HomeMy WebLinkAboutTRUSS PAPERWORKSOUTHERN TRUSS COMPANIES, INC.
SOUTHERN
RANDY a@SOU UMRNTRUSS.COM
TRUSS
2590 N. KINGS HIGHWAY / FORT PIERCE, FL. 34951
(800) 232-0509 / C772) 464 4160 / (772) 318-0016 Fax:
CO M PAN 1 E S
Project Name and Address: OAKr AND LAKE Occupancy: X Single -Family
Lot:_ �71 _Block: County sTL"' SCANNE® Multi -Family
Truss Company: Southern Truss Companies, Inc. Commercial
Truss Engineering Program: Mitek Engineering BY
Plates By: A itek pla}ei I
St. Lucie County
Contractor /Builder RYAN HOMES
Model: 1452 Elevation: A Options: LANAI
STATEMENT, I certify that the engineering for the husses listed on the attached index sheet have been designed and checked for compliance
with Florida Building Code FBC2017. The truss system has been designed to provide adequate resitance to wind load and forces as required by
the following provision_
ROOF FLOOR
Top chord live load: 20 P.S.F. Top chord live load: — P.S.F.
Desiga criteria: ASCE 7-10: 160 MPH
Top chord dead load: 7 P.S.F. Top chord dead load: — P.S.F.
Engineer. Brian M. Bleakly
Bottom chord live load: IOs P.S.F. Bottom chord live load. _ P.S.F.
Address: 2590 N. Kings Highway
Bottom chord dead load: 10 P.S.F. Bottom chord dead load: — P.S.P.
Fort Pierce, FL. 34951
Duration factor. 1.25 Duration factor. —
Mean height 15'
•
Exposure: C
•10.0 ?.S.F. bottom chord live load aoocuncanmt with anyother live loads.
This is an index sheet submitted in accordance with the Department of Professional Engineering.
Tallahassee, FL. En iierin sheets are photocopies of the original design and appmved by me.
No.
Truss ID.
No.
Truss ID.
No.
Truss ID.
No.
Truss ID.
No.
Truss ID.
No.
Truss ID.
1
Al
21
J6
41
61
81
96
2
A2
22
J58
42
62
82
97
3
A3
23
15
43
63
83
98
4
A4
24
15A
44
64
84
99
5
A5
25
J4
45
65
85
100
6
A6
26
J3
46
66
86
101
7
A7
27
DA
47
67
87
102
8
A8
28
J2
48
68
88
103
9
A8GL
29
J1
49
69
89
104
10
B1
30
v8
50
70
90
105
11
B2
31
v4
51
71
91
106
12
B3
32
MV6
52
72
92
107
13
B4G
33
Mv4
53
73
93
108
14
Cl
34
MV2
54
74,
94
109
.,
15
C2
35
CJ7
55
75
95
16 C3G 36 07A
56 76 —
17 Ll 37 CJ6
57 77
18 L2G 38 CJ4
58 78
19 J7 39
59 79
20 J7A 40
60 1 80
As witness by my seal, I hearby certify that
the above information
is true and correct to the best of my knowledge and belief. _
Name: Brian M. Bleakly Lie. 476051
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TYPICAL DETAIL G COR.NER. - HIP
~ NOTE NDS=National Design Specifictions
for Wood Construction.
132.5# per Nail (D.O.1—Factor=1.00)
rids toe nails only _have 0.83 of
lateral Resistance Value.
.- -,'2 4n tt Ai t:Ai
CORNER JACK GIRDER
ALLOWABLE REACTION PER JOINT
G) UP TO 265# = 2-16d NAILS REO'D.
Q UP TO 394# = 3-16d NAILS REO'D.
use 2-1Bd
too nail
TC & BC.
Typical jack 45"
attachment
n
TYPICAL CORNER LAYOL1i &
Typical Hip —jack'
attachment
CHORD
HