex
Code
Joist Model No. Ga
H
Min.
B Max.
Header
Joist
Uplift
(160)
='Floorsnow=5)(10205')
(ICI)
Ref.
Size W
Sawn Lumber Sizes
20 1 iia 3'/e
1 -
(4) 16d
(2)10d x 1'h'
265
555
635
685
.Lowest '
n 127, FL, L5, L17
LU24
18 liis 3'/e
1'Ya -
(4)10d
j (2)10d
490
fi70
765
825
+3%..
LUS24
2X4 16 tits 3'/a
1 Y4 -
(4)16d
(2)10d x 1'h"
265
575,
655
705
+67°Yu
17, FL, L17
U24
HU26 14 liis Us
2'/a -
(4) 16d
(2) lodx1'h"
3'35
595
670
910
720
985
t295%
Lowest
17,127, FL, L5, L17
�
LUS24-2 18 aye 3Ya
2 -
-
(4)16d
(4)16d
� (2)16d
(2)10d
440
370
800
575
655
705
+33%
17, R, L17
DBL . U24-2 3
2X4
2
,
4 16d
(2)10d
380
380
595
720
+240%
®
HU242/HUC24-2 3Y,s
T16
2h -
(4)tOd
(4) 10d
1,165
.865
990.
1,070
Lowest
17,127, FL. L5, L17
p
LUS26 4%
13'a -
Yz -
(6) l6d
(4)10d x I W
565
635
950
1,U30
+F)96 '
LU26 4'/i
1
2 -
(6) 16d
(4) tOd X 1 Yz"
585
865
980
1,055
+43%•
U26 4'Ya
2x6
1'Ya -
(6)16d
(4)101 x 1 W
. 730
845
965
1.040
+160% ,
17, FL, L17
LUC26Z 18 1 its 4'/a
14 We Us
2'/4 -
(4)16d
(2)10d x 1 Yx'
335
595
670
720
+179%
®
HU26
16 13'a 5i'a
3 -
(14)16d
(6)16d
1.550
2,720
3,180
+276%5
17,127, R, L5, L17
HUS26
18 3'/a 41/e
2 -
(4) i6d
(4)16d
1.165
1,030
1,80
1,275
,
Lowest
LUS26 2
5
2 -
(8)16d
(4)10d
740
1,150
1,305
1,410
+65%
17, FL, L17
U26 2 16 3'/a
3'/a 53is
2 -
(4)16d
(4)16d
1,235
1,065
1,210
1,305
+172%
2DBL X6 HUS26-2 / HUSC26-2 14
Min.
(8)16d
(4)10d
760
1,190
1,345
1.445
+233%
17,127, FL, L5, L17
14 3'h 53's
HU26-2 / HUC26-2 14 3'/a 5%
2'h
2'h Max.
(12)16d
(6) rod
1.135
1.785
2,015
2,165
+254%
'
17, FL L17
18 49'a CA
2
(4)16d
(4)16d
1;165
1,030
1.180
1,280
LUS26 3
16 4a/e 4Ya
2
(8)16d
(4)10d
740
- 1,150
1,$05
1,410
I7, FL
TPL U26 3
2x6 14 4'y,s 4ira
2'h Min.
(8) l6d
410d
( )
760
1,190
1,345
1;445
HU26-3 / HUC26-3 14 4" %s 4ira
2Yx Max.
(12) i6d
(6) lOd
1,1.35 •
1,7$5
2.015
2,165
+
18 19is 43'a
1% -
(4)10d
(4)10d
1,165
865
990
1,070
Lowest
Q
LUS26
20 1 its 4'Ya
1'h -
(6)16d
(4)10d x I W
565
835
950
1,030
+6%
17,127, FL, L5, L17
LU26
18 rite fish's
1'1'4 -
(6)10d
(4)10d
1.,165
1.105
1,260
1,365
+23%
_
Q
LUS28
20 1 its 6%
(8) 16d
(6) lod x 1'h"
850
1,110
1,270
1,335
+39%
W28
16 1 iris 4�i
2 -
(6) 16d
(4)10d x 1'h"
585
865
980
1,055
+43%
2x8 U26
18 1 its 4-Y4
1'Ya -
(6)16d
(4) 10d x 1 Ya'
730
645
965
1,040
+160%
17, FL L17
Q
LUC26Z
14 1%s 5'/+
2'/a -
(6)16d
(4) lod x 1'h"
610
895
1,005
1,085
+251%
®
HU28
16 1Y. 5i'a
3 -
(14)16d
(6) 16d
1,550
2,720
3,095
3,335
+276%
HUS26
16 1'/a 7
3 -
(22)16d (a) 16d
2,000
3,965
4.120
4,220
+409%
17,127, FL, L5, L17
HUS28
18 3'/e 4'/a
2 -
(4) l6d
(4) l6d
1.165
1,030
1,180
1,P80
Lowest
LUS26-2
2 -
(6)16d
(4)16d
1,165
1,315
1.500
1,625
+8%
Q
LUS28-2 18 3'/s 7
2 -
(8)16d
(4) lOd
740
1,150
1,305
1,410
+65%
DBL U26-2 16 3'/a 5
2xB 14 3'/a 7%s
2 -
(6) 16d
(6) 16d
1,550
1,595
1,615
1,960
+188%
17, FL, L17
HUS28-2
14 3'/a 7
2'!z Min.
(10)16d (4)10d
760
1.490
1,680
1,805
+397%
©
HU28-2 I HUG28-2 14 3,/a 1 7
1 2+k I Max.
(14)16d (6)10d
1.135
2,085
2,350
2,530
+418%
10d led header fasteners. Uplift loads 5.
DF/SP loads can be used for SCL that has fastener holding
capacity
"
1. Uplift loads apply to and
have been Increased for wind or earthquake loading with no
6.
of Doug Fr.
TruNss chord
n tension may limitallows ble
further Increase allowed. Reduce where other
loads govern.
ANSVTPross-g 41 Simpson Stro
ConnectordSelecto�
2. tOd commons or 16d sinkers may be used instead of the
withsoftware includes the evaluation of•cross-grain tension In Its
hanger
'
specified 16d at 0.84 of the table load value.
allowable loads. For additional informadon, contact Simpson
Strong Tie.
" H
3.16d sinkers may be used Instead of the specified 10d
7,
Nails: 16d = 0.162'
dia. x 3'k'
long, 10d
= 0.148"
dia. x 3"ng
lo,
commons with no load reduction. (16d sinkers are not
10d x 1 W = 0.148'
dia. x 1 Ye" log. See pp. 26-'27 for other
nail sizes
acceptable for HDG applications.)
4. Min. nailing quantity and bad 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
io:t_ranouvvf i wnrnv
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
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 8.85 ft. from roof edge.
DESC.= MV14
PLT. TYP: WAVE DESIGN CRIT•FBC2r17RES[rPQ0l4
FLORMA
QUALITY TRUSS
TELL (954) 975-3384
FAX: (9 14 7."980
..'3120 N.W 16tfiTERRACE`.
PIDAWANO IWACHi PL 33064.
12
6.5
14'
Bt
12'
I MIS UVVU. t'KtYAMW UY I tit ALNINt JUtl Utb]UNtK I'KUUKAM MUM I KU,AJ Mrrca LATUU 1
170 mph wind, 17.70 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ftfrom roof edge, RISK CAT 11, EXP B.
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.
Right end vertical not exposed to wind pressure.
See DWG VAL180101014 for valley details.
f�
� F
ri
Ll
112X4
R=94plf U=100plf RL=17/-4plf W=14'
(Rigid Surface)
QTY= 1 TOTAL= 1
••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
wilding Component Safety Information, by TPI and VJTCA) for safety practices prior to perforating these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
xoperiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections E13,
or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 160XZ for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.
Aseal on this drawing or cover paya Ilaling this drawing, Indicates acceptance of professional engineering responsibility solely for the
slon shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 Sea2,
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinst.crg; WTCA: www.sbcindustry.com; ICC: www.locsafe.org
REV. 17.02.02A.1213.20
SEQ = 40118
SCALE=0.3750
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.OpSf
15.0PSf
10.0PSf
O.OPSf
45.OpSf
REF
DATE 03-27-2019
DRWG
O/A LEN. 14
DUR.FAC.
1.25
JOB M 19HSO44
SPACING
24.0"
TYPE VAL
Top Chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent five 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 9.12 ft. from roof edge.
DESC.= MV12
PLT. TYP: WAVE DESIGN CRR=FBC2017RESRPI.2r14
��
FLORMA
QUAIA7 TRUSS
' TEL. (954) 97SL3394
• F' X; (054) 9 9-8980
312B N %V.-16lh TERRACE
PIDWAN01WACH'i FL 3304
v
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph Wrid,18.24 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B,
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.
Right end vertical not exposed to wind pressure.
See DWG VAL180101014 for valley details.
1 TOTAL=1
R=94plf U=100plf RL=17/-4pif W=12'
(Rigid Surface)
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and MCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections a3.
137 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Buildup Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSIRPI 1, or for handling, shipping, installation 6 bracing of trusses.
Aseal on this drawing or cover page Ilsting this drawing, Indlcatas acceptance of professional engineering responsibility solely for the
design shown, The sultabi0ty and use of this drawing for any structure Is the responsibility of the Bultdln g Designer per ANSI/TPI 1 Seo2
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpimt.org; MCA: www.sbdndustry.mm; ICC: wwwl=afe.org
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40116
SCALE=0.5000
REF
DATE 03-27-2019
DRWG
O/A LEN. 12
JOB #: 19HSO44
TYPE VAL
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets 1-1360 live and U240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 9.39 ft. from roof edge.
' IDESC. = MV10
PLT. TYP. WAVE
F RIDA
QUALITY TRUSS
TEL: (954) 9?5-3394
FAX: [954).9Z&8980
'3I20 N.W.:16th TERRACE.
00WPANO BEACH VL 3306(
DESIGN CRIT-FBC2Dl7RESrrPl-2D14 FTIRT-20%(D%)I e(D)
I HIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGRAM I-KUM I KUSS MI-K*b LAYUUT
170 mph wind, 18.78 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
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.
Right end vertical not exposed to wind pressure. See DWG VAL180101014 for valley details. q l I -
lb
rn
K4
R=94plf U=100plf. RL=17/-4plf W=10'
(Rigid Surface)
QTY= 1 TOTAL= 1
•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
Wlding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
xoperiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
' car B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details• unless noted otherwise.
rfar to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any (allure to build the truss
conformance with ANSVTPI 1. or for handling, shipping, Installation 8 bracing of trusses.
Aaeel on this drawing or cover page gating this crewing. Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSUTPi 1 SOR2.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.cam; TPI: www.tpinsLorg; 1ARCA: www.sbcindlstry.com; ICC: wwwlccsalsorg
REV. 17.02.02A.1213.20
SEQ = 40114
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0PSf
10.0PSf
O.OPSf
45.Opsf'
REF
DATE 03-27-2019
DRWG
O/ALEN, 10
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE VAL
,b:(19HSO44) /MV8
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
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.
DESC. = MV8
PLT. TYP: WAVE DESIGN
-F'LOR1DA
QUALITY TRUSS
2'ELt (954) 974-3384
'FAX. (950978-8980
3120 N.1V 160i TERRACE
2 0r"AM ]TEA.CEIii F1:330".
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B,
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. �%—
Right end vertical not exposed to wind pressure. I /J
See DWG VAL180101014 for valley details. I
'v
v
61
6' 2' �{
R=94plf U=100pif RL=20/4plf W=8'
(Rigid Surface)
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installersshag provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
E17 or 810, as applicable -Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSOPI 1, or for handling, shipping. Installation 3 bracing of trusses.
A seal on title drawing or cover page listing this drawing, Indicates acceptance of professional engineering rasponsibltity solely for the
design shown. The suitability and use ofthis drawing for arty structure Is the maponalbl0ty ofthe Building Designer perANSVTPI 1 Seo.2.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbeg.com; TPI: www.tpinstarg; WTCA: www.sbcindustry.cem; ICC: www.i=afe.org
REV. 17.02.02A.1213.20
SEQ = 40112
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 8
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE VAL
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets U360 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.
DESC.= MV6
PLT. TYP: WAVE DESIGN CRIT-FBC2m7RESfrMD14 FVftT-M%(0%)r0(0)
FLORMA
QUALITY TRUSS
TEL: (954) 975-3384
IFA:X. (454).0ft 3980
3120 N.W. 1611i TERRACE .
POMPANO REACH; PL 3311".
0
t nta uwo. rrcernrreu nT the Nt.rtwe dun tuealutveR rrc�urtrTm rrtvm rt��� wart o �.. r w
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC
DL=5.0 pall, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design.
Right end vertical not exposed to wind pressure. n�
See DWG VAL180101014 for valley details.
QTY= 2 TOTAL= 2
X4
R=94plf U=100plf RL=11/-4plf W=V
(Rigid Surface)
"IMPORTANT" FURNISH THIS DRAWING TO ALLCONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fallow the latest edition of SCSI
ullding Component Safety Information, by TPI and WTCA) for safety practices prior to perfanning these functions. Installers shag provide
nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
xoperly attached dgld ceiling. Locations shown for permanent lateral restraint otwebs shall have bracing Installed per SCSI sections B3,
or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings ISGA-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSIfrPI 1, or for handling, shipping, Installation & bracing of trusses.
A sea] on this drawing or cover page Ilating this drawing, Indicates acceptance of profeesional engineering responsibility solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSYMI 1 SeoS.
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPI: www.tpinsLorg; WrCA: www.sbcindustry.com; ICC: wwwl=afe.org
REV. 17.02.02A.1213.20
SEQ = 39931
SCALE=1.0000
TIC LL
TC DL
BC DL
BC ILL
TOT.LD.
20.Opsf
15.0psf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 6
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE VAL
IUU.( ronAUY4J I Mv.
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
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 7.50 R from roof edge.
1 HIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM F'KUM I KUSS MI'K'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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.
Right end vertical not exposed to wind pressure.
See DWG VAL180101014 for valley details.
r 4' 1' �{
B1
R=94plf U=100plf RL=16pif W=5'
(Rigid Surface)
DESC. = MV5 SEQ = 39990
PLT.TYP: WAVE DESIGN CRIT-FBC2017RESIM2014FTIRT-20%(0%V0(0) QTY=1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=1.0000
'•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
1'LO1liiJri:
9A 'r�.v
LUAL j USS
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety prad(oes prior to perfomdng these functions. Installersshag provide
temporary bracing per SCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have
e property attached rigid oelling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSIMI 1, or for handling, shipping, Installation & bracing of trusses.
A seat on this drawing or cover page gating this drawing, Indicates acceptance of professlonal engineering responelbigty aoley Por the
deslgnshown. The suitaWgtyand use ofthis drswingfor any structurolsthe responalblilly ofthe8ulidingDesigner per ANSA' Seo.2
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.wm; TPI: www.tpinsLorg; MCA: wwwsbdrdustry.mm; [CC: wwwlccsafe.org
TC DL 15.0psf
BC DL 1 O.Onsf
P
BC LL O.Opsf
TOT. LD. 45.Opsf
DRWG
O/A LEN. 5
TELL (950 975-3384'
IIAX- (95,0 07 8980
.3120-M,W 163uTERRACE.
POMYATM REACH, VL 3$084.
DUR.FAC. 1.25
JOB M 19HSO44
SPACING 24.0
TYPE VAL
IDD;(IanbUag) rlwva
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets L/360 rive and L/240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 7.58 ft. from roof edge.
DESC. = MV4
PLT. TYP: WAVE DESIGN
�T
IEZOIttDA
Q AL=T.RVSS
TELL (954)'975-3384
FAX: (954) W,"950
2312.0 N.%V 1611iTERRACE .
POMPANO MACF4 P'L 33064,
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.16 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT It, EXP B, 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. r*
Right end vertical not exposed to wind pressure.
See DWG VAL180101014 for valley details.
R=94plf U=100plf RL=15plf W=4'
(Rigid Surface)
QTY= 4 TOTAL= 4
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
B7 or a10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Asset on this drawing or aver paegpe listing this crewing, Indicates acceptance of professional onglnsering reaponsib@ty, coley for the
design shown. The suitability and use of this drawing for any structure Is the msponalblgty, of the Building Designer perANSIRPI 1 Saa2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.am; TPI: www.tpinstorg; WTCA: www.sbdndustry.am; ICC: wwwJc safe.org
REV. 17.02.02A.1213.20
SEQ = 39933
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 4
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE VAL
b:(19HSO44) /MV2
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Bottom chord checked for 10.00 psf non -concurrent live load.
See DWG VAL180101014 for valley details.
12
6.5
2'
Ca]
R=186# U=22# RL=24# W=2'
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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.
Deflection meets L/360 rive and U240 total load. Creep increase factor for dead load is 2.00.
DESC. = MV2 SEQ = 39855
PLT. TYP: WAVE DESIGN CRIT•F8D2017RE.SRPF2014FTrtiT-20%l0%M0) QTY= 18 TOTAL= 18 REV. 17.02.02A.1213.20 SCALE=1.0000
••WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
Trusses require extreme care In fabricating, handling, shipping. Installing and bradrg. Refer to and follow the latest edidon of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shell have
a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
B7 or 870. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings lsoMzfor standard plate positions.
TC DL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
Y,�1f Ys•�t�
J<: i+ORMA
.Q T A 7r 9rrin�{)• rmuss
i:LJt1L111 1i�VV
DRWG
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSUTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
A Deal:
The:divantiiro'awnince of lfessional ngpeI1ae
dwadusoamvoncn:n:pdinn82
For more Information see this lob's general notes page and these web sites:
ITwBCG:www.ilwb cg.wm; TPI: www.tpinsLorg; WTCA: www.sbdMratry.com; ICC: wwwlasele.org
TOT. LD. 45.Opsf
'
O/A LEN. 2
TPS,C �954).716-33>34.
FAX: (434)97&80
P%K 16diPEPRACE
POAVJVNO0F.ACA PL33064.
1.25
F.3120
JOB#: 19HSO44esgnswn.
SPACING 24.0"
TYP E VAL
b:(19HS044) / MV3
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent live load.
See DWG VAL180101014 for valley details.
DESC. = MV3
PLT.TYP-WAVE
FLO]MA
(950
(950,
3120 N.W.:161
P!%i1tPAP40 BE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 17.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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. tl�
Deflection meets L1360 live and U240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 8.59 ft. from roof edge.
R=92pif U=100plf RL=10plf W=3'
(Rigid Surface)
;IGNclar-FBc20I7RE8 a1-2o14FrmT-20%(D%)10(0) QTY= 2 TOTAL= 2
"WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWING]
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handfing, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
Ing Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
3rary bracing per SCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have
3eriy attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
dormance with ANSIrrPl 1, or for handling, shipping, Installation 8 bracing of trusses.
A aeal on this drawing or cover page listing We drawing, Indicates acceptance of professional mpineering responsibility not for the
n shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANBUTPI 18ea4.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.1twbcg.com; TPI: www.tpinstorn; WTCA: www.sbcindustry.com; ICC: www.i=afe.org
REV. 17.02.02A.1213.20
SEQ = 40949
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 3
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE VAL
,b:(19HSO44) /PB5
Top chard 2x4 SP #2 N
Bol chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chard checked for 10.00 psf non -concurrent live load.
See DWG VAL180101014 for valley details.
i - 2'11-13/16' 3'3-7/16"
12
6.5
a 2X4(A1
T
4•
9'3-1/16"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
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.
Deflection meets L/360 five and L/240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 22.32 ft. from roof edge. f t
2'11-13/16" �{
is
--r d
fV
2X4(A1)
R=104pif U=100plf RL=8/-8plf W=9'3-1/16"
(Rigid Surface)
DESC. = PB5 SEQ = 41436
PLT. TYP: WAVE DESIGNCRIT-FBC2G17RES/ MD14FrIRT-2ovctGxy0(ot QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=0.7500
"WARNINGI•" READ AND FOLLOW ALL NOTES ON THIS DRAWING
-IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
_
_pL *y�A
,a '1r 1�iJTA�
TRUSS
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and VJTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections S3,
B7orQVXLITY
Refer to drawings 160A Z for standard plate poslates to each itron of lass and position as shown above and on the Joint Details, unless noted otherwise.
TC DL 15.0 psf
BC DL 1 O.O Sf
p
BC LL • 0.0 pSf
DRWG
- TELo (95Q 975-3384 -
FAX. 978& 980
( -
3I2oN.W.'16tii'TEEMACE
POMPANO BEAC1417L' 33064.
rnV Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of lasses.
Aseal anthis drswln or cover page listing this drawing, Indicates acceptance of professional anglneedngresponsibl0ty solely for the
designthaw. The suitablty and use ofthis drawing for any structure lsthe responsibility ofthe BulldlngDesigner par ANSIRPl1Sec2.
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcirdustry.com; ICC: wwwjeasafe.org
TOT.LD. 45.Opsf
O/A LEN. 101105
DUR.FAC. 1.25
JOB#:19HSO44
SPACING 24.0"
TYPE VAL
Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense:
Bat chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent live load.
Deflection meets 1_/360 live and U240 total load. Creep increase factor for dead load is 2.00.
MWFRS loads based on trusses located at least 10.89 ft. from roof edge.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
('7 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning
requirements.
170 mph wind, 21.78 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
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.
See DWG VAL180101014 for valley details.
1+ 11-13/16" 1 T3-1/2"
T 6.5 8
=2X4(A1
a �
1 2
DESC. = PB6
PLT. TYP: WAVE
>
FLORMA
QUALITY TRUSS
TieL;t(950 9'WS-338rk
FAX `
A Xg (95Q 9. 78-8980
*. 3120 N.16th TERRACE .
POUWANO U"CHi PL 3308a.
9'3-1/16"
AGN CW-FBC2017RESrrK20l4 FT/RT-20%(0%)r0(0) QTY=2 TOTAL=2
"WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
ing Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
rmly bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
lerly attached dgid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
to drawings 16OA-Z for standard plate positions.
ITIN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
Z;,,.ance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.Aeal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely forthe
n ehown. The suitability end use of this drawing for any structure Is the responsibility of the Building Designer per ANSViPI 1 Sea2.
For more information see this job's general notes page and these web sites:
ITWBCG:www.itwbcg.com:TPI:www.tpinst.org;WiCA: www.sbcindustry.com; ICC: www.lc fe.org
11-13/16" ---1
For
a MR m
2-3/4"
R=104plf U=100plf RL=4/4plf W=9'3-1/16"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 41439
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 101105
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE VAL
ib:(19HSO44) / V4
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Bottom chord checked for 10.00 psf non -concurrent live load.
See DWG VAL180101014 for valley details.
DESC. = V4
PLT. TYP: WAVE
FLORMA:
QUAi:ITY TRUSS
f
'CL�L: (954J 975-3334
F,AX: (454) 9Z&8980
'3I2t1 A7.R: 16th TEiiRACE.
POMPANO "ACHti PL 330"..
47 =3X4
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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.
I
2 2'
R=93plf U=100plf RL=5/-5plf W=4'
(Rigid Surface)
Deflection meets L/360 live and L/240 total load. Creep increase factor far dead load is 2.00.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
FrmT-20%(O%Y0(0) QTY= 1 TOTAL= 1
'IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
xopedryy attached dgid calling. r BCSI. nless noted Locati Locations shown for permanent lateral eschord shall have traln property
webs shall haystructural
b acing Installed per BCSI sectionand bottom chord s shall have
Ve
'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
fifer to drawings 160A-2 for standard plate positions.
ITW Bulidbg Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, Irstallabon & bracing of trusses.
Aseat on this drawing or aver page gating this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign Mown. The suitability and use of this drawing for arty structure Is the responsibility of the Building Designer perANSUTPI 1 Sea2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPI: www.tpinstorg; WTCk www.sbcindustry.com; [CC: wwwJccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40725
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opaf
15.0psf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 4
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE VAL
b:(19HSO44) /V4A
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Bottom chord checked for 10.00 psf non -concurrent live load.
See DWG VAL180101014 for valley details.
12
T 6.5 p
d
a
4'
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
3X4(D1)
R=93plf U=100plf RL=5/-5plf W=4'
(Rigid Surface)
DESC. = V4A
PLT. TYP.-WAVE
DESIGN CRIT=FBC2017RESRPM14FTIRT-M%(e%y0(0) QTY= 2 TOTAL= 2
"WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
Oyhyp�A�
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property Beached structural sheathing and bottom chord shall have
, ii..1/iiLL
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
TT,;� Y YAMIeUS
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
v
Refer to drawings 16OA-Z for standard plate positions.
rTW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss
TE7Le.(95Q 975-3384
In conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses.
FAX: (934j 0S-8980
A seal on this drawing or aver page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
-
3120 N.W.- l¢thTERRACE
design shown. The suitability and use of this drawing for any structure Is the maponsibillty, ofthe Building Designer per ANSIMI 1 Ssa2.
2'OAVANU 0 AC1l 1'L 331184.
For more Information see this lab's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbdndmtry.com; ]CC: www.iccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40383
SCALE=1.0000
TIC LL
TIC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 4
DUR.FAC.
1.25
JOB #: 19HSO44 .
SPACING
24.0"
TYPE VAL
b:(19HSO44) /V8B
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chard checked for 10.00 psf non -concurrent live load
See DWG VAL180101014 for valley details.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.1 B
Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets U360 live and U240 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.
210-1/2" 2'3" 210-1/2"
12
6.5
io
a5
=3X4(D1
DESC.= V86
PLT. TYP: WAVE DESIGN CRIT"FBC2017RESn
FLORMA
QUAIATY TRUSS
TEL: ,(450 WS-3384
FAX. (954) 97848980
3120 N.W. 1611i TERRACE .
BOWPANO ESACH'j PL 33064.
i14X5(R)
1 TOTAL= 1
///4X5(R)
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a properly attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSUTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
Acoal on this drawing or cover page listing this drawing, Indicates acceptance of profesotonal engineering responsibility solely for the
dealgn shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Deslgnor per ANSVTPI 1 Seo.2.
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbeg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; [CC: www.1cwafe.org
R=94plf U=100plf RL=4/-4plf W=8'
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40727
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 8
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE VAL
b:(19HSO44) /V8A
Top chord 2x4 SP #2 N
Bol chord 20 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psi non -concurrent five load.
See DWG VAL180101014 for valley details.
1'10-1/2"
12 %4X5(R)
6.5
fO=3X4(D1
m
d
1112
4'3"
8'
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT It, EXP B,
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.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
DESC. = V8A
PLT. TYP:WAVE DESIONCRIT•FBC2017RESfTPF2014FTIRT=21%(D%y0(0) QTY= 2 TOTAL= 2
••WARNINGIe• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI.
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and VVTCA) for safety praclices prior to perlormirg these functions. Installers shall provide
OYyyyy temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
i`i� ..LNiiiJJ a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
.,�r1ra it ira..�s .rpv�� B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
LAX-T- 1 M Refer to drawings 160A-Z for standard plate positions.
ITW Bullring Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
Lt (954I.9?5-338In conformance with ANSIrrPI 1. or for handling, shipping. Installabon 8 bracing of trusses:
,�,
Pet L. (4S4y 97&S984 A seal on this drawing or cover page lieling this drawing, Indicates acceptance of professional engineedng responsibility soleMr the
3320 %+T �V. t6t3i'fiERRACE , deslgn shown, The suitability and use of this drawing for airy structure is the responNGtity of the Building Designer per ANSVTPI l ly Seo 2.
For more Information see this job's general notes page and these web sites:
rlDN WAND ifl3a Cai VL 33064. ITVVBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbdndustry.00m; ICC: www.i=afe.org
a
1'10-1/2"
R=94plf U=100pif W=8'
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40381
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10.OPSf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 8
DUR.FAC:
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE VAL
/SP #2 N
,4SP#2N
.4 SP #3
//
�, . lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better'T' reinforcement. 80% length of
1ber. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc.
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 8.58 ft. from roof edge.
m 3X4(D1
12
6.5
1112X4 1112X4
16'
0
3
so
co
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 17.16 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
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. ppryry
Right end vertical not exposed to wind pressure. t}
Bottom chord checked for 10.00 psf non -concurrent live load.
See DWG VAL180101014 for valley details.
R=94plf U=100plf RL=17/-4pIf W=16'
(Rigid Surface)
DESC. = MV16 SEQ = 40121
PLT. TYP: WAVE DESIGN CRn"reC2017RESRPI-2014FT/RT•m%(0%Y0(0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.2500
"WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWING[
TC LL 20.Opsf
REF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
DATE 03-27-2019
Trusses require extreme care in fabricating, handling, slipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TIN and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
TC DL 15.Opsf
BC DL 1 O.On$f
�.y ^Yyg�
i4VIRM
DRWG
.L
. QU 7w TRUsas
a property attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Instalbed per SCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
r
O.Opsf
L
Refer to drewlrgs 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTP11. or for handling, shipping, installation d bracing of brasses.
BC LL
TOT.LD. 45.Opsf
O/A LEN. 16
TLr1;( (95Q 475-3384
VAX, (430 978-8980
Attest on this drawing or cover page gating this drawing, Indicates acceptance of professional engineering responsibility solely forthe
design shown. The mailability and use ofthisdrawingforartystructurs lithe responsibilityoftheBWidingDesigner perANSVTPI1Ssc.t
DUR.FAC. 1.25
JOB #:19HSO44
'312(1 N"R: 161h T'EIiR:ACE`.
POt14WANODEACHtVL330k
For more Information see this Job's general notes page and these web sites:
ITWBCG_www.itwbcg.mm;TPl:www.tpinstorg;WrCA:www.sbdndusby.com;ICC:www.i=afe.org
SPACING 24.0"
TYPE VAL
Ib:(19HSO44) /CJ34
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent live load.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B. wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads avid reactions based on MWFRS with additional C&C member design.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
R=77# Rw=26# U=32# NAILED
12 1112x4
4.25 p
T7
EEW B1 W1 �h
T
N
1 13
2'6"
f 2'11-3/4" 1 6-1/4" +{
3'6"
R=121# U=14# RL=42# NAILED R=268# U=85# W=8"
(Rigid Surface)
DESC. = CJ34
FinTYP:WAVE DESIGN CRff-F8C2M7RESrrPl-2114FT/RT-2096(e%yIXe) QTY=4 TOTAL=4
'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' THE INSTALLERS.
'
e
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shell provide
�w �yl��,�A,�.�a�
' islJrr+YQrjeLriLT/1irs��rT
shall have
temporary bracing and bottom chord shall have
perI. nlLoptlonness s attached ubracing
for of stalled
SS
a property attached ceiling. shown permanentrlateral restraint webs shall have inral
per SCSI Sections S3,
B7 or to each few �� and position as shown above and on the Joint Details, unless noted otherwise.
QUAX-r i jR
Refer toldrawf�s 160A-Z forpsiarplates
dard plate positiore'
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
: (95Q
'iiir,:'t954) 975-3384
in conformance with ANSIrTPI 1, or for handling, shipping, Installation 6 bracing of trusses.
FAX-1 975-3394
A sealon Oda drawing or cover pope gating this drawing, Indicates acceptance of professional engineering responsibility sclay for the
3'I2(i NW. 16tti'r�Rx'aCTs
design shown. The sultabitlty and uss of this drawing for any structure Is the responsibility of the Building Designer par ANSVTPI 18eo 2
,
PQMI'AN(i i313r1r�vv�YfL 13084
`^"t
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; [CC: wwwJc safe.ora
REV. 17.02.02A.1213.20
SEQ = 40627
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10:0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 30600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE JACK
Job:(19HSO44) / CJ14
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N
170 mph wind, 15.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
Bot chord 2x4 SP #2 N
DL--5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent five load. Wind loads and reactions based on MWFRS with additional C&C member design.
` r
" d
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
1
12 R=51# U=20# NAILED
4.25 p
8— - --- —
=3X4(B1
10
T
d
1
B,
�- 1'6° -{
R=69# U=9# NAILED R=30# NAILED
DESC. = CJ14
SEQ = 40619
PLT. TYP: WAVE
DESIGN CRn-FlIC2017RES"l-2014FTIRT-20%(0%Y0(D) QTY= 4 TOTAL= 4
REV. 17.02.02A.1213.20
SCALE=1.0000
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
TC LL 20:Opsf
REF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DATE 03-27-2019
�r
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
TC DL 15.0Psf
(Building Component Safety Information, by Tot and WTCA) for safety practices prior to performing these functions. Installers shag provide
DRWG
'♦1`YLrV�1V31TJ1tDs�'r�r
temporaryper otherwise,bottomshall have
chord eral
property for per ain a webs shall have bracing
BC DL 10.0Psf
(� c�
Qw ` Muss
attached permanent latp resproperty
rigld celring.mlew Locations hoown fo installed per Section
B7 or as applicable.to each face trr�s and position as shown above and on the Jdrd Details. unless noted otherwise.
s16OA-Z sttanda
O.OPsf
'1 a j
Refer oldrawi for d plate positiorlates
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
BC LL
TOT.LD. 45.0pSf
O/A LEN. 10600
_i
TEL: (954) 975 3384
DUR. FAC. 1.25
JOB #: 19HSO44
F/}X (934).9Z8 6498 8980
4)116t7
Aril on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering rospondbtgty solely for the
deslgn shown. The sultsblgty and use of this drawing or any structure Is the responsibility of the Building Designer perANSVIPI 1 Baez
3I2A N.W ACCE'
1`01"AW0 TiLA' CH' Pl, 33U61.
t
For mo%information see this job'sgeneral notes page and Ness web sites: g
ITWBCG: www.itwb com; TPI: www. instor ; WTCA: www.sbdndus com; [CC: www.iasafe.o
SPACING 24.0"
TYPE JACK
b:(19HSO44) /1-1J7
Top chord 2x4 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to vAnd
Sub -fascia beam assumptions: B-0-0 sub -fascia beam on the 2-5-8 cantilever side. B-0-0 sub -fascia beam on the 2-5-8
cantilever side.
Defection meets L/360 live and LJ240 total load. Creep increase factor for dead load is 2.00.
a
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11. EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
The following members need concentrated loads at the heel: 6-0-0 span/setback member on the 2-5-8 cant side requires 92
Ibs and the 6-0-0 span/setback member on the 2-5-8 cant side requires 92 lbs.
Hipjack supports 7-5-8 setback jacks with 2-5-8 cantilever one face; 2-5-8 cantilever opposite face.
/
R=218# U=91# NAILED
io
fo ;�
A `b
1 -- 41-1/16" 1 6'5-7/16" - I
10'6-1/2"
R=691# U=146# W=11-5/16" R=41/-14# Rw--49# NAILED
(Rigid Surface)
DESC. = HJ7 SEQ = 40305
PLT. TYP: WAVE DESIGN CRrT-FBC2➢17RESrrM2014FT/RT-2D%(e%yD(o) QTY= 5 TOTAL= 5 REV. 17.02.02A.1213.20 SCALE=0.5000
•'WARNINGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
TIC LL 20.Op$f
REF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DATE 03-27-2019
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached sWciural sheathing and bottom chord shall have
TIC DL 15.Opsf
BC DL 100 Sf
p
�A
DRWG
�T4X Y Y-rry 'MUSS
aJrsa.+ii J i11V o
e propedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,
B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses.
.
O.O n$f
BC LL r�
TOT.LD. 45.Op$f
'.
O/A LEN. 100608
TELc (954) 975-338,
'FAX; j954},978-8980
Aeatd on this drawing or cover pegs Ileting this drawing, Indicates sceephnce of professional engineering raepondbitity solely for the
designshown. The suitability and use ofthisdrawing for any strucNnlsthe responsiGBtyoftheBuilding Designer per AN31/TPI1Soc.2,
DUR.FAC. 1.25
JOB #:19HSO44
3120 r-T.W.: I6&TERRACE' .
PIDAIPANOMACajVL$3864.
For more Information see this job's general notes page and these web sites:
ITWBCGwww.Itwbcg.com;TPl:www.tpinstorg;WTCAwwwsbdndustry.com;ICC:wwwJccsafe.org
SPACING 24.0"
TYPE HIP JACK
b:(19HSO44) / HJ7E
Top chord 2x4 SP SS
Bot chord 2x4 SP SS :B2 2x4 SP #2 N:
Webs 2x4 SP #3 :W3 2x4 SP #2 N:
Left cantilever is exposed to wind
Sub -fascia beam assumptions: 6-0-0 sub -fascia beam on the 2-5-8 cantilever side. 6-0.0 sub -fascia beam on the 2-5-8
cantilever side.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
DESC. = HJ7E
PLT. TYP: WAVE
apf'r
FLORMA
QUALITY TRUSS
TELL(9SQ 975-3394
FAX-. (954).9784980
3120 N.W. 16th'IERRACE
POMPANO MS AlClli EL 330"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 it mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
The following members need concentrated loads at the heel: 6-0-0 span/setback member on the 2-5-8 cant side requires 92
Ibs and the 6-0-0 span/setback member on the 2-5-8 cant side requires 92 lbs.
Hipjack supports 7-5-8 setback jacks with 2-5-8 cantilever one face; 2-5=8 cantilever opposite face.
R=217# U=69# NAILED
T10" 1' —— 1'8-1/2"
10'6-1/2"
R=766# U=146# W=11-5/16" R=93/-46# NAILED
(Rigid Surface)
DESIGN CRrT"F0C2017RESrr`I-M14 FTIRT"20%(0%y0(0) QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme cafe in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
.properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
137 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSUTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
Aaeal on this drawing or cover page listing this drawing, Indleat is acceptance of professional engineering responalblitty solely for the
design ahown. The suitability and use of this drawing for any atructurs Is the responalb]Uty of the Suildng Designer per ANSVTPI 1 Seo.2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.ttwbcg.com; TPI: www.tpinstorg; WTCA www.sbcirdhstry.com; ICC: www3ccsafe.og
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40740
SCALE=0.5000
REF
DATE 03-27-2019
O/A LEN. 100608
JOB #: 19HSO44
TYPE HIP —JACK
ib:(19HS044) / HJ6
Top chord 2x4 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Sub -fascia beam assumptions: 5-0-0 sub -fascia beam on the 2-5-8 cantilever side. 5.0-0 sub -fascia beam on the 2-5.8
cantilever side.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
T
6-112
1
DESC.= HJ6
PLT. TYP: WAVE
FLORMA
QuAUTY TRUSS
TEL' (954) 97'r3384'
FAX: (954).97"980
3I20-N W. 149i TERRACE'
JeIDWANO EEACHi VL 33064
B,
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
The following members need concentrated loads at the heel: 54)-0 span/setback member on the 2-5-8 cant side requires 63
Ibs and the 5-0.0 span/setback member on the 2-5-8 cant side requires 63 lbs.
Hipjack supports 6-5-8 setback jacks with 2-5-8 cantilever one face; 2-5-8 cantilever opposite face. 9'..
41-1/16^ -1- 60-1/2"
DESIGN CRIT-F6C2DURESRPI-2014
R=141# U=53# NAILED
fD
m
ti
rn d
9'1-9/16"
R=655# U=122# W=11-5/16" R=41-55# Rw=39# NAILED
(Rigid Surface)
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
Ing Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installer: shall provide
)nary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
perly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 133,
Bio, as applicable. Apply plates to each face o1 truss and position as shown above and on the Joint Details, unless noted otherwise.
to drewirgs 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
dormanee with ANSI/TPI 1, or for handling, shipping, installation 8 bracing of trusses.
Aseal on this drawing or cover page gating this drawing, Indicates acceptencs of professional engineering responsibility solely for the
n shown. The suitability and use of this drawing for any structure Is the responsibility of the Build]ng Denlgnor per ANBVTPI 18ea.2.
For more Information see this job's general notes page and these web sites:
IT WBCG: www.itwbcg.wm; TPI: www.tpinsLorg; WrCA: www.sbcindustry.mm; ICC: www.1casafe.org
REV. 17.02.02A.1213.20
TC ILL
20.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
)
SEQ = 39964
SCALE=0.7500
REF
DATE 03-27-2019
DRWG
O/A LEN. 90109
JOB #: 19HSO44
TYPE HIP JACK
D:tl SlribU44) Ir1JD`J
Top chord 2x4 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Sub -fascia beam assumptions: 5-8-8 sub -fascia beam on the 2-5-8 cantilever side. 5-8-8 sub -fascia beam on the 2-5-8
cantilever side.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
I Nib UWCj. YKtNAKtU tiY 1 Kt ALNINt JUB Ut,IUNtK NKUUKAM hKUM I KUbb MrKb LATUU 1
170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
The following members need concentrated loads at the heel: 5-8-8 span/setback member on the 2-5-8 cant side requires 84
Ibs and the 5.8-8 span/setback member on the 2-5-8 cant side requires 84 lbs.
Hipjack supports 5 8 8 setback jacks with 2-5-8 cantilever one face; 2-5-8 cantilever opposite face.}
41-1/16" 3'11-3/4"
DESC. = HJ59
PLT.TYP: WAVE DESIGN CRr"Fsc2ot7RESri 2014FTmT-20%(G%Y0(0)
FLORMA
QUALITY TRUSS
TELf (954) 975-3384
FAX, (954}.9j8-3930
'3120 NA* 16di'TERRACE
POW&NO DEA.CYi,.ft a. 064.
R=102# U=26# NAILED
8'0-13/16"
R=668# U=136# W=11-5/16" R=131# Rw=45# NAILED
(Rigid Surface)
QTY=1 TOTAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Instating and bracing. Refer to and follow the latest edition of BCSI
Gig Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
)rary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
party attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
to drawings 160XZ for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
Iformance with ANSVIPI 1, or for handling, shipping, Installation 6 bracing of trusses.
Aseal on this drawing or cover page Hating this drawing, Indicates acceptance of professional engineering responsibility solely for the
n shown. The alltiblUty and use of thle dmwing for airy structure Is the responalblOty of the Building Designer perANSUIPI 1 Sao.2.
For more Information see this job's general notes page and these web sites:
ITWBCG: wwwAwbcg.com; TPI: wwwapinstorg; WTCA: www.sbdndustry.00m; [CC: www.imsafe.org
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.0psf
BC DL
10.Opsf
BC LL
O.Opsf
MUD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40393
SCALE=0.7500
REF
DATE 03-27-2019
DRWG
O/A LEN. 80013
JOB #: 19HSO44
TYPE HIP_Jf
Top chord 2x4 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP 93
Left cantilever is exposed to wind
Sub -fascia beam assumptions: 5-4-8 sub -fascia beam on the 2-5-8 cantilever side. 5.4-8 sub -fascia beam on the 2-5-8
cantilever side.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
4'1-1/16"
f� T7-3/16"
DESC.= HJ55
PLT. TYP: WAVE DESIGN
FLODIDA
QUAT YT Y' TRUSS
TEL.(95Q 975-3384 .
'FAX;(95Q 9784980
_3I20 N.W. -169i TERRACE .
foucrA1vU Wes AcFi't eL 33n64.
R=682# U=132# W=11-5/16"
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions'based on MWFRS.
The following members need concentrated loads at the heel: 5-4-8 span/setback member on the 2-5-8 cant side requires 74
Ibs and the 5-4-8 span/setback member on the 2-5-8 rant side requires 74 Ibs.
Hipjack supports 541-8 setback jacks with 2-5-8 cantilever one face; 2-5-8 cantilever opposite face.
3'6-1/16"
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have-
n properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3.
B7 or Bt D, as applicable. Apply plates to each fete of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSM 1, or for handling, shipping. Installation 8 bracing of trusses.
Aseal on this drawing or cover page gating this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The sultabllily and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Seo.R
For more Information see this job's general notes page and these web sites:
ITWBCG: www.ilwbcg.com; TPI: www.tpinst.org; WTCA: www.sbdndustry.com; [CC: www.iccsafe.org
R=84/-B# U=16# NAILED
R=147# Rw=44# NAILED
REV. 17.02.02A.1213.20
SEQ = 41288
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 70703
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-TYPE HIP_JA(
b:(19HSO44) / HJ53
Top chord 2x4 SIR SS
Bot chord 2x6 SP SS
Webs 2x4 SP 93
Left cantilever is exposed to wind
Sub -fascia beam assumptions; 5-2-4 sub -fascia beam on the 2-5-8 cantilever side. 5-2-4 sub -fascia beam on the 2-5-8
cantilever side.
Deflection meets 1-/360 live and LJ240 total load. Creep increase factor for dead load is 2.00.
DESC.= HJ53
PLT. TYP.-WAVE
FLORMA
QUALITY TRUSS
TE1;f (95Q 9"-3384
'FAX, (954) KS-9980
S120 N.W.-160i TERRACE
PIDWANO )BEACH, FL 3306(
12
4.6 p
3'5-11/16"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywheie in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
The following members need concentrated loads at the heel: 5-2-4 span/setback member on the 2-5-8 cant side requires 69
Ibs and the 5-2-4 span/setback member on the 2-5-8 cant side requires 69 lbs.
Hipjack supports 5-2-4 setback jacks with 2-5-8 cantilever one face; 2-5.8 cantilever opposite face.
�1
41-1/16" {- 3'2-15/16"
DESIGN CRIT-FBC2017RESfrP42014 FT/RT"20%(0%y 0(0)
R=73/-17# U=11# NAILED
fo
FD
4
d `o
i'
— T4"
R=693# U=130# W=11-5/16" R=156# Rw=44# NAILED
(Rigid Surface)
QTY= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide -
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
.properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 133,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 1 BGA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or cover page fisting this drawing, Indicates acceptance of profeselontl engineering responsibility solely for the
design shown. The maltabl0y and use of this drawing for any structure In the responsibility of the Building Designer per ANSVI PI 1 Sec.2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.cam; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ]CC: www.Iccsafe.org
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 40723
SCALE=0.7500
REF
DATE 03-27-2019
DRWG
O/A LEN. 70400
JOB #: 19HSO44
TYPE HIP —JACK
b:(19HSO44) /HJ46
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Wind loads and reactions based on MWFRS.
The following members need concentrated loads at the heel: 4-5-14 span/setback member on the 2-5-8 cant side requires 48
Ibs and the 4-5-14 span/setback member on the 2-5-8 cant side requires 48 lbs.
Hipjack supports 4-5-14 setback jacks with 2-5-8 cantilever one face; 2-5.8 cantilever opposite face.
T
s-,rz
1
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Negative reaction(s) of -233# MAX. (See below) from a non -wind load case requires uplift connection.
170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
Sub -fascia beam assumptions: 4-5.14 sub -fascia beam on the 2-5-8 cantilever side. 4-5-14 sub -fascia beam on the 2-5.8
cantilever side.
Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 2.00. I
R=32/-49# NAILED
io
iD
CV
41-1/16" 2'3-1/16" �{
6'4-1/8"
DESC. = HJ46
PLT. TYP: WAVE DESIGN CRIT•FBC2017RESn I'M14 FT/RT"20%10%y 0(0)
i
FLORMA
WAY-= TRUSS
TELt(950 975-3354
FAX.- (984 978-0980
3I20-N�W. 1,61.1iT14RRACE
POUWANO 9"Ck1,'. 'L 35064.
R=771# U=128# W=11-5/16" R=233# Rw=47# NAILED
(Rigid Surface)
QTY= 4 TOTAL= 4
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edtion of BCSI
uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
nporery bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chard shall have
noperiy attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections 133,
'or 1311 as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16GA-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of busses.
Aseal on this dmving or cover pegs Ilating this dreving, Indicates acceptence of professional englneedng responalblgty solely for the
sign shown. The sultablgty and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 Sea2
For more information see this job's general notes page and these web sites:
ITW BCG: wwwJtwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcIndustry.com; ICC: wwwJ=afe.org
REV. 17.02.02A.1213.20
SEQ = 39861
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 60402
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE Hip —JAI
,b:(19HSO44) / HJ42
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Wind loads and reactions based on MWFRS.
The following members need concentrated loads at the heel: 4-2-4 span/setback member on the 2-5-8 cant side requires 39
Ibs and the 4-2-4 span/setback member on the 2-5-8 cant side requires 39 Ills.
Hipjack supports 4-2-4 setback jacks with 2-5-8 cantilever one face; 2-5-8 cantilever opposite face.
DESC. = HJ42
PLT. TYP: WAVE DESIGN
�Z.ORII7A
QUALITY TRUSS
TEL:(954) 975-3384
FAX; (954) 976-8980
3120 N.W. 160i TERRACE .
POIMPArW. 09ACHi FL 33064.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Negative reaction(s) of -295# MAX. (See below) from a non -wind load case requires uplift connection.
170 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, E(P B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
Sub -fascia beam assumptions: 4-2-4 sub -fascia beam on the 2-5-8 cantilever side. 4-2-4 sub -fascia beam on the 2-5-8
cantilever side. /
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load Is 2.00.
I'
41-1/116" 1'9-15/16"
5'11"
R=8409 U=131# W=11-5/16"
(Rigid Surface)
QTY= 4 TOTAL= 4
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require "trams care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edtion of SCSI
(Bullring Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
A seal on this drawing or cover page bating this drawing, Indicates acceptance, of professional engineering responsibility solely for the
design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 SecZ
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com: TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; ]CC: wwwJccsafo.org
R=7/-78# Rw=14# NAILED
R=295# Rw=50# NAILED
REV. 17.02.02A.1213.20
SEQ = 40379
SCALE=1.0000
TC ILL
TC DL
13C DL
13C LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 51100
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIP —JACK
b:(19HSO44) /HJ75
Top. chord 2x6 SP SS
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
:Lt Stub Wedge 2x8 SP SS::Lt Level Return 2x4 SP #3:
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 19.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/_)=0.18
Wind loads and reactions based on MWFRS.
Hipjack supports 5.0-0 setback jacks with no webs.
V
I. 7'4-3/8"
3'6-7/16" { TO-1/8"
R=577# U=184# W=10-9/16"
(Rigid Surface)
DESC.= HJ75
PLT. TYP: WAVE DESIGN CRIT•FBC2017RESrrP42074FTIRT"2D%(e%y0(e) QTY= 2 TOTAL= 2
e•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING]
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
. '
.t,+fr OVy Trry1 w
i it /13 A tv
,QTTAO T�> •npUr7S
V 1 1 ii4.
Trusses require extreme care In fabricating, handling, slipping. Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by Tot and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a properly attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
>•
_
ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping. Installation 6 bracing of trusses.
A seal on this drawing or cover page Ilating this drnving, Indicates acceptance of professlond angineedng responsibility solely for the
design shown. The stritabitity, and use of thla drawing for any structure Is the responsibility of the Building Designer per ANSVrPI 1 Sea2.
For more Information see thisjob's general notes page and these web sites:
ITWBCG: www.itwbcg.cem; TPI: www.tpinstorg; WTCA. www.sbdndustry.com; ICC: www.1ccsafe.og
TELf (954) 97$-3384
FAX, (955.978=$980
3120 N.W.161}i' TERRACE
POMPANO B611i TE 1?1:330 .
R=211# U=118# NAILED
io
cO � io
iV t:
P1
R=68# NAILED
REV. 17.02.02A.1213.20
SEQ = 40693
SCALE=0.7500
TC LL
TIC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 70002
DIJR.FAC:
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE HIP_JA(
b:(19HS044) / HJ66
Top chord 2x4 SP SS
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Sub -fascia beam assumptions: 5.0-0 sub -fascia beam on the 2-5-8 cantilever side. 5-0-0 sub -fascia beam on the 2-5-8
cantilever side.
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
12
3.54 p
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 16.30 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
The following members need concentrated loads at the heel: 5-0.0 span/setback member on the 2-5-8 cant side requires 62
Ibs and the 5-0-0 span/setback member on the 2-5-8 rant side requires 62 lbs.
Hipjack supports 6-5-8 setback jacks with 2-5.8 cantilever one face; 2-5.8 cantilever opposite face.
%
I 6A
3'5-11/16"
B1
r 41-1/16" VID-1/2"
9'1-9/16" —
R=648# U=143# W=11-5/16"
(Rigid Surface)
R=139# U=57# NAILED
`v
`v m
� N
f7
fV
R=5/-54# Rw=43# NAILED
DESC. = HJ66 SEQ = 40973
PLT. TYP: WAVE DESIGN CRIT"FBC2017RESMI-2114FTIRT=zo (0%Y0(0) QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=0.7500
•'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
TC LL 20.Opsf
REF
DATE 03-27-2019
- -
tcrl► »'Yrr
'JL J.rO1�.LVA
� R �n�r^T
QTTAX �1 1 + vsS
Trusses require extreme care In fabricating, handling, shipping, Installing and bradng. Refer to and follow the latest edition of BCSI
(Bullring Component Safety Information, by Tot and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
a property attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
Refer to drawings 180A-Z stanlates to each face of dard plate positions.trussand position as shown above and on the Joint Details, unless noted otherwise.
TC DL 15.Opsf
BC DL 1 O.O Sf
P
BC LL O.Opsf
DRWG
_
RIN Building Components Group Inc. shall not be responsible for any deviation from lids condrawing, any failure to build the truss
In conformance with ANSVTPI 1. or for handling, shipping, Installation a bracing of trusses.
A seal on this drawing or aver page listing this drawing, Indicates acceptance of professional engineering rasponelbllity solely for the
design shown. The suitability and use of this drawing for any structure Is the responsibility ofthe Building Designer per ANSVTPI t Sec.2.
For more Information see this job's general notes page and these web sites:
ITWBCG:wwwAwbcg.com;TPI:www.tpinstorg;WTCAwww.sbdndusby.am;lcc:www1ccsafe.og
TOT. LD. 45.Opsf
O/A LEN. 90109
T +Gb; (954) SYJ5-338¢
FAX-.L. (9S4) 975-338
3120 N.V .:--16f li TERRACE
Q � + ��J
DUR. FAC. 1.25
JOB #: 19HS044
SPACING 24.0"
TYPE , HIP_JA(
u:t iano.") r njeq
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3
Wind loads and reactions based on MWFRS
The following members need concentrated loads at the heel: 0-0-0 span/setback member on the 2-5-8 cant side requires 89
Ibs and the 0-0-0 span/setback member on the 2-5-8 cant side requires 89 lbs.
Hipjack supports 9-5-8 setback jacks. Jacks up to 7' have no webs. Longer jacks supported to BC. 2-5-8 cant one face, 2-5-8
cant opposite face.
T
1
DESC. = HJ94
PLT. TYP: WAVE
TTTT�,�Fr1Lrrry�rOrr�rr�riYtIDr�AUSp
TEE; (954) 975-3394
TAX, (9M97"980
3I20-NI W:16t1i TERILACE .
FOIZ" WO "AC11, 3'L 33064,
4'6-3/4"
13'4-1/2"
R=854# U=226# W=1'10-5/8"
(Rigid Surface)
FT/RT"20%(0%Y 0(0)
I HIS UWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRU55 MFR'S LAYOUT
All plates are 3X4 except as noted.
170 mph wind, 16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
Sub -fascia beam assumptions: 0-0-0 sub -fascia beam on the 2-5-8 cantilever side. 0-0-0 sub -fascia beam on the 2-5-8
cantilever side.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
8'9-3/4"
QTY= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
1ng Component Safety Information, by TPI end WTCA) for safety practices prior to performing these functions. Installers shall provide
nary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
Dedy attached dgld calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
iformance with ANSIf PI 1, or for handling, shipping, installation 8 bracing of trusses.
Aseal on this drawing or cover page Ilsting this dnwing, Indicates acceptance of professional engineering responsibility solely for the
It shown. The suitability and use of title drawing for any structure Is the responsibllity, of the Building Designer perANSVTPI 1 Sec.4.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: wwwaticindustry.com; ]CC: www.1ccsafe.org
R=286# U=131# NAILED
io
d
io
R=266# U=6# NAILED
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.0psf
BC DL
10.0psf
BC LL
O.Opsf
TOT I-D.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
M-
SEQ = 40629
SCALE=0.5000
REF
DATE 03-27-2019
DRWG
O/A LEN. 130408
JOB #: 19HSO44
TYPE HIP JACK
ib:(191-18044) / PB1
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N
170 mph wind, 23.18 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 it from roof edge, RISK CAT 11, EXP B,
Bot chord 2x4 SP #2 N
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.1 B
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.
Defection meets L/360 live and U240 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 46.35 fL from roof edge,
t
'
6'1-13/16"
1'11-1/2" r
6'1-13/16"
X\14X5 R T2 X4X5(R)
Ih
12 T1
W1
fo 6.5
io
- -
T1
W1
2X4(A1)
�m2X4(Al)
T
-I-
14 14
f 14'3-1/16"
8
2fIt"
2?lf
R=101plf U=100plf RL=9/-9plf W=W3-1/16"
(Rigid Surface)
DESC. = P61 SEQ = 41441
PLT. TYP: WAVE DESIGN CRIT•FBC1017RESnPM14FT1RT•20%(0%ya0) QTY= 1 T0TAL=1 REV. 17.02.02A.1213.20 SCALE=0.5000
"WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC ILL 20.0 sf
p
REF
DATE 03-27-2019
oyy y.ri�
iWJ
QT ♦ tr IW TRTTSS
a.+tiLii 1 V.7
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Rater to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the buss
in conformance with ANSVTPII,orfor handling, shipping. Installation & bracing of trusses.
Assal on tbia drawirlg or cover page Ilating thla dmving, Indicates acceptance of professlonal engineering responsibility coley for the
designahown.ThesultebigtyanduseolthledrawingforanystruclurslstheroeponaibigyoftheBuilding DesignerporANSIRP118eo.3.
For more information see this job's general notes page and these web sites:
ITWBCG:www.itwbcg.ccm;TPl:www.lpinst.org;WTCA:www.sbdndusby.mm;ICC:www.imafe.org
TC DL 15.Opsf
BC DL 1 O.Or1$f
P
BC LL O.Opsf
TOT.LD. 45.Opsf
DRWG
O/ALEN. 151105
TIM4(IRSQ*975-3384
FAX: (954).97&8980
3120 N.W-16di TE MAI= .
80MPANO$HAC:II;PL330".
DUR.FAC. 1.25
JOB #:19HSO44
SPACING 24.0°
ITYPE VAL
b:(19N5U44) y PB2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N 170 mph wind, 22.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT Il, EXP B,
Bot chord 2x4 SP #2 N wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3
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 U240 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 45.27 ft. from roof edge. f
DESC.= PB2
PLT.TYP-WAVE
F 4'1-13/16" 5'11-1/2" 4'1-13/16"�{
12
14'3-1/16"
0
213/1l"
FTIRT"20%(0%y0(0)
®MITiTII
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Tnrsses require extreme care In fabricating, handling, shipping. InstaMng and bracing. Refer to and follow the latest edition of BCSI
rx"p
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to perfarming these functions. Installers stag provide
try 1� y�M�
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
. =T A TtiTt��
a property attached rigid ceiling. Locations shown for permanent lateral restraint olwebs shall have bracing installed per BCSI sections B3,
87 or B10, as applicable. Apply plates to each fees o1 truss and position as shown above and on the Joint Details, unless noted otherwise.
Q Vjol" 1 1 V
Refer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
'CTsi.t (954) 975.33ti4
Li
In conformance with ANSIrtPI 1, or for handling, shipping, Installation & bracing o1 trusses. — -
FA (954).975-'3388
980
A goalWho drawing or cover page toting thla dmwing, Indicates acceptance of profeselond engineering responsibility solely for the
3I2t1 N.W.- /,6101Ei
deelgn shown. The sulhdtity, and use of thie drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 SacZ
.
PQMPANO Hl't1CH- ii 33864
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.cam; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; [CC: wwwJcesafe.org
2F3/A"
R=101plf U=100plf RL=6/-16plf W=14'3-1/16"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 41443
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10.0psf
0.0psf
45:Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 151105
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-TYPE VAL
10:t ienaU447 r t-tsa THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N 170 mph wind, 22.76 ft mean hgt, ASCE 7-10. CLOSED bldg. not located vvithin 9.00 ft from roof edge, RISK CAT II, EXP B,
Bot chord 2x4 SIP #2 N wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent five load.
Wind loads and reactions based on MWFRS vvith additional C&C member design. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. �qA See DWG VAL180101014 far valley details.
MWFRS loads based on trusses located at least 45.53 ft. from roof edge.
io
�— 2'11-13/16" 5' 2'5-3/4"
DESC.= P63
PLT.TYP: WAVE DESIGNCRn=FBC2017RESRP0014
FLOPMA
..QUALITY TRUSS
TELL- (954) 975=3384
FAX- (954) WY&S986
:312014.W 16ViTF UCE
POMPANO ]MACEL PL 33p64,
14'3-1/16"
81
1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, instaNrg and bracing. Refer to and follow the latest edition of SCSI
uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have
xoperly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83.
' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
rfer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses.
Ageal on this drawing or aver psps listing this drawing, Indicates acceptance of professional engineering responsibility coley for the
sign shown. The sWhdOty and uss ofthis drawing for arty structure Is the responsibility of the Building Designer perANSIRPI 1 See.2
For more Information sea this Job's general notes page and these web sites:
ITW8CG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: wwwJc safe.org
4'7-9/16"
2f/A"
R=101plf U=100plf RL=7/-117plf W=14'3-1/16"
(Rigid Surface)
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 41445
SCALE=0.5000
REF
DATE 03-27-2019
O/A LEN. 151105
JOB #: 19HS044
TYPE VAL
D:t1snaU44f r r[s4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N 170 mph wind, 22.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
Bot chord 2x4 SP #2 N wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x4 SP #3
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 U360 live and U240 total load. Creep increase factor for dead load is 2.00.
See DWG VAL180101014 for valley details. S
MWFRS loads based on trusses located at least 22.76 ft. from roof edge.
1 47-9/16" 147-9/16"
DESC. = PB4
PLT. TYP.-WAVE
T A
FL�OlitRMA- T
QUADri i 1 TRUSS
TP-Le (954) 975-3384
FAX: (954 9*99`80
3I20 N«.;160i TERRACE .
POMPANO XFACFi'$ 'L 33064.
DESIGN CRIT-FlIC2017RESRPF2114
=4X5
QTY= 27 TOTAL= 27
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uilding Component Safety Information, by TPI and WI CA) for safety practices prior to performing these functions. Installers shall provide
npomry bracing per BCSIUnless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
)roperly attached dgid ceIli ng. Locations shown for permanent lateral restraint of webs shell have bracing Installed per BCSI sections B3,
'or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16oA-2 for standard plate positions.
ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSMI 1, or for handling, shipping. Installation d bracing of trusses.
Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional artpineadng responsibility solely for the
sign shown. The suitability and use of title drawing for arty structure Is the responsibility of the Bulldlrlg Designer per ANSU1Pl 1 800.2,
For more information see this job's general notes page and these web sites:
ITWBCG: www.ftwbeg.com; TPI: www.tpinsLorg; WTCk www.sbdndustry.com; ICC: www.lccsafe.org
`11
R=104pif U=100plf RL=11/-11p1f W=9'3-1/16"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 41434
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 101105
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE VAL
J0D:(1'VNbU44) /UJOD
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
12
5 p
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind,16.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B,
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. 6¢
Bottom chord checked for 10.00 psf non -concurrent live load. p, i
1
R=41/-43# U=39# NAILED
I c
u5
(V '
3X4(82 W1
T
N
1112 4
1
B,
Z13"
j= 2'11-3/4" 2'6-1/4"
- 66"
R=555# U=80# RL=79# W=B"
(Rigid Surface)
11=53# Rw=34# U=59# NAILED
DESC. = CJ55 SEQ = 40945
PLT. TYP -WAVE DESIGN CRr17"FBC2017RES"0014 FT/RT-20%(0%)/0(0) QTY= 4 TOTAL= 4 REV. 17.02.02A.1213.20 SCALE=1.0000
••WARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
TIC LL 20.Opsf
REF
DATE 03-27-2019
-+rf 1b�7�ff��A4
('� .++++0iuJtm-/1oril
QUr I TY TRUSS
Trusses require extreme care In fabricating, handling, slipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
ae. . arty attached bracing perand bottom chord shall have
right ceiling. Locatioless ns shown for permanent lateral resshall have traintaof webs shall have attached ural bredrg Installed per BCSI sections B3.
Refer a drawings 16OA-Z farrsttannda d plate positions' w� and position as shown above and on the Joint Details, unless noted otherwise.
ITW Building Components Group Inc. shall not be responsible for any dwlatlon from this drawing, any failure to build the truss
in conformance with ANSVTPi 1, or for handling, shipping, letallatlon 8 bracing of trusses.
A seal on tale dewing or cover page ileling this drawing, Indicates acceptanco of professional engineering responsibility salety Tor the
design shown. The sultabliltyand use ofthis drawing for any structure Isthe responsibility oftheBWidingDesigner per ANSUTP11Sea2.
For more Information see this job's general notes page and these web sites:
ITWBCG:wwwJtwbcg.com;TPl:www.tpinsLorg;WrCA:www.sbdndustry.mm;ICC:wwwlcsafe.org
TIC DL 15.0 Sf
p
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 4S.OpSf
DRWG
O/A LEN. 50600
TET i (954t 9�5=3384
1AX: (9S4}.998B9 80 -
'3UQ N.R41,60i TERRACE
JiomwwoIMACH/PL33064.
DUR.FAC. 1.25
JOB #:19HSO44
SPACING 24.0"
TYPE JACK
JUU:t IYn0) r w0a
Top chord 2x4 SP SS
Bot chord 2x4 SP #2 N
Webs 2x6 SP SS
:Lt Level Return 2x4 SP #3:
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
T
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 19.30 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP B, 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. 1.
R=31# Rw=40# U=52# NAILED
iD
4
ill "O
N
1F1f�„
2,6^ 5 112" 2'6-1/2"
IQ
R=508# U=140# RL=9lA38# W=8" R=409 U=8# NAILED
(Rigid Surface)
DESC. = CJ53 SEQ = 40678
PLT. TYP: WAVE DESIGN CRIT=FBC7D17RES/?Mi4FTIRTe20%(0%ue(0) QTY= 4 TOTAL= 4 REV. 17.02.02A.1213.20 SCALE=1.0000
"WARNIN131" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
1`le{.Y1t.Tt)A'
9('��T A y yrrrtr •RpY'Mo
LUALii 1 TRUSS
Tosses require eldreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, byTPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections E13,
B7 or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Wss
In conformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses.
Aseat on title drawing or cover page Ilstinp this drawing, Indicates acceptance of professional engineering roponalbillty solely for the
dulgn shown. The sultebllity and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 aec4.
For more information see this job's general notes page and these web sites:
ITWBCG:www.ttwbcg.com;TPl:www.tpinstorg;WrCA:wwwsbdndmfty.mm;[CC:wwwlccsafe.org
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
450 sf
.psses.
DRWG
'
O/A LEN. 3
'C'IM: (954) 9,7S-3384
F/'I' (9S4}.971§4980
'31211 ALW' 16th'I'iHLIZF�4`E .
P4MPAN0HEACHt'P&31064,
DUR.FAC. 1.25
JOB #: 19HSO44
SPACING 24.0"
TYPE JACK
Job:(19HSO44) /CJ35
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non -concurrent five load.
12
5 p
T
iV
fjb
81
2'6"
h 2'11-3/4" —
I _ T6"
DESC. = CJ35
PLT. TYP. WAVE DESIGN CRIT-FBC2017RESfrP42014 FLR'
w
FLORMA
QUALITY TRUSS
TEL: (954) VS-3384
VA:X. (9.54).978-8980
,'3120 N. 16t1 TER"CE
01DMWAN4 BEACH; FL 33064.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Negative reaction(s) of -399# MAX. (See below) from a non -wind load case requires uplift connection.
170 mph wind, 15.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, 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.
Deflection meets L/360live and LJ240 total load. Creep increase fee tor for dead load is 2.00.
R=399# Rw=62# U=328# NAILED
fV N
11
6-1/4"
R=108B# U=202# RL=49# W=8"
(Rigid Surface)
R=375# Rw=85# U=373# NAILED
QTY= 4 TOTAL= 4
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
Wlding Component Safety Information, by TPI and VYTCA) for safety practices prior to performing these functions. Installersshallprovide
mporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,
r or 810. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
'far to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
onformance with ANSI/rPI 1, or for handling, shipping, Installation 3 bracing of trusses.
A seal on this drawing or cover page listing this dmwlrq, Indloates acceptance of professional engineering responsibility solely for the
lelgn shown. The eWhbi�ty and use of this drawing for any structure Is the tesponslbi0ty of the Building Designer per ANSMI 1 Soo.i.
For more information see lids Job's general notes page and these web sites:
ITWBCG: wwwAwbcg.com; TPI: www.tpinsLorg; NRCA: wwwxbdndustry.com; ICC: wwwJccsafe.org
n
REV. 17.02.02A.1213.20
SEQ = 40943
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
MUD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 30600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-TYPE JACK
b:(19H5044) / CJ33
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N
170 mph wind, 18.88 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, D(P B, wind TC
Bot chord 2x4 SP #2 N
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Webs 2x6 SP SS
:Lt Level Return 2x4 SP 93:
Wind loads and reactions based on MWFRS with additional C&C member design.
Deflection meets L/360 live and U240 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.
T T
11/15'
i 1 1
R=87# Rw=33# U=65# NAILED
,FIT B1
L 2,6"
r
�+ 6-1/2"
i�
11_
3'6"
R=101# U=13# RL=65# NAILED R=277# U=113# W=8"
(Rigid Surface)
DESC. = CJ33 R=5/-6# Rw=7# U=3# NAILED
PLT. TYP: WAVE DESIGN CRIT-F8C2017RESnPF2l4 FTIRT2D%(0%M0) QTY= 4 TOTAL= 4
"IMP0RTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
'
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide
Oy�yr�� -
,a
temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
.
a properly attached dgld telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
� T ♦ 1� �re�1/t�Wi.VJ �rTe�
or as and position as shown above and on the Joint DetaiS, unless noted otherwise.
fo starplates to each face
'~Cy1 1 V S�
Refer to d87
rawings 16OA-Z nd d plate positions(��
ITW Buildmg Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
TII:; (954� 475-3384
In conformance with ANSUTPI 1. or for handling, shipping, Installation d bracing of trusses.
PA7i:j954�.978-ti980
Aseat on this drawing or cover page lJoIng this drawing, Indicates acceptance of professional engineering responsibllIty soley or the
3I2(i N.W.-16t9. TERRACE
design shown, The suitability and use ofthle drawing for any structure Is the responsibility of the Bullding Designer per ANSVTPI 7 Seo.2
,
P011SP1�1V0 BEACA'PL 33864
For more Information see this Job's general notes page and these web sites:
rrWBCG: wwwAwbcg.com; TPI: www.lpinsLorg; WTCA: wwwsbdndmtry.com:ICC: wwwJi fe.org
REV. 17.02.02A.1213.20
SEQ = 40680
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 1
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE JACK
JoD:hanau44f rcdiD
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Bottom chord checked for 10.00 psf non -concurrent live load.
s>•
12 R=52# U=21# NAILED
5 f—I
1 1'6" +�
R=69# U=7# RL=20# NAILED
R=30# NAILED
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.27 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, 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.
Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 2.00. '
DESC. = CJ15 SEQ = 40940
PLT. TYP: WAVE DESIGN CRIT•FBC2017RESUP 2014 FT1RT120%(0%)10(0) QTY= 8 TOTAL= 8 REV. 17.02.02A.1213.20 SCALE=1.0000
"WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
TC LL 20.Opsf
REF
**IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
DATE 03-27-2019
..�'
.,y
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
TC DL 15.Opsf
BC DL 1 0
_oy�yyr-�A
1t.iil
DRWG
.Qur YTy •n uss
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83,
B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
"
.0n$f
r
0.0psf
tiLVtiLl� i a.AV w7
Refer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
BC LL
TOT. LD. 45.Opsf
'.
O/A LEN. 10600
TEL: (954y'4IS=3384
FAX: (954j.975�3394
33211 N.W." istn'%saxnct
Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility soley forthe
deslgnshown.ThesulteblHtyanduse ofthis dmwingfor any structuraisguresponslbiiltyofthe Building Designer per ANSVTPl1Seo.2.
DUR.FAC. 1.25
JOB #:19HSO44
POlYi ANOSEACCHeIL330k
For more Information see this Job's general notes page and these web sites:
ITWBCG:www.itwbcg.cam;TPl:www.tpinstarg;WrCkwwwsbdndusby.com;ICC:wwwJccsafe.org
SPACING 24.0"
TYPE JACK
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
DESC. = CJ74
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 16.29 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B,
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.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
f 3'3-3/4" 47-1/4"
81
FTIRT-2D%(0xy a(a)
TV
R=617# U=95# RL=93# W=1'4"
(Rigid Surface)
QTY= 2 TOTAL= 2
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
. aye
�t�ea�n♦
i ,ar�li�i'7.
w 1r Y�.1�t1�iJTJA
RTJA 'j"1 1 MUSS
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to pedorming these functions. Installers shag provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections B3,
B7 or
Refer todrawings16OA-2 for stands d plate positionstes, to each face ' w� and position as shown above and on the Joint Details, unless noted otherwise.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSUTPi 1, or for handling, shipping, Installation & bracing of trusses.
A aeal on this drawing or cover page Ilating this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The suitability and use of is drawing for any structure Is the responsibility ofthe Building Designer per ANSVTPI I Soa2.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.cam; TPI: www.tpinstorg; WTCA: www.sbdmlustry.com; [CC: www.f=afe.org
TEL. (95Q 975-3384
BAX. (950 978-5980
3I20 N.W.: 16t1i TERRACE`
1'OMYANO B13ACF3i.8! 3306 t.
R=106# U=57# NAILED
m
N
M
R=34/-14# Rw=46# U=28# NAILED
SEQ = 40613
REV. 17.02.02A.1213.20 SCALE=1.0000
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 10.Opsf
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 70600
DUR.FAC. 1.25
JOB #: 19HS044
SPACING 24.0"
TYPE JACK
b:(19HSO44) /CJ72
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets L/360 live and U240 total load. Creep Increase factor for dead load is 2.00.
DESC.= CJ72
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph Wnd,16.29 ft mean hgt, ASCE 7-10. CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B,
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 psi non -concurrent live load.
f 2'11-3/4" 4'6-1/4"
B1
-FLOIRMA
QUALITY TRUSS
T1ii r(454) 495-3384
FAX:193+i�.9ifi•8980
S120 N.W.-1611i TERRACIE .
POMPANO.)WACA, PL 33064.
DESIGN CRR-FBC201TRESUPF2014
R=128# U=63# NAILED
bo
r7
N
f'7
7'6"
R=571# U=88# RL=93# W=8" R=53# Rw=53# U=20# NAILED
(Rigid Surface)
2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabdcating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
rroperly attached dgld telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSMI 1, or for handling, shipping, Installation & bracing of trusses.
AseU on this drawing or cover peg@ gating this drawing, Indicates acceptance of profesalonal engineering roapondblgtysolely for tho
algn shown. The sultoblgy and use of this drawing for any structure Is the responsibility of the Building Designer perANBUTPI 1 8eo.2
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: www.iocsafe.org
jh
REV. 17.02.02A.1213.20
SEQ = 40625
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 70600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-TYPE JACK
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left Cantilever is exposed to wind
Deflection meets U360 rive and U240 total load. Creep increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B,
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.
R=6/-82# Rw=13# U=62# NAILED
3'3-3/4" 27-1/4" �{
r 5'6"
R=635# U=116# RL=67# W=1'4"
(Rigid Surface)
DESC. = CJ54
PLT. TYP: WAVE DESIGN CRIT-FBC2017RES1TK2014 FTIRT"20%(0%p0(0)
FLOPMA
QUALITY TRUSS
TEL. (954) 9?!0384
FAX: (934) 979-8980
....3120 N.W. 16111i TERRACE .
PDXWAP 0 DUACtlr PI.33VA
R=86# Rw=41# U=89# NAILED
QTY= 2 TOTAL= 2
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest ed1tion of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices pdorto performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3.
B7 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 100A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for my deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Aseal an this drawing or cover page tilting this drawing, Indicator, acceptance of professional enginoodrig responsibility solely for the
design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIMI 1 Sso.2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www1twbcg.cam; TPI: wwwJpinstorg; WTCA. www.sbdndustry.tom; ]CC: wwwJccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40623
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 50600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE JACK
loD:(1 enAU44) IGJD2
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.93 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B.
wind TIC DL=5.0 psf, wind BC DL=5.0 pall. 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. I
2'11-3/4" 2'6-1/4"
- 5'6"
R=551# U=100# RL=67# W=8"
(Rigid Surface)
R=41/-44# U=33# NAILED
co
ui
iV
R=52# Rw=37# U=57# NAILED.
DESC. = CJ52 SEQ = 40615
PLT. TYP.-WAVE DESIGNCRIT"FBC2a17RE10%yo(o) QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=1.0000
e'WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TIC LL 20.Opsf
REF
DATE 03-27-2019
�..
r
'r�rr �yiTa'�A
i Le 113iJ
�z T y Y Y/r y .a'hr�USS
VtiLll 1 .iR
Trusses require extreme care in fabricating, handfing, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, byTPland WTCA) for Safety pmgicesprior toperforming these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a properly attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53,
B7 or 810. as applicable. Apply plates to each lace of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160XZ for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the thus
In wnformance with ANSVTPI 1. or for handling, shipping, Installation & bracing of trusses.
Asea] onthis drawing txcover page listingthis drawing, Indicates acceptance ofprofessional engineering responsibility solely for the
design shown. The suitabl0tyand use ofthis drawing for any structure Isthe respondblttyofthe BulldingDealgnor per ANSOP118602
ITWBCG:www.iFor wbcg.cormationseetldsjob'sgeneminotes .sbdndntry.cage and m:ICCweb es:
cg.wm; TPI: www.ipinstorg; WiCA: www.sbdndustry.wm; ICC: www.icesafe.org
TCDL 15.Opsf
BC DL 1 O.Or�Sf
Y
�
SC LL O.Opsf
TOT.LD. 45.OpSf
DRWG
-
O/A LEN. 50600
%L'I z (954� 975:3384`
FAL:(95097& 38U
3i4AX;(95 97.&-8980 TERRACE
POMPANO$L'ACil PL3209k
DUR.FAC. 1.25
JOB#:19HSO44
SPACING 24.0"
TYPE JACK
b:(19HSO44) /J55
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets Lr360 live and L/240 total load. Creep increase factor for dead load is 2.00.
12
6.5
i. 2,6"
1
2'11-3/4" 2'5-1/4"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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. $
R=38/46# U=5f# NAILED
io
io
N M
(7
5'5"
R=566# U=44# RL=96/-21# W=8"
(Rigid Surface)
R=59# Rw=29# U=62# NAILED
DESC. = J55
PLT. TYP.-WAVE
DESIGNCRIT-FBC2017RESrrP47D14FTIRT=20%(0%y0(0) QTY= 1 TOTAL= 1
eeWARNINGI•e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping. Installing and bracing, Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
t,+rr AysltYy y
temporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
i LV111iJt1
a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
�TT,a T Trr•�a1 T1oTTos
TRUSS
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
VAT- 1
Refer to drawings 16OA-Z for standard plate positions.
I
ITW Building Components Group Inc. shall not be responsible for arty deviation from this drawing, any failure to build the truss
-
T Lt (9SQ 97S-3384
in conformance with ANSMI 1, or for handing, shipping, installation 8 bracing of trusses.
FAX- (9SQ 09-3980
Avoid on this droving or cover papa listing this drawing, Indicates acceptance of profeWonsl snglnesdng responsiWgty soby tar ihs
design The title drawing for Is the the Bullding Designer 2
3321i N V[S I6th'TERRAG E
PU= X.WO laIEACH, ]t 330&t.
shown. suitability and uas of vvy structure neponsiNgty of perANSVTP118eo
For more Information see this Job's general notes page and these web sites:
J
ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: wwwsbdndustry.com; ICC: wwwjccsafe.org
REV. 17.02.02A.1213.20
SEQ = 41286
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0PSf
10.OPSf
0:0PSf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 50500
DUR.FAC.
1.25
JOB #. 19HSO44
SPACING
24.0"
-TYPE EJACK
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets 1-1360 live and U240 total load. Creep increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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 five load.
/a @
;
R=28/-56# U=53# NAILED
tV
f0
lD �
rL 2'11-3/4" } 27
5'2-3/4"
R=572# U=46# RL=93/-21# W=8" R=68# Rw=29# U=71# NAILED
(Rigid Surface)
DESC. = EJ53
PLT. TYP: WAVE
1,�FTW.iLM& �OP
Q�TrTTVtil R SS
_ r TEL: (95Q SIV0384
FAX: (556).978-85080
.:3120 N.W. I6t1i TERRACE.
POMPANO BEACH, PE 3306 L.
SEQ = 40721
DESIGN CW-FBC2017RESrrM2014 Fr1tT12a%(0%)r0(0) QTY= 5 TOTAL= 5 REV. 17.02.02A.1213.20 SCALE=1.0000
"WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
wilding Component Safety Information, by TPI and WTCA) for safety practices priorto perfonning these functions. Installersshag provide
mporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
properly attached rigid calling. Locations shown for pennanent,lateral restraint of webs shall have bracing installed per SCSI sections B3,
r or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
aferto drawings 160A-Z for standard plate positions.
TC DL 15.0PSf
BC DL PS
BC LL O.Opsf
DRWG
ITw Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling. shipping, Installation 8 bracing of trusses.
TOT.LD. 45.Opsf
O/A LEN. 50212
A seal an this drawing or cover page Using this drawing, I ridicates acceptance of professional engineering responsibility solely for the
istgn shown. The sultablllty, and use of this drawing for any structure Is the responsibility of the Building Doalgner per ANSVVI 1 Sea2
DU R.FAC. 1.25
JOB#:19HSO44
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; ICC: www.icrsafe.org
SPACING 24.0"
TYPE EJACK
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets 1_/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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. V
Bottom chord checked for 10.00 psf non -concurrent live load. (y till/
1
R=90# Rw=9# U=62# NAILED
an
c�
m
i- 2'11-3/4" } 1'9-1/4" �{
4,9„
R=600# U=55# RL=84# W=8"
(Rigid Surface)
R=98# Rw=29# U=99# NAILED
DESC. = J52 - SEQ = 39874
PLT. TYP: WAVE DESIGN crur=Fec20I7RESfrPI20,4FTmT-20%(0%M0) QTY= 3 TOTAL= 3 REV. 17.02.02A.1213.20 SCALE=1.0000
"WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
-FLORIDA
1: L 1�:i!LitbTfie�
QU MTTSS
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and lollow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
temporary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
ReferS1 dmwitgs iBOA-2� standard plate lates to h few of ass and position as shown above and on the Joint Details, unless noted otherwise.
rrW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.p
Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professlonel engineering rsepenslbltity solely for the
dulgn shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSUTPi 1 Seo2.
For more information see this job's general notes page and these web sites:
ITWBCG:wwwAwbcg.00m;TPl:www.tpinstorg;WTCA:www.sbcindushy.com;ICC:www.icesafe.org
TC DL 15.0psf
BC DL 1 O.O Sf
P
BC LL O.Opsf
TOT.LD. 45.0 sf
DRWG
O/A LEN. 40900
'. TETEL: (954J YIS-3384'
L: (934) 97&8980
ma N.%V.-1611CTEPRACE
POUIVANO111EACH,VL330"
DUR.FAC. 1.25
JOB #: 19HSO44
SPACING 24.
1TYPF EJACK
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets L1360 live and LJ240 total load. Creep increase factor for dead load is 2.00
Is
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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 five load.
MWFRS loads based on trusses located at least 30.00 ft. from roof edge.
R=150# Rw=13# U=115# NAILED
2
T
=3X4(B2
T
N
-- -- - W1 - - - — - — ----
— — — --
1
13
B1
2'6"
2'11-3/4" 17
4'2-3/4"
R=673# U=70# RL=50# W=8"
(Rigid Surface)
R=150# Rw=33# U=151# NAILED
DESC. = J42
PLT. TYP: WAVE
DESIGN CRrr-F8C2017RESrrP4Y014FTIRT-2D%(e%y0(e) QTY= 6 TOTAL= 6
REV. 17.02.02A.1213.20
SEQ = 40377
SCALE=1.0000
#
"WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TIC LL
20.0psf
REF
DATE 03-27-2019
{=
. .'ter OYSZ^nti A .
(� is L l<3. A
QUALITY TRUSS
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(auildng Component Safety Information. by TPI end WTCA) far safely practices prior to performing these functions. installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
a properly attached rigid calling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per SCSI sectors 83,
B7 or
r sttanda d plalates to te positions. truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer oldrawinas gs 60A Z Apply
ITIN Building Components Group Inc. shag not be responsible for any deviation from this dmwing, any failure to build the truss
In conformancewithANSUTP1l,orforhandling,shipping.Installation&bmdngoftrusses.
Asset entitle drawing or cover page listing thladmwing, Indicates acceptance of professlonal engineering responsibility solely for the
design shown. The suitability and use of thla drawing for am/ structuurs lathe responsibility of the Building Designer per ANSrPI 1 Sea.2.
more
Fortwbcg.fom; TPI: see this storgenTCA: es.page bdnd these web sites: rA
RWBCG: www.ilwbcg.eom; 7PI: www.tpinstorg; WTCA: www.sbdndustry.com; [CC: www.lasafe.o
TC DL
BC DL
BC LL
TOT.LD.
15.Opsf
10.0 Sf
p
0.0 psf
45.0pSf
DRWG
'.
O/ALEN. 40212
TL'L:(954)975-3384
FAX. (954) 978-8930
3t20 ,N.W. 16f7i'IEHRi\f«E I
3TOUWAN0$EA�.PL 3�0,k
DU R. FAC. 1.25
JO B #: 19HSO44
SPACING 24.0"
TYPE EJACK
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00
DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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.
R=1609 Rw=14# U=124# NAILED
2'11-3/4" 17-1/4" -�{
4'2"
R=688# U=72# RL=74# W=8"
(Rigid Surface)
R=159# Rw=34# U=160# NAILED
DESC. = J4 SEQ = 39831
PLT. TYP: WAVE oesioNclar-Fsc2m7aEsrrpFaiiaFrmrnmstoxvomt QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=1.0000
"WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
TC LL 20.Opsf
REF
%
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DATE 03-27-2019
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
TC DL 15.0psf
(Buildng Component safety Information, by TPI end WTCA) for safety practices prior to performing these functions. Installers shag provide
DRWG
9C�Y R11btl^u'� ♦
17i.rViWTllA
temporary bracing per BCSI. Unless noted otherwise, op chord shall have property attached structural sheathing and bottom chord shall have
BC DL 10.0 sf
P
QUALITYTRUSS RUSS'
a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
r slttarnlates to each face of dard plate positions. trussand position as shown above and on the Joint Details, unless noted otherwise.
Refer todrawas ings1 OA-Z Apply
ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, arty failure to build the truss
In conformance with ANSVTPI 1. or for handling, shipping, installation 3bracing ofWsses.
BC LL 0.0 psf
TOT.LD. 45.0pSf
O/ALEN. 40200
CEL:(954)975=3384
DUR.FAC. 1.25
JOB#:19HSO44
'FAX: (954).978-8980�
3SF"-(954)9T-9980
A seal on this drawing or cover page gating this drowing, Indicates acceptance of professional engineering responsibility coley for the
designshown,Thesultabilltyand use ofthlsdrawing foranystructure=eNsrseponaibintyofthsBuilding DeelgnerperANSVTP11SeaZ
,E',
POMPAPIO ASACRi PL 330k
ITWBCGFor more information see this job's general notes page and Ness web sites: re
: www.ilwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdrdustry.com; ICC: www.iccsafe.org
SPACING 24.0"
TYPE EJACK
Top chord 2x4 SP SS
Bot chord 2x4 SP #2 N
Webs 2x6 SP SS
:Lt Level Return 2x4 SP #3:
Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load Is 2.00.
T
1
T
N_
1
DESC. = EJ75
PLT. TYP: WAVE DESIGN
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 19.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, E)(P B, 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. q. 6,
MWFRS loads based on trusses located at least 39.43 ft. from roof edge.
R=96# U=33# NAILED
1F1/2"
Z6" 4'6-1/2"
5
R=538# U=121# RL=86/-39# W=8" . R=81# U=3# NAILED
(Rigid Surface)
QTY= 10 TOTAL= 10
-IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
-
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI
a
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
.ry�r yti�ym ♦
i
temporary bracing per BCSI. Unless noted otherwise, lop chard shag have property attached structural sheathing and bottom chord shall have
�er/tm'aTTc�
g�,A6UW My
a property attached rigid calling. Locations Shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
87 or 810, as able. Applyplates to eachfewof truss and position as shown above and on the Joint Details, unless noted otherwise.
uS
Refer to drawings 1 plate positions.
n W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
TEL* (954) 97r3384
fn ca Z,.; anca with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.
: [954j.97&B980
A sad on this drawing or cover page listing this drawing, Indicates acceptance of profseslonsl engineering responsibigly solety for the
.,TAX:
16t1iTERRACE.
design Mown. The suitability and use of this drawing for any sWctureIsthe responsibility oftheBuilding Designer per ANSVTPI1Sse.2.
._332(LPT.
PU1tdPANU SL'ACIi FL $$U61.
For more Information see this Jab's general notes page and these web sites:
r
ITWBCG: www.itwbeg.com; TPI: www.tpinsLorg; WTCA www.sbdndustry.com; ICC: wwwgccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40676
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.OpSf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 5
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE EJACK
i..t I tlrrJ ) , J_
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N:
Webs 2x4 SP #3
170 mph wind, 16.31 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 It from roof edge, RISK CAT II, EXP B.
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent rive load.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
('h 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning
requirements.
Wind loads and reactions based on MWFRS with additional C&C member design.
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=101# U=55# NAILED
12
5 p
T1
iv
1112X4("
in
--
=3X4
- -=3X4(82 --- W1
T
uy5
1
in
-- - - - B2 - - - -Lj
-
W2
f 6'1-1/2" 4-1/2"
L_�
DESC. = J66
PLT. TYP -WAVE
'QUALITY TRUSS
TEL:.(954) 975=3394
FA:X:'(4S4).917 9980
3126 N.W.-16th TERRACE'.
PU1k1PA-NU BFACf1j FL 33064.
6'6" —
R=533# U=70# RL=95# W=3-1/4"
(Rigid Surface)
DESIGN CRIT-FBC2017RESfrM014
2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to perfouNng these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
xoperh/ attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
'or at 0. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-Z for standard plate positions.
17W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, installation 3 bracing of trusses.
Acast on this drawing or cover page Ilsting this drawing, Indicates acceptance of profesalonsl engineering reeponslbillty solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 Seo.2.
For more Information see Inds Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www1pinstorg; VVTCA: www.sbdndustry.com; ]CC: wwwJcesafe.crg
R=25/-20# Rw=39# U=30# NAILED
REV. 17.02.02A.1213.20
SEQ = 41154
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 60600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE EJACK
Top chord 2x4 SP SS
Sot chord 2x6 SP SS :B2 2x4 SP #1 Dense:
Webs 2x4 SP #3
('7 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning
requirements.
170 mph wind, 16.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
T
6-1Ir.
1
DESC. = J66A
PLT. TYP: WAVE
6'1-1/2"
6'6" —
R=1715# U=255# W=3-1/4"
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
Special loads
(Lumber Dur.Fac =1.25 / Plate Duffac =1.25)
TC: From 73 pif at 0.00 to 73 pif at 6.50
BC: From 20 plf at 0.00 to 20 pif at 6.50
BC: 2237.49 lb Conc. Load at 4.56
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
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 1167 lbs.
DESIGN CRIT-F6C20l7RESnPI-2D14 Fr1RT"20%(0%y010) QTY= 1 TOTAL= 1
R=1167# U=125#
H=H1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
d, a (Bulldog Component Safety Information, by TPl and WTCA) for safety practices prior to performing these functions. Installers shall provide
���temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
t�p7��i e properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
QUAX/'17 T t T Tra"tY TRUSS B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
1i 1 iRUS Refer to drawings 16DA-Z for standard plate positions.
I7W Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
TEL: (954) 975-3384 In wnrortnance with ANSVI PI 1, or for handling, shipping, Installation 8 bracing of busses.
VAX, (954) 978498& A seal on this drawing or cover page elating this drawing, Indicates acceptance of professional engineering responsibility solely for the
.. 3I20 NW.-16th'IBRRI►CE , design shown. The suitability and use of this drawing for any structure to the responsibl0ty of the Building Designer perANSI/TPI 1 Sea2.
PONWANO ABAC 14 0L 33864. For more Information see this Job's general notes page and these web sites:
ITWBCG: www.11wbcg.wm; TPI: www.tpinst.org; WTCA: www.sbcirdtstry.cam; ICC: www.iwssfe.org
REV. 17.02.02A.1213.20
SEQ = 41156
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 60600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
D:(1 UPIJU44) IJDbb
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 16.31 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B.
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. f
Bottom chord checked for 10.00 psf non -concurrent live load.'
R=97# U=57# NAILED
210-1/8" 37-7/8"
rL 6'6" -
R=534# U=70# RL=95# W=3-1/4"
(Rigid Surface)
DESC. = J66B
PLT. TYP -WAVE DESIGN CRIT"FBC2D17RESRPF2014 FT/RT-20%(0%y B(0)
FLOR A,
QUALITY TRUSS
TEL: (954) 975-3384
FAX, (954 08-8980
3120 N.W. 16th TERRACE
f$OMPAr4o REACH, FL 31ok
QTY= 2 TOTAL= 2
**IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require eYheme care in fabricating, handling, shipping, Installing and bradng. Refer to and follow the latest edition of SCSI
11(ing Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
Iporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
ropedy attached dgid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing installed per SCSI sections B3,
or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, uNess noted otherwise.
'erto drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
onformance with ANSUTPI 1, or for handling, shipping, installation & bracing of tenses.
A seal on this drawing or aver pope listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
Jgn shown. The suitability and use of title drawing for any structure Is the responalbWty of the Bullding Designer per ANSVTPI 1 Seo.2.
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbeg.mm; TPI: www.tpinstorg; WTCA: wwwsbdndustry.am; ICC: www.iccsofe.org
R=31/-12# Rw=39# U=25# NAILED
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.0psf
BC LL
0.0psf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 41152
SCALE=1.0000
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 60600
JOB #: 19HSO44
TYPE EJACK
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3
170 mph wind,16.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
T
6-ir
1
DESC. = J66C
PLT. TYP: WAVE
1 KIS UWG. PREPAKEU BY I HE: ALPINE JUB UEbIUNLK PKUGKAM hKUM 1 KUbb MhK'b LAYUU r
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 73 plf at 0.00 to 73 plf at 6.50
BC: From 20Plf at 0.00 to 20 pif at 6.50
BC: 2135.42 lb Conc. Load at 4.56
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide hanger or special connection at right end of truss for 1173 lbs.
8
6'6"
R=1602# U=256# W=3-1/4" R=1173# U=144#
(Rigid Surface) H = H1
1 TOTAL= 1
**IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
�t,�r tab-
.1 A
bracing perI. Unless shall propertystructural and r chord shall 3.
. for shall
i ,0�1ia)iJJ
=�t�{fave
TRUSS
SCSI sections Bttom
alrestraintve
permanent laterrd
eepr dy ettacheed calling Locatinas shown webs have bracing Installed pe
B7 or 0. platesand d position as shown above d on the Joint Details, unless noted otherwise.
s appngs icableZ�
gmAju7
sly
Refer olds standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
Building
TEL: (954) 9?5-3384
In conform,noe with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses.
FAX: (954) 978-8980
Aeeal on this drawing or cover page Iletlng this drawing, Indicates acceptance of proleeelond engineering responalblrty solely for the
312
3I20 N.W[ 16t1s TERRACE`
design shown. The sultabithy and use of thls drawing for any structure to the responsibility of the BulldIng Designer per ANSIRPI 1 Sea2.
... .
Arco BEAt�Fi Pl 33069
r
For more Information see this job's general notes page and these web sites:
ITWBCG: wwwJtwbcg.com; TPI: www.tpinsLorg: WTCA: www.sbdndustry.com; ]CC: wwwJcrsafe.org
REV. 17.02.02A.1213.20
SEQ = 41150
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
CM
O/A LEN. 60600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
Top chord 2x4 SP SS
Bot chord 2x4 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 B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
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.
CJ
} 32-1/4" } 4'6-13/16"
DESC. = BJ7
PLT. TYP: WAVE
FLOAMA
QUALITY TRUSS
TV-L:(954)975-3394
*VAX. (984) 978-0980•
._'3:[2d N.W. 16& PBRRAC`.E
POMWANO BEACHi PL33064,
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 74 plf at 0.00 to 74 pit at 7.76
BC: From 20 plf at 0.00 to 20 ptf at 7.76
TC: -6.24 lb Conc. Load at 5.17
SC: -98.59 lb Conc. Load at 5.17
Wind loads and reactions based on MWFRS.
Bottom chord checked for 10.00 psf non -concurrent live load.
R=121# U=108# NAILED
io
io
rn �
v
7'9-1/16"
R=556# U=320# W=8-11/16" R=48/-41# U=56# NAILED
(Rigid Surface)
FTatT"20%(0zy clot
QTY= 1 TOTAL= 1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating. handling, shipping. Installing and bradrg. Refer to and follow the latest edition of SCSI
uildhg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
mporary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
r or 81 g, as applicable. Apply plates to each face of buss and position as shown above and on the Joint Details, unless noted otherwise.
afar to drawings 16OA-2 for standard plate positions.
nW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any (allure to build the truss
conformance with ANSIRPI 1, or for handling, shipping, installation 8 bracing of trusses.
Aseal on tide drawing or cover page Ilatlng this drawing, Indicates acceptance of professional engineering responsibility solely for the
islgn shown. The sultabigly, and use of this drawing for any structure b the responsibility of the Building Designer per ANSVTPI 1 Sea.2.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.ltwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdridmtry.com; ICC: wwwJx fe.og
REV. 17.02.02A.1213.20
SEQ = 40715
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 70901
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE EJACK
Top chord 2x4 SP SS
Bot chord 2x4 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 B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
E
B1
f 37-1/4" - 3'8-3/4"
r 6'11"
R=575# U=210# W=8-11/16"
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25)
TC: From 74 plf at 0.00 to 74 plf at 6.91
BC: From 20 plf at 0.00 to 20 ptf at 6.91
TC: -3.12 lb Conc. Load at 5.17
BC: -49.30 lb Conc. Load at 5.17
Wind loads and reactions based on MWFRS.
Bottom chord checked for 10.00 psf non -concurrent live load.
R=90/-7# U=71# NAILED
fV 'R
OJ
i7
R=21/48# U=25# NAILED
)4�
DESC. = BJ6 SEQ = 40077
PLT. TYP: WAVE DESIGN CRIT-FSC2D17RESfrPF2014 FTIRT-2D%(0%)IO(0) QTY=1 TOTAL=1 REV. 17.02.02A.1213.20 SCALE=0.7500
"WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
1
.L L
FoRWA
('1TTw T lrnrar .rrnir TS
yCv24J.r111 �J r7�7t
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord shall have
a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A•Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSIRPI 1, or for handling, shipping, Installation & bracing of trusses.
A seal on this drawing or cover paps Iletlng this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The sultablUtyand use ofthlsdrawing for any structure tothe responsibility oftheBulidlrgDesigner per ANSVTPI18sa2.
For more information see this Jab'sgeneral notes page and these web sites: g
ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndusby.com; [CC: wwwJccsafe.o
TC DL 15.0 psf
BC DL 1 0.0 Sf
p
BC LL O.Opsf
TOT.LD. 45.Opsf
DRWG
O/A LEN. 61100
'iLrI.:' (954j 9,75-3384
FAX; (954) W$ 3380
3']AN.W.09TB980
BIDNIVANOREACH PL33064
i
DUR.FAC. 1.25
JOB #: 19HSO44
SPACING 24.0"
TYPE EJACK
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Bottom chord checked for 10.00 psf non -concurrent live load.
R=87# U=36# NAILED
2'6-3/8"
R=118#.U=10# RL=41# NAILED R=50# U=1# NAILED
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgl, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psi. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member design. ^
Deflection meets L/360 rive and U240 total load. Creep increase factor for dead load is 2.00.
r '/I"Xt1i
DESC. = J2 SEQ = 39837
PLT. TYP: WAVE DESIGN GRIT•FBC2017RESRPM4FTIRT•20%(0%)Ioq QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=1.0000
e'WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathingand bottom chord shall have
a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing instlled per SCSI sections B3,
plate positionlates to each few s truss �d position as shown above and on the Joint Details, unless notes otherwise.
Refer oEI7orBfdrawings 160A-Z Apply
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSMI 1, or for handling, shipping, Installation 8 bracing of busses.
A east on this drawing or cover page hating this drawing, Indicates acceptance of professional engineering responelblilty solely for the
dealgnshown. The aulhG�tyandussofthisdrawing foruryatructunbthsrespondGlityofthe Building DesignorperANSVTP11Seo.2.
Formoretwbcg.fom; TPI: ww.tea is job's lnsLorge TCA:ral notes page and these web sites: g
ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.cem; [CC: www.icrsale.or
TC LL 20.Opsf
TC DL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 45.Opsf
REF
DATE 03-27-2019
°1�K ��11'ntr�ym�♦
(� j's+sJ1�3!>4
Kv�YTY j3a,USS
DRWG
O/A LEN. 20606
TLL:'.(954) 975-3384
'FA:7t: (984) 9,7"980
3320N.R 16thIE[tltACE'.
EDMPVUVO BEACH- PL 33B64.
r
DUR.FAC. 1.25
JOB #:19HSO44
SPACING 24.Oa
TYPE EJACK
D;(1}1MSU44) r WO
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
f
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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.
R=43/41# U=50# NAILED
r 2'11-3/4" 2'6-1/4" �{
f 5'6"
R=565# U=43# RL=98/-22# W=8"
(Rigid Surface)
DESC. = CJ5
PLT. TYP: WAVE DESIGN
FLO=A
QUALITY TRUSS
'�: (954)'975.3387
FAX- (9S .978.8980
312.0 N.W. 16IINTERRAcm
1 OMPArW IWACHi Pi. 33U64.
R=56# Rw=29# U=59# NAILED
QTY= 9 TOTAL= 9
• IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per SCSI sections 83,
B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVMI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal an this drawing at cover page Hating this drawing, Indicates acceptance of professional engineering reoponalbility solely for the
design shown. The sulteblilty and use of this drawing for any structure Is the responsibility of the Bulh9ng Designer per ANSV(PI I Sena
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpmsLorg; WTCA: www.sbdndustry.mm; ICC: wwwj=afe.org
REV. 17.02.02A.1213.20
SEQ = 39819
SCALE=0.7500
TC LL
TC DL
BC DL
BC ILL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 60600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-TYPE JACK
roue(-lvnaww) I wou
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x6 SP SS
Bottom chord checked for 10.00 psf non -concurrent live load.
R=111# U=19# RL=53# NAILED
'v
3'
R=141# U=41# W=8" R=60# NAILED
(Rigid Surface)
I HIS UWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
�1
DESC. = CJ5D SEQ = 39851
PLT. TYP: WAVE DESIGN CRIT-FBC2017RESrrPM14FTIRT•2D%(D%Y0(0) QTY= 5 TOTAL= 5 REV. 17.02.02A.1213.20 SCALE=1.0000
"WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWING[
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
FLORMA
gUa=-wi j' �RV OS
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
aDropp`rtydyenac drigiacai0ngnlLooca8ionss ownforP anti shall
attirhaverestraintprao websshallh eebraargienstalledperrBCSIssaaonsB3,
Refer toB7 or drawinas gs 180A-Z� stand d plate positionslates to each few . �d position as shown above and on the Joint Details, uNess noted otherwise.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSMPI 1, or for handling, shipping, Installation & bracing of tosses.
A sesl'on this drawing or cover page listing thle drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The suitability and use ofthis dravilng for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sec.2.
For more information see this job's general notes page and these web sites:
ITWBclnd CG:www.itwbcg.com;TPl:www.tpinstorg;WTCA:wwwzbustry.com;ICC:www.iccsafe.org
TC DL 15.0PSf
BC DL 10.0PSf
BC LL 0.0PSf
TOT.LD. 45.0PSf
DRWG
'
O/A LEN. 3
TEL: (95Q 916-X38
FAX. (934) 97li-t3980
3120.N.W.16tti TERRACE .
PiDtWPAPIU.H1iACli;FL3306!
DUR.FAC. 1.25
JOB#:19HSO44
n
SPACING 24.0
TYPE JACK
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Bottom chord checked for 10.00 psf non -concurrent five load.
Shim,all supports to solid bearing.
170 mph wind,15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18r
Wind loads and reactions based on MWFRS with additional C&C member design. `a
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. a
R-79# Rw=30# U=43# NAILED
'v
fV
2'11-3/4" 6-1/4" --1
3'6"
R=118# RL=62# NAILED R=311# U=105# W=8"
(Rigid Surface)
R= 44# Rw=5# U=34# NAILED
DESC. = CJ3
PLT. TYP: WAVE
FLORMA
QUALITY TRUSS
TIEL: (954) 975-3384
I'AX; (954) 978-M*
3120 N .'%V 1611i TERRACE
POMPANO WSACHi PL 33G".
DESIGN CRIT-F8C2017RESrrP42014
QTY= 38 TOTAL= 38
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uilding Component Safety Information, by TPI and WiCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
Iroperly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
'or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-2 for standard plate positions.
ITIN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSMI 1, or for handling, shipping, installation & bracing of trusses.
A seal on this drawing or cover page gating this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSIRPI 1 Sac.2.
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdrdustry.com; ICC: www.iccsafe.org
REV. 17.02.02A.1213.20
SEQ = 39823
SCALE=1.0000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 30600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE JACK
—.t , anoww/ r w i
Top chord 2x4 SP #2 N
Bot chord 2x4 SP 92 N
Bottom chord checked for 10.00 psf non -concurrent live load.
R=53# U=23# NAILED
1— 1'6"
R=71# U=3# RL=26# NAILED
R=30# U=1# NAILED
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
DESC. = CJ1 SEQ = 39825
PLT. TYP: WAVE DESIGN CRIT-FBC2017REsrrP42o74FT/RT•2D%(0%y0(0) QTY= 38 TOTAL= 38 REV. 17.02.02A.1213.20 SCALE=1.0000
e`WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
Trusses require extreme are In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
property attached dgld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI actions B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Butldrig Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVrPI 1, or for handling, shipping, installation & bracing of trusses.
Asesl on this drawing or cover page listing this dmrdng, Indicates acceptance of professional engineering responddOly solely for the
design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer perANSVTPI 1 See.2.
For more Information see this storgeneral VTCA: tea page and these web ICtes: g
ITWBCG: www.ilwbeg.com; TPI: www.tpinstong; WTCA: www.sbdndustry.com; ICC: www.ieesale.o
TC DL 15.Opsf
BC DL 1 O.O $f
p
BC LL O.Opsf
TOT.LD. 45.Op$f
O1n111-t'tiMA
-FLa
.QU 6 r: W 'nt�trTsS
i.i�V
DRWG
O/A LEN. 10600
TL7I i,(954j 475-3384
FAXc (954j 975-3384
312U1H (9 0 9 8-3980 .
POMPANO)MACK, M 330".
DUR.FAC. 1.25
JOB #: 19HSO44
SPACING 24.0"
TYPE JACK
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
E
f 2'11-3/4" i 4'6-1/4"
T 6" —
R=586# U=25# RL=134/-30# W=8"
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional CRC member design.
Bottom chord checked for 10.00 psf rion-concurrent live load.
J
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
R=131# U=809 NAILED
`v
CO
of
v
R=51# U=22# NAILED
DESC. = EJ7 SEQ = 40282
PLT. TYP: WAVE DESIGN CRIT"FBC2017RESnP42014F 1RT•20%(0%y0(0) QTY= 9 TOTAL= 9 REV. 17.02.02A.1213.20 . SCALE=0.7500
@@WARNINGI@@ READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
TC LL 20.Opsf
REF
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DATE 03-27-2019 .
Trusses require extreme care in fabdcating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
per SCSI. nless sheathingand bottom I shall have
forr,peeinanent shall hue
webs shellhaveural
stalled
TC DL 15.Opsf
BC DL 10.0psf
d
q�r�r
Z LORMA'
DRWG
�r.+r w T Tnr•tT rr'oTT�+�
eaproper�ly attached rigid ceiling.Locationns shown restraints f0 bracing per BCSsections B3hord
B7 or at 0. as applicable. Apply plates to each lace of truss and position as shown above and on the Joint Details, unless noted otherwise.
O.O
Lt11.i i 1 i1 V a
Refer to drawings 16OA-Z for standard plate positions.
IT1N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
in conformance with ANSIrrPi 1, or for handling, shipping, installation 8 bracing of trusses.
B'C LL p $f
TOT.LD. 45.Opsf
..
O/A LEN. 70600
TELf (954) 975=3384
DUR.FAC. 1.25
JOB#:19HSO44
VAX. (954)978.9980-
A seat on this droving or cover page listing this droving, Indicates acceptance of professional engineering reeponalbltity solely forth@
designshown. The sWhdgtyand use ofthis drawing for any structure Isthe responsibl0tyoftheBulhflngDesigner per ANSMI18902.
317AN.W-'1i51i'TEMtACE,
PONWAVO B'ACH) pL 3Jl}64.
For more information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinst.org: VVTCA www.sbdndmt y.com; ICC: www.iccsafe.org
SPACING 24.0"
iypE EJACK
J0D:(1`JI1JU44) 1 tJ1A
Top chard 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
:Lt Level Return 2x4 SP #3:
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
T
SAM,
1
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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. f\)
MWFRS loads based on trusses located at least 15.00 ft. from roof edge. `
��- 2'6" --. 8" y}� 1, 3 112" 3'0-1/2"
5,
R=511# U=71# RL=89/-70# W=5"
(Rigid Surface)
R=138# U=29# NAILED
S
ch `}
'v I
R=57# NAILED
DESC. = EJ7A SEQ = 40322
PLT. TYP: WAVE DESIGN CRIT"FBC2017RESRP43114FT/RT120%(e%)le(e) QTY= 9 TOTAL= 9 REV. 17.02.02A.1213.20 SCALE=0.7500
"WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.OpSf
REF
DATE 03-27-2019
_
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shag provide
a properly bracing perchord shall have propertyttached structuraland bottom I sedansord shall
aSling nless otherwise. rmanent webs ubracing
TC DL 15.0PSf
BC DL 10.0PSf
1�+r 1�m
is >t+Qa�.a.a.�A
DRWG
�r7.w Y Y.r. ter i USS
rigid Locationnss shown for lateral resaints fo shall Installed per SCSB3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
O.O r�$f
V.r'ii+Jl i 1 ,i1�.
Refer to drawings 160A-Z for standard plate positions.
Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSMI 1, or for handling, shipping, Installation & bracing of trusses.
BC LL P
TOT.LD. 45.Op$f
O/A LEN. 5
TELL (9S4)'973=3384
FAX. (954) 97S-8980
Asset on thia drawing cr cover page going this drawing, Indicates aceeptenee or professlonel engineering responsibility solely ter the
deslgnshown. The suitadgtyand use ofthis drawingfor any structure Isthe responsibiliyoftheBuilding Deal gnerper ANSVTP11Sea.2.
DUR.FAC. 1.25
JOB#:19HSO44
3320Ti[110 °I VL3JO.RRACE
POMPANOREACH,'FL'33864.
For more Information see this Job's general notes page and these web sites:
ITWBCG:www.Hwbeg.com;TPl:www.tpint.org:WTCA:www.sbcindustry.com;ICC:www.iccsafe.org
SPACING 24.0"
TYPE EJACK.
m(lur1J1199) !tJ/tl
Top chord 2x4 SP SS
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
:Lt Level Return 2x4 SP #3:
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
T
4314"
io
T
r+11r
1
DESC. = EJ7B
PLT. TYP: WAVE DESIGN
r 4'4-15/16"
170 mph wind, 15.00ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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. n`
MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 1
R=107# Rw-46# U=156# NAILED
2'6"- -t- 8" 1 1' 2'10-11116" /8-{
5'
R=481# U=87# RL=89/-70# W=5" R=366# Rw-436# U=76# W=11-5/16" %
(Rigid Surface) (Rigid Surface)
R=78# Rw=39# U=109# NAILED
QTY= 2 TOTAL= 2
**IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, instal ing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
9[.If �t�sgry� A temporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chard shall have.
.L ie RIMA a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
f'�7Ta r T,ry •erp7r TSS B7 cr B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
.,�wV / / i.[iv Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
TEIie (954) 975-"84 In co armence with ANSVTPI 1, or for handling, shipping, installation 6 bracing of trusses.
FAX: (954) 07 8980. A seal on this drawing or cover page Ileflnp this drawing, Indicates acceptance of professional englneedng responsibility coley for the
_.3t20 N.W. t6ih'TE1tItACOr dsslgn shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sea2.
_3126 4HEI1iTER l 3E- Farmers Information am thisjob'sgeneral notes pageandtheseweb sites:
r ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbdndmtry.com; ICC: www.iccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40324
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 5
DUR.FAC.
1.25
JOB M 19HS044
SPACING
24.0"
-HYPE EJACK
Top chord 2x4 SP SS
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
:Lt Level Return 2x4 SP #3:
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.
I - 2'4-15/1 s^
Bz
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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.
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
R=87# U=19# NAILED
`v
A v
i= 2W - I - 8" -+— 1'7-3/16" 41/2 2'5-3/8" -
DESC. = EVC
PLT. TYP: WAVE
�k
TT F'Y..t�RMA
�VAXAl 1 TRUSS
TM. (954) 973-3394
FAX: (95V 978-8980
3120-N.NY.-161i TERRACE`
1; OUWAM REACH",.P1: 33ff64.
5'
R=445# U=107# RL=89/-70# W=5" R=21# NAILED
(Rigid Surface)
R=174# Rw=195# U=31# W=11-5/16"
(Rigid Surface)
DESIGN CRR+FBC2077RESRPM4 Fr1RT•20%(0%y0(0) QTY=2 TOTAL=2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme pre in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
Wlding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
mpomry bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
property attached dgid piling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
r or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
sfer to drawings 160A-Z for standard plate positions. '
ITW Building Components Group Inc. shah not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSLTPI 1, or for handling, shipping, instaha6on 6 bracing of trusses.
Aseul on this drawing or cover page listing this drawing, Indleates acceptance of professional engineering responsibility solely for the
rslgn shown. The sultablhty, and use of this drawing for any structure la the rasponsibltity, of the Building Designer perANSI/rpl 1600.2.
For more information see the job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPI: www.tpinsLorg; WTCA: www.sbcindLrstry.com; ]CC: wwwJccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40326
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL .
TOT.LD.
20.Opsf
15.0psf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 5
DUR.FAC.
1.25
JOB M 19HSO44
SPACING
24.0"
TYPE EJACK
mklynaU ) r ajim IrI1a UVVU. rKtrAKtU UT IMr ALI INr JUa U=b1UNCK YKUpKAM rMUM I KUaa Mrf(a UiTUU I
Top chord 2x4 SP #1 Dense All plates are 2X4 except as noted.
Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N:
Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, D(P B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/_)=0.18
Left cantilever is exposed to wind(
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 Lf360 live and U240 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=142# U=77# NAILED
12
6.5
T1
io
=3X4(B2)
�.
eT
i
82
_ W2
W1X4
u
&3-1/2° 1'2-1/2^ --{
T6^
R=567# U=24# RL=134/-30# W=B^ R=55# U=26# NAILED
(Rigid Surface)
DESC. = EJ7E
PLT.TYP: WAVE DESIGN CRrT•FBC2017RESRP42D14
QTY= 8 TOTAL= 8
••IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
,?.
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
w
yr,�rp ��y yry+� A
temporary bracing per SCSI. Unless noted otherwise, op chord shall have properly attached structural sheathing and bottom chord shall have
/'� wLtLY�Stvi..6r+r•�!ps�rTc
M SS
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,
B7 or and position as shown above and on the Joint Details, unless noted otherwise.
elands
allAI j
Refer of drawings 1 0A-Z for d plate positions(wss
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTF11, or for handling,shipping, installation d bracing of trusses.
TLi'(4543975-3384 -
PAX, (954) 018880
Asesi on thle drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
3[20 ]�I W. i6Lii`CSlt}LACE'
design shown. The sultaWOy and use of this drawing for any structure is the responsibility of the BWiding Designer per ANSVTPI 1 Seo,2
.
2342Y NL7 B6IJiTE`T?1;93864,
r
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbeg.com: TPI: www.tpinst.org; WTCA: www.sbciridusty.com; ICC: wwwlccsafe.org
REV. 17.02.02A.1213.20
SEQ = 40738
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOUD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 70600
DURYAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-HYPE EJACK
JaD:(lerl,7t144) rtJfu
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x6 SP SS
Bottom chord checked for 10.00 psf non -concurrent five load.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
14
R=235# U=70# W=8"
(Rigid Surface)
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B,
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.
Deflection meets L/360 rive and L/240 total load. Creep increase factor for dead load is 2.00.
R=185# U=31# RL=89# NAILED
`v
R=100# NAILED
DESC. = EJ7D SEQ = 39853
PLT. TYP: WAVE DESIGN CRf-F8C20l7RESr M014 FT1RT=20%(0%Y0(D) QTY= 4 TOTAL= 4 REV. 17.02.02A.1213.20 SCALE=0.7500
••WARNINGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
TC LL 20.Opsf
REF
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
DATE 03-27-2019
Trusses require extreme care In fabricating,handling, shipping, Installing bracing.
safety
TC DL 15.Opsf
(Building Component Safety Information, by TPlnd WrCA) for practices prioo performing these functions. Installers shag provide
DRWG
'L�tt Ayyg7YA
temporary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
BC DL _ 1 O.Or�Sf
�J: Y1r�VS.��a�iJV1ra7�� p
a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or BID. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
M
O.O n$f
9=T�y� 41 it�JSS
v i ,i iC a7
Refer to drawings 160A-2 for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation d bracing of trusses.P
BC LL p
TOT. LD. 45.0 psf
O/A LEN. 5
TL'fl;i (954) 99.5-3384
DUR.FAC. 1.25
JOB#:19HSO44
FAX: (954J.978H3980
Aseal on this drawing or cover page Ilating this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The suitabiYlyand use ofthla drawing forai1ys11uctumlathe responsiblgyoftheBuilding DeeignerperANSVTPl1Sea2.
3'FAX120-N.(954).978480
00 WAVY "A.CHiPL33064,
r
Formore twbcg.lom;TPI: ww.tea s jWs instorgeVTCk.ral notes page and these om:1C sites:
ITWBCG: www.itwbcg.com; TPI; wvnw.tpfnsLog; WiCA: www.sbcindustry.cam; ICC: www.icasafa.org
SPACING 24.0°
TYPE EJACK
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
:Rt Bearing Leg 2x4 SP #3:
170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
4'8-1/2" 3111.
R=1094# U=110# W=8" R=1404# U=129#
(Rigid Surface) H = H1
DESC. = J7D
PLT TYP: WAVE
FLORMA
QUA ATY TRUSS
4BLf (954) 975=3384
FAX: (950 9*3980
3i2ad3.W. it 1&fIBRRAE.E
00AWAN0 UEACU,VL33W
DESIGN CRr `-FBC20l7RESfrMO14 FTIRT"20%(016y qol
THIS UW S. NKI,:VAKCU SY 1 Ht- ALNINt JUb UtJIUNtK I'KUUKAM I-KUM I KUbb Wt
Special loads
—(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25)
TC: From 74 plf at 0.00 to 74 plf at 5.00
BC: From 10 pif at 0.00 to 10 pif at 4.71
BC: From 20 pif at 4.71 to 20 pif at 5.00
BC:1037.13 lb Conc. Load at 1.77, 3.77
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00.
Provide hanger or special connection at right end of truss for 1404 lbs.
1 TOTAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
xopery attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83,
'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Jdrm Details, unless noted otherwise.
der to drawings 160XZ for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
conformance trusses.
ANSVTPI 1, or for handling, shipping, installation 6 bracing of sses.
Asesl on this drawing or cover page 11adng this dmelrlg, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The suitability and use of thle drawing for any structure Is the responsibilty of the Bullring Designer per ANSVTPI 1 SeoZ
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: www.icosafe.org
�p
REV. 17.02.02A.1213.20
SEQ = 41394
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0PSf
10.OPSf
O.OPSf
45.OPSf
REF
DATE 03-27-2019
DRWG
O/A LEN. 5
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
Jumt-I unau ) /CJD
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
E
81
�-- 2'11-3/4" 3'6-1/4"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgL ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B,
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.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
V
R=90/-1# U=65# NAILED
6'6"
R=565# U=33# RL=116/-26# W=8" R=21/-22# Rw=34# U=28# NAILED
(Rigid Surface)
DESC. = EJ6
PLT. TYP: WAVE DESIGN CEUT•FBC21117RESrrP4a)14 FT1RT•21%t0%)r0(0)
FLORMA
QUAUT'Y TRUSS
TEL:(9SQ 975-3394
FAX. (954).9 19 0980
3I20 NW. ;i6tli TERRACE
POMPANO REACHi FL 33064.
QTY= 9 TOTAL= 9
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabdwting, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI
uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
xoperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections E13,
'or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Ifer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conforrhance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses.
Aseal on We drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility coley for the
sign shown. The suitability and use of this drawing for any structure Is the rmsponsibitity of the Building Designer perANSIRPI t Sao.2.
For more Information see this job's general notes page and these web sites:
11 WBCG: www.itwbcg.com: TPI: www.tpinslorg; WrCA: www.sbdndustry.com; ICC: wwwJc safe.org
REV. 17.02.02A.1213.20
SEQ = 39827
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 60600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-HYPE EJACK
J0D:(9 UNbU44) IJO
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x6 SP SS
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.
6
R=173# U=51# W=8"
(Rigid Surface)
R=136# U=23# RL=65# NAILED
io
m o,
d
r i7
iO I
R=73# NAILED
I r11J Uvvu. rrcerr KrU rsT I ne ALrm+r= JUo Ur0I1jIVM [ rM tv mAm rncum a muoo mr-m o L iuu i
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, D(P B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional CB,C member design.
Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. (�
DESC. = J6 SEQ = 39829
PLT. TYP: WAVE DESIGN CRR•FBC2017RESRP4POMFORT=20%(D%va0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.7500
aaWARNINGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE \ 03-27-2019
YLORMA
iL
-Q-rrA T T�V .rro�rT
<,ttsL1 i' i.L1�.V SS
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83.
B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, installation 3 bracing of trusses.
Aged on this drawing or cover page listing this drawing, Indicates acceptance of professional engine sting responsibility solely for the
dedgnshown,ThesutabilityanduseofthisdrawingforanysWctureIstheresponsibilityoftheBulldogDedgnerperANBVTPl1Baez
For more information see this job's general notes page and these web sites:
ITWBCG:www.itwbcg.com;TPl:www.tpinsLorg;WTCA:www.sbdndustry.mm;ICC:wwwJc fe.org
TIC DL 15.Opsf
BC DL 10.0psf
BC LL 0.0psf
450 Sf
TOT.LD. .p
DRWG
i'
O/A LEN. 30800
TEL: (950 975=3384
FAX;(954).97"980
3I26 N.W. 16&TBRR.ACE
POWANORRACHiVL330"
DUR.FAC. 1.25
JOB #:19HSO44
SPACING 24.0"
TYPE EJACK
MlTyFlbU99) r,lba
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets L/360 live and 1-/240 total load. Creep increase factor for dead load is 2.00.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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. ►..%�
R=55/-30# U=54# NAILED
eo
co
m to
v Cl)
C
DESC. = J59
PLT. TYP: WAVE
i. 2'11-3/4" 2'9-1/4" �I
5'9"
R=562# U=40# RL=102/-23# W=8" R=46# Rw=30# U=50# NAILED
(Rigid Surface)
i
FTIRT-M%(0%y 0(0)
QTY= 1 TOTAL= 1
"4MPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
FLORMAa property attached rigid calling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections B3,
.Qu.4.mTy TRUSS B7 or B70. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
11W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of lasses.
TEL:£.(954) 919-8980 Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility soley for the
'FAX.- ('754j 97&8980 design shown. The sultablilty, and we of this drawing for arty structure Is the responsibility ofthe BWiding Designer perANSVTPI 1 S9c2.
3120 N.W.- 161 i'TERRACE . For more Information see this job's general notes page and these web sites:
POMPAP.TO BBAC11i VL 33W ITWBCG: www.ihvbcg.wm; TPI: www.tpinsLorg; WTCA: wwwsbdndustry.com; ICC: wwwlc fe.org
i
REV. 17.02.02A.1213.20
SEQ = 40385
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 50900
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE EJACK
�om(lanSu44)/JD`JA
Top chord 2x4 SP 92 N
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 4.50 ft from roof edge, RISK CAT II, EXP B,
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
DESC. = J59A
PLT. TYP: WAVE DESIGN CRIT"FlIC2017RESRI
FLORMA
QiTALYTY TRUSS
TEL: (95Q WS-3384
FAX:.(954).978-8980
3I20 N.Vik l6tiiTERRACE .
POMYYz* BEACHi VL 3301k
5'9"
R=1935# U=201# W=8"
(Rigid Surface)
I HIS UWCi. NKtNAKtU UY I tit ALNINt JUti UtSIGNtK NKUGKAM t-KUM 1 KU55 MFK'S LAYUU I
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25)
TC: From 74 plf at 0.00 to 74 plf at 5.75 t►'{�'
BC: From 20 plf at 0.00 to 20 plf at 5.75 1�7
BC: 2110.77 lb Conc. Load at 3.81
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide hanger or special connection at right end of truss for 772 lbs.
3
R=772# U=43#
H=H1
QTY=1 TOTAL=1
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 160A-Z for standard plate positions.
11 W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss
In conformantrusses.
with ANSVTPI 1, or for handling, shipping, Installation 6 bracing of sses.
AseU on this drawing or cover page listing this drawing, Indicates acceptance of protesslonei arlglneedng responsibility solely for the
design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 SeoZ
For more information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.ipinst.org; WTCA: www.sbcindustry.com; ]CC: www1c safe.org
REV. 17.02.02A.1213.20
SEQ = 40391
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0PSf
10.0psf
O.OPSf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 50900
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
Top chord 2x4 SP #2 N
Bot chord 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 B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
I KIZS UVVU. NKtI'AKtU tdY 1I IL ALYINI- JUt% Ut: IUNtK YKUUKAM
Special loads
Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25)
TC: From 74 plf at 0.00 to 74 plf at 5.42
BC: From 20 plf at 0.00 to 20 plf at 5.42
BC: 2131.28 lb Cone. Load at 3.48
Wind loads and reactions based on MWFRS.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide hanger or special connection at right end of truss for 570 Ills.
— 5.5. _1
R=2133# U=2699 W=8" R=570/-19# U=44#
(Rigid Surface) H = H1
DESC. = J55A
PLT. TYP: WAVE DESIGN CRfr•FlIC2017RESnM2014 FTIRT•20%(0%v 0(0)
FLO=A is
QUALITY TRUSS
TEL: (954) 975-3384
FAX: (954).97&8980
3120 N.VY. 1&h''TERRACE
POMPANO XWACE4 PL 3306(
QTY= 1 TOTAL= 1
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme pre in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
ildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
iporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural shear" and bottom chord shall have
roperly attached rigid miring. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
or B10. as appUmble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
'or to drawings 16OA-Z for standard plate positions.
ITW Build rig Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
onfonnance with ANSIrrPi 1, or for hand Ong, shipping, installation 8 bracing of trusses.
Avesl on this drawing or aver page tilting this dmwing, Indlcates acceptance of professional engineering responsibility solely for the
ilgn shown. The suitability and use of this drawing for any structure to the responsibility of the Building Designer perANSIRPI 1 SacZ
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.mm; TPI: www.tpinstorg; WTCA: wwwsbdndustry.com; ICC: wwwJcrsafe.org
TC LL
20.Opsf
TC DL
15.Opsf
BC DL
10.Opsf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.01,
SEQ = 41346
SCALE=0.7500
REF
DATE 03-27-2019
DRWG
O/A LEN. 50500
JOB #: 19HSO44
-TYPE MONO
0;k IwnoV ) r
I nC AL1'lNr JUt3 UCOIUINCK t'KUbKAM rMUM n KUJA MrR J LATUU I
Top chord 2x4 SP #2 N
2 Complete Trusses Required
Bot chord 2x6 SP SS
Webs 20 SP #3 :W1 2x6 SP SS:
Special loads -
Nail Schedule:0.128"x3", min. nails
G��
-(Lumber 4 pffat 0.00 /Plate if at 1.7 =1.25)
TC: From 74 pif at 0.00 to 74 plf at 1.73
Top Chord:1 Row @12.00" o.c.
Bot Chord: 2 Rows @ 4.00" D.C.(Each Row)
Webs 1 Row 4"
`
) "
TC: From 37 pl( at 1.73 to 37 plf at 7.10
: @ o.c.
TC: From 74 plf at 7.10 to 74 plf at 8.83
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
BC: From 10 pif at 0.00 to 10 plf at 8.83
TC: 6.81 lb Conc. Load at 3.06, Load at 1.73,
TC: -49.28 lb Con3.77, 5.77
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere ywhere in roof, RISK CAT II, EXP B, wind TC
BC:-161.34 lb Conc. Load at 1.73, 7.10
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
BC: 2366.57lb Conc. Load at 2.31
BC: -84.37 lb Conc. Load at 3.06, 3.77, 5.77
Wind loads and reactions based on MWFRS.
BC: 2346.54 lb Conc. Load at 4.31, 6.31
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
i- 1'8-3/4" i 64-1/2" 1'8-3W -�
R=3525# U=603# W=8"
(Rigid Surface)
DESC. = K2
PLT. TYP: WAVE
�r��Rni\IIY
FLORMA
QUALITY TRUSS
TEL: (954) 975=3384'
:rAX. (954) KS-8930
'3I20 TT.W-' 16tfiTERRACE
POMPANO HEACHt FL 33W
DESIGN CRIT•FOC2017REWK2014 Fr1RT"2D%(0'%Jr0(0)
QTY=1 PLIES= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI
uilding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
uoperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
'or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Ifer to drawings 16DA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSUTPI 1, or for handling, shipping, installation a bracing of trusses.
Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown. The sultstillity and we of this drawing for arry structure Is the responsibility of the Building Designer per ANSIMI t Sso2
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WiCA: www.sbdndustry.com; ICC: www.1crsafe.org
X8
R=3369# U=540# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 41284
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.0psf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 81000
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE COMN
D:(Tynbtwai r rw
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Top chord 2x4 SP #2 N
2 Complete Trusses Required
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
Special loads
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.Ab
p
p
(Lumber DucFac=1.25 / Plate Dur.Fac =1.25)
Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)
r lS'
TC: From 74 plf at 0.00 to 74 pif at 1.73
TC: From 37 pff at 1.73 to 37 pi( at 7.10
Webs : 1 Row @ 4" o.c.
TC: From 74 plf at 7.10 to 74 plf at 8.83
Use equal spacing between rows and stagger nails
BC: From 10 plf at 0.00 to 10 plf at 8.83
in each row to avoid. splitting.
TC: 6.81 lb Con Load at 1.73, .10
TC: -49.28 lb Conc. Load at 3.06, 5.0 5.77
170 mph wind, 15.00It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC
,
. 7.1
BC:-161.34 lb Conc. Load at 1.73, 7.10
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
BC: 2339.98lb Conc. Load at 2.65, 4.65
BC: -84.37 lb Conc. Load at 3.06, 5.06. 5.77
Wind loads and reactions based on MVJFRS.
BC: 2358.73 lb Conc. Load at 6.65
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
11'8-3/4" } 5'4-1/2" 1'8-3/4" -�
0
N
d
R=3259# U=573# W=8"
(Rigid Surface)
DESC. = K3
PLT.TYP-WAVE
a,
�Z.O%t3DA
QUALITY TRUSS
TEL: (954) 975-3384
FAX. f954) 978-8980
3120-N.W 1& i`TER]II .
PUMTANO "ACK, VL 330b1,
DESIGN
QTY= 1 PLIES= 2 TOTAL= 2
"IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling. shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Buildlrg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Instagers shag provide
temporary bracing per BCSI. UNass noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for arty deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses.
A seal on this drawing or aver page Ilsting this dmwing. Indicates acceptance of professional engineering responsibility solely for the
design shown. The suttablitty and use of this drawing for any structure Is the responsiblgty of the Building Designer per ANSVTPI 1 Sec.2.
For more Information see this job's general notes page and these web sites:
rf WBCG: www.itwbcg.com: TPI: www.tpimt.org: WTCA: www.sbdndustry.am; [CC: wwwlccsafe.org
R=3614# U=645# W=8"
(Rigid Surface)
REV. 17.02.02A.1213.20
SEQ = 40562
SCALE=0.7500
TC LL
TC DL
EIC DL
EIC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
0.0psf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 81000
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
1 TYPE COMN
JOOa la Qa ) trot
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #2 N 02 2x4 SP 91 Dense:
Webs 2x4 SP #1 Dense :W1 2x8 SP SS::W3 2x4 SP #3:
Special loads
—(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25)
TC: From 10 pif at 0.00 to 10 plf at 25.33
BC: From 20 plf at 0.00 to 20 plf at 25.33
TC: 510.64lb Cone. Load at 0.67. 6.67. 8.67,10.67
12.67,14.67,16.67,18.67.24.67
TC: 445.07 lb Conc. Load at 2.67,22.67
TC: 480.60 lb Conc. Load at 4.67,20.67
Calculated vertical deflection is 0.47" due to live load and 1.44" due to dead load at X=1243-0.
The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing.
i
25'4"
R=3604# U=778# W=8"
(Rigid Surface)
DESC. = FG1
PLT. TYP: WAVE DESIGN CRIr"FBG7017RESIM2714 FT1RT=2Dx(awy0r0)
1 r11A tvvvU. VKCYAKCU t3T I KC /iLVINt: JUt$ Utb1UNt:K t'KUUKAM rKUM I KUbb MFK IS LATUU 1
3 Complete Trusses Required
Nail Schedule:0.128"4", min. nails
"
Top Chord: 1 Row @ 5.75" o.c.
k
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" o.c.
un
Repeat nailing as each layer is applied. Use equal spacing
between rows and stagger nails in each row to avoid splitting.
L
170 mph wind, 15.00 ft mean hgl, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II,
EXP B, wind TC
DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
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.
Truss must be installed as shown with top chord up.
QTY= 1 PLIES= 3 TOTAL= 3
"IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
ss
Trusses require extreme care In fabricating, handling. shipping. Insisting and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
Y'�4��'y'~EL
tempo rerybmcng per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have
11��ii..rrLLrp
a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bmdng Installed per Best sections B3,
/'�
TRUSS
E17 or to h fat of truss and position as shown above and on the Joint Details, unless noted otherwise.
s applicable.ng. � sly plates
Qua�cYTi
Refer otd,a 60A-2 ard plate s.
I1W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss
i954i �-33 .•
L. (95Q
In conformance with ANSVTPI 1, or for handing, shipping, Installation 6 bracing of tmwas.
.� 97�80
X. (� 0 9jil 8-8980TEPR
Aeed on this dmying or cover page listing this dmfing, Indicates acceptance of profession@[ engineering responQdity solely for the
3S?A E E
design shown. The suitability and use of this dmwing for any structure Is the msponslblity ofthe Building Designer perANSVTPi 18902
,
BOr"ANO ABACK $L 3304k
For more Information see this Job's general notes page and these web sites:
rPNBCG: www.ttwbcg.com; TPI: www.tpinsLorg; WTCA• wwwxbdndwtry.com; Ice: wwwl=afe.org
R=3604# U=778# W=8"
(Rigid Surface)
REV. 17.02.02A:1213.20
SEQ = 40343
SCALE=0.2500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 250400
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
u.t-Ianou ) r CIA
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Left cantilever is exposed to wind
Bottom chord Checked for 10.00 psi non -concurrent live load.
MWFRS loads based on trusses located at least 17.15 ft. from roof edge.
DESC.= B1A
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 17.15 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B.
wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional CSC member design.
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.OD.
f 12'4-7/16"
R=747# U=90# RL=99# W=8" R=408# U=73# W=6"
(Rigid Surface) (Rigid Surface)
FLORMA
QUArUTY TRUSS
TEL, (954) 9"-3304
FAX-. (95Q.978-MO
319A N.W. R 16&TERACE .
POMPANO Wi ACBr Ft3300
DESIGN CRIT"FBC1017RESr11`F2e14
QTY= 1 TOTAL= 1
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers stag provide
temporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,
B7 or B10, as applicable. Apply plates to each face of truss Imd position as shown above and on the Joint Details, unless noted otherwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In conformance with ANSVTPI 1, or for handling, shipping, Installation d bracing of trusses.
Aseal on this drawing or aver paps listing this drawing, Indicates acceptance of professional engineering responsibility solely for the
design shown. The sultabi0ty, and use olthls drawing for any structure Is the responsibility of the Bulking Dsalgner perANSVTPI 1 Sso.2.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpirtst.org; WTCA: www.sbdridustry.com; [CC: wwwJccsafe.org
REV. 17.02.02A.1213.20
TC ILL 20.Opsf
TC DL 15.Opsf
BC DL 10.0psf
BC LL O.Opsf
TOT.LD. 45.Opsf
DUR.FAC. 1.25
SPACING 24.0"
SEQ = 40672
SCALE=0.5000
REF
DATE 03-27-2019
DRWG
O/A LEN. 120407
JOB #: 19HSO44
TYPE MONO
b:(19HSU44) r tJ94
Top chord 2x4 SP SS
Bol chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 8.32 ft. from roof edge.
i r1lb uvva. rrctrrlrctU rsr i muoo mr-r<b W ruu r
All plates are 2X4 except as noted.
170 mph wind,16.64 ft mean hgt, ASCE 7-10. CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B,
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.
Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 2.00..
a rr
9
Q
R=184# U=80# NAILED
3'3-3/4" i. 62-1/4" —1
DESC. = EJ94
PLT. TYP.-WAVE DESMN CRIT"FBC7017RESIfP41014
FLORIDA
QUALITY TRUSS
TPM (954) 975-3384
FAX. (954) 97"980
`3I20 N.W. 16di TERRACE
POMPANO BL'ACHr PL 3304
9'6.
R=670# U=91# RL=112# W=1'4"
(Rigid Surface)
QTY= 20 TOTAL= 20
'IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require e&eme care In fabricating, handling, shipping, instaling and bracing. Refer to and follow the latest edition of SCSI
uiiding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
nporsry bracing per SCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have
xoperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 133,
'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-Z for standard plate positions.
I7W Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSMI 1, or for handling, shipping, Installation & bracing of trusses.
Aseal on this drawing or cover page listing this carving, Indicates acceptance of professional anglnsering responsibility solely for the
sign shown. The sultadtlty and use of this drawing for any structure Is the responsibility of the Building Dadgner perANSVIPI 1 Sac.2
For more Information see We job's general notes page and these web sites:
ITWSCG: www.itwbcg.cem; TPI: www.tpinsLorg; WTCA: www.sbcindustry.com; ICC: wwwJccssfe.org
to
rz
cc d
� I
R=89# U=15# NAILED
REV. 17.02.02A.1213.20
SEQ = 40611
SCALE=0.7500
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 90600
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE EJACK
-.I 0l ) IJMO
Top chord 2x4 SP #1 Dense
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Left cantilever is exposed to vAnd
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
i- 2'11-3/4" 67-13/16"
DESC. = J96
PLT. TYP: WAVE
M j
FLO R DA
QUALITY TRUSS
TEL. (954) 975-3384
'FAX. (954).07 8980
3126 N W: lkli TERRA E
POUWANO REACH, VL 33064.
9'7-9/16"
R=656# U=13# RL=115/-38# W=8"
(Rigid Surface)
DESIGN
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
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 B,
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.
MWFRS loads based on trusses located at least 15.00 ft. from roof edge.
N�
QTY= 1 TOTAL=1
R=212# U=64# NAILED
R=106# U=14# NAILED
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
ullding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have
property attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
rfer to drawings 16OA-2 for standard plate positions.
ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSUTPI 1, or for handling, shipping, Installation & bracing of trusses.
Aseal on this drawing or cover page ibtlng We drawing, Indicates acceptance of professional engineering responsibility solely for the
sign shown, The suitability and ties of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Seo2
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.lhvbog.cam; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: www.leesafe.org
REV. 17.02.02A.1213.20
SEQ = 40073
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.0psf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 90709
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE EJACK
ivv.(ranavw+) rJtl
Top chard 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever Is exposed to wind
Q Hanger Support Required, by others
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 2.00.
DESC. = J9
PLT. TYP: WAVE
FLOAMA
QUALITY TRUSS
TEL: (9SQ 9 SL3384
FeSM (9S4).01I 3930
3120 N.W.1(61h TERRACV .
PIDUrANO REACHi OL 3306(
8'10"
R=612# U=30# RL=157/-35# W=8"
(Rigid Surface)
i nra uv .rnr or r—n —umo,Q orc r-m—an rrc rr ..—a war uur
170 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, 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.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load. z
MWFRS loads based on trusses located at least 7.50 ft. from roof edge. pry
Provide hanger or special connection at right end of truss for 246 lbs. :?+
is
C4 - -
rn
R=246# U=121#
H=H1
QTY= 2 TOTAL= 2
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TruaaeS require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
uilding Component Safety Information, by TPI and WTCA) for safety pract ces prior to performing these functions. Installers shag provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
rroperiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
rfer to drawings 160A-2 for standard plate positions.
ITW Building Component Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss
conformance with ANSUTPI 1, or for handling, shipping, Installaban & bracing of trusses,
A seal on Us chewing or cover page listing this drawing, Indicates acceptnce of professional englnsedng responsiblilly solely for the
sign shown. The sultoblUty and use of lisle drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 See2
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.fpinsLorg; WTCA: wwwsbcindustry.com; [CC: wwwJccsafe.org
REV. 17.02.02A.1213.20
SEQ = 39815
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.0psf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-20t9
DRWG
O/A LEN. 81000
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
-HYPE MONO
wu.i ronouwr / JtlA
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Deflection meets U360 live and L/240 total load. Creep Increase factor for dead load is 2.00.
6
DESC. = J9A
PLT. TYP: WAVE
1
fey �
LORMA
QUALITY TRUSS
TEL: (954) 97.5-338 4
FAX:.(954} 978-8980
3120 N,vL: 16&TERRACE .
POMPANO 11JEACKi PL 33064.
I r11b UVVU. rt% trAK=U or I r1= ALVIN= JUH UCOLIaN=K MU;.MAM MUM I KU0b MI-K'b LATUU I
170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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.
Right end vertical not exposed to wind pressure.
Bottom chord checked for 10.00 psf non -concurrent live load. J
MWFRS (cads based on trusses located at least 7.50 ft. from roof edge.,
Provide hanger or special connection at right end of truss for 250 lbs.
s
8'6-3/8" 1 1
8'10"
R=612# U=34# RL=153/-34# W=8"
(Rigid Surface)
DESIGN CRIT•FBC2017RESM11-MI4 FT/RT"2D%(0%y 0(0)
X4
R=250# U=113#
H=H1
QTY= 4 TOTAL= 4
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI
uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide
nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have
xoperly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 133,
'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Jdrd Details, unless noted otherwise.
dder to drawings 16OA-Z for standard plate positions.
ITW Bulldog Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses.
Aseat on this drawing or cover page Ilating this drawing, Indicates acceplance of professional englneering responsibility solely for the
�sign shown. The eultahltity and use of this drawing for any structure Is the responsibility ofthe Building Designer per ANSVTPI 1 SecZ
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.ftwbog.com; TPI: www.tpinsLorg; WTCA: wwwsbdrdmtry.com; ICC: www.iccsafe.org
REV. 17.02.02A.1213.20
SEQ = 39813
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 81000
DUR.FAC.
1.25
JOB #: 19FIS044
SPACING
24.0"
-TYPE HIPM
Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense:
Bot chord 2x4 SP #1 Dense
Webs 2x4 SP #3
Left cantilever is exposed to wind
(J) Hanger Support Required, by others
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based'Gn trusses located at least 7.50 ft. from roof edge.
Ea
6
DESC. = J9B
PLT. TYP: WAVE
i
7'10-3/8"
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
All plates are 2X4 except as noted.
170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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.
Right end vertical not exposed to wind pressure.°
Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00.
Provide hanger or special connection at right end of truss for 246 lbs. 1
f 6'6-3/8" i V4" --��
FWXWA
QUALITY TRUSS
TEE. (954) 975-3384
FAX, (954) 978-8980
' 3I2(1 N.W.' 16th TEli1t ACE .
POWANO REACFS PL 33064.
8' 10"
R=612# U=48# RL=132/-29# W=8"
(Rigid Surface)
DESIGN CRIr"FBC2017RESRP42014
R=2469 U=96#
H=H1
4 TOTAL= 4
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping, Instal[hg and bradrg. Refer to and follow the latest edition of BCSI
uildirg Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide
nporary bmdng per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
2ropedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,
'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
fifer to drawings 160XZ for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussconformance with ANSVfPI 1, or for handling, shipping. Installation 6 bracing of trusses.
A see] on title drawing or cover page listing this dmvlrig, Indicates acceptance of profeeelonal engineering responsibility solely for the
sign shown. The sdteblBty and use of this drawing for any structure is the responsibility of the Building Designer parANSIRPI 1 Seo.2.
For more Information see tuts Job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstog; WTCA: www.sbcindustry.com; ICC: wwwlasafe.og
REV. 17.02.02A.1213.20
SEQ = 39817
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.OpSf
15.0PSf
10.0PSf
O.OPSf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 81000
DUR.FAC.
1.25
JOB #: 19HS044
SPACING
24.0"
TYPE HIPS
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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
Bottom chord checked for 10.00 psf non -concurrent live load.
to
iV
DESC. = J9C
PLT. TYP: WAVE
FLORDA
QUALITY TRUSS
TL'Lz (954) 915-3384
]FAX; (954) 97198980
3I7A ,N.W. I&Ii TERMCE'
POMPANO BL'A.CH; FL 330".
4'6-3/8" 1 1'4" }2'11-5/8"
8'10"
R=548# U=99# W=8"
(Rigid Surface)
All plates are 2X4 except as noted.
Special loads
Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25)
TC: From 74 pit at 0.00 to 74 pif at 8.83
BC: From 20 plf at 0.00 to 20 pit at 8.83
TC: 31.94 lb Conc. Load at 4.53
BC:-121.56 lb Conc. Load at 4.53
Right end vertical not exposed to wind pressure.
(J) Hanger Support Required, by others
Deflection meets L/360 rive 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 221 lbs.
R=221# U=34#
H=H1
QTY= 4 TOTAL= 4
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS,
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI
uilcfing Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
nporary bracing per BCSI. Unless noted otherwise, tap chord shag have properly attached structural sheathing and bottom chord shall have
roperiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3,
or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
der to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
conformance with ANSUIPI 1, or for handling, shipping, Installation 6 bracing of trusses.Asesi on this drawing or cover page gating this drawing, Indicates acceptance of professional engineering nsponelblgty solely for the
sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSI/TPI 1 Sec.2
For more information see this job's general notes page and these web sites:
ITW8CG: www.itwbeg.com; TPI: www.tpinst.arg; WTCA: www sbcindustry.cum; ICC: www.lccsafe.org
REV. 17.02.02A.1213.20
TC LL
20.Opsf
TC DL
15.0psf
BC DL
10.Opsf
BC LL
O.Opsf
TOT.LD.
45.Opsf
DUR.FAC.
1.25
SPACING
24.0"
SEQ = 39863
SCALE=0.5000
REF
DATE 03-27-2019
DRWG
O/A LEN. 81000
JOB #: 19HSO44
TYPE HIPS
IDb:(19HSO44) /J82
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
Left cantilever is exposed to wind
Deflection meets L/360 rive and L/240 total load. Creep increase factor for dead load is 2.00.
�— 2'11-314° i 5'4-3/16"
I MRS UVVU. YKLVAKtU UYANLALMNC JUb UCAIUINCK YKULiKAM t-mum IKUJJ w1r mc, LATUU I
170 mph wind,15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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 psi non -concurrent live load.
MWFRS loads based an trusses located at least 15.00 ft. from roof edge.
S � _
R=163# U=54# NAILED
m
c`
rfi ul
-v
8'3-15/16"
R=610# U=20# RL=99/-33# W=8" R=74# U=15# NAILED
(Rigid Surface)
DESC. = J82 SEQ = 39876
PLT. TYP: WAVE DESIGN CRIT•FBC7o17RESrrMD14FTIRT M%(m6J10(D) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.5000
'aWARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
-IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
TC LL 20.Opsf
REF
DATE 03-27-2019
y�
-may Q.Ay.��
F
L 1�M
��w Y �rnr.t�
ts.a.N.1 1 �R..St
Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI
(Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shag provide
temporary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom fiord shall have
a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insection stalled per SCSI sectio83,
rm
B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted othenwise.
Refer to drawings 16OA-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
In anfortnance with ANSVTPI 1, or for handling, shipping, Instailadon 8 bracing of trusses.
Ased on this drawing or aver page listing this drawing, Indicates acceptance of professional engineering responsibility sole for Ne
design shown. The sulteblYtyand ussofthledrawing forany structuratethe rasponsiblgtyoftheBulldltgDesigner per ANSI/TPI1Sso.2
For more information see this Job's general notes page and these web sites:
ITWBCG:www.itwbcg.am;TPl:www.tpinsLog;WTCA:wwwsbdrdustry.am;ICC:www.lasafe.og
TIC DL 15.Opsf
BC DL 1 0.0p $f
BC LL 0.0 psf
1�
TOT.LD. 45.0 sf
Y
DRWG
1 -
01A LEN. 80315
TEL: (954) 975=3384
'FAX-054).0§4980
3t2f1 N.W.- R.RCE 16&TEA`
POWANOIBP.ACH'jPL330"
DIJR.FAC. 1.25
JOB #:19HSO44
SPACING 24.0"
TYPE EJACK
Top chord 2x4 SP #2 N
Bot chord 2x6 SP SS
Webs 2x4 SP #3 :W1 2x6 SP SS:
Special loads
—(Lumber Dur.Fac =1.25 / Plate Dur.Pac =1.25)
TC: From 74 plf at 0.00 to 74 pill at 5.67
BC: From 20 pif at 0.00 to 20 plf at 2.53
BC: From 10 plf at 2.53 to 10 plf at 5.67
BC:781.76 lb Conc. Load at 2.53, 4.53
(J) Hanger Support Required, by others
Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00.
DESC. = J8
PLT. TYP.-WAVE
11
a
d
1
@3x4
R=848# U=137# W=8"
(Rigid Surface)
DESIGN CRIT"FBC2017RESRPF2D74 FTRiT-M%(o%p 0(0)
R=1218# U=191#
H=H1
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
2 Complete Trusses Required
Nail Schedule:0.128"x3", min. nails {[
Top Chord:1 Row @12.00" D.C. 1
Bot Chord: 1 Row @ 5.25" D.C.
Webs :1 Row @ 4" D.C. 111
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
170 mph wind, 15.00 it mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP B, wind TC
DL=5.0 pat, wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS
Right end vertical not exposed to wind pressure.
Provide hanger or special connection at right end of truss for 1218 lbs.
QTY=1 PLIES= 2 TOTAL= 2
+�
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
"`9...
Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest Egon of BCSI
(Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide
y�yry�ry��
temporary bracing per SCSI. Unless noted otherwise, top chard shag have property attached structural sheathing and bottom chord shall have
.may
a properly alN ached rigid ceiling. Locations shown for permanent lateral restraint o1 webs shall have bracing installed per BCSI sections B3,
�i1rL�rL�.Rv3.iL�
to each few r�� �d positlon as shown above and on the Jdnt Details, unless noted otherwise.
or ldrewings
9Ut1W 1 1' anUSS
760A-Z s�Marwdard plate pasigorgates
Rater toB7
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
T EI : (954) 975-3386
In conformance with ANSUTPI 1, or for handling, shipping. Installation 8 bracing of trusses.
]FAXEL954) 97-8980
A@OatOf'We drawing or cover page listing We drawing, Irdlcstee acceptance of professional engineering responelWllty solely for the
•deelgn
3120 N.SV I6WTERRACE
shown. The sultabllty and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPi 1 Sec.2.
,
POMPANO RlLkCH(.PL 3306(
For more Information see this Job's general notes page and these web sites:
ITWBCG: www.itwbcg.co n: TPI: www.tpinstorg; WTCk www sbdndustry.com; ICC: www.icasafe.org
REV. 17.02.02A.1213.20
SEQ = 39986
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
1 O.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 50800
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE MONO
I0D;(1k1r15ug4) !J/6
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
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.
6
DESC. = J76
PLT. TYP: WAVE
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
170 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, 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. TT
Bottom chord checked for 10.00 psf non -concurrent live load. I
MWFRS loads based on trusses located at least 15.00 ft. from roof edge. IY
R=137# U=49# NAILED
io
m
m
-v
i 2'11-3/4" 47-13/16" i
FLORMA
QUA ITY TRUSS
TEL: (9541979-3384
TAX, (9M 978-3980
.: 3120 N.W.-16Ui TERRACE'
POMPANO BEACH; TL 33W
77-9/16"
R=589# U=24# RL=91/-30# W=8" R=55# U=16# NAILED
(Rigid Surface)
DESIGN CRr"F8=l7RES/rP1.7014
QTY=1 TOTAL= 1
'IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.
Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI
ilding Component Safety Information, by TPI and WTCA) for safety practices pdor to performing these functions. Installers shag provide
Iporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have
roperly attached dgid celtng. Locators shown for permanent lateral resbalnt of webs shall have bradng Instated per SCSI sections B3,
or BtO, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.
'or to drawings 16OA-Z for standard plate positions.
11W Building Components Group Inc. shall not be responsible for any deviation from fhls drawing, any failure to build the truss
onformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.
Ass@[ on this drawing or cover page listing this drawing, Indicates acceptance of profession@[ engineering responsibility solely for the
sign shown. The suitability and ties of this drawing for any structure Is the rosponslblBy of the Bulimng Designer per ANSVTPI 1 Beo.2.
For more Information see this job's general notes page and these web sites:
ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbdndmtry.mm; ICC: wwwJa fe.org
REV. 17.02.02A.1213.20
SEQ = 40075
SCALE=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.Opsf
15.Opsf
10.Opsf
O.Opsf
45.Opsf
REF
DATE 03-27-2019
DRWG
O/A LEN. 70709
DUR.FAC.
1.25
JOB #: 19HSO44
SPACING
24.0"
TYPE EJACK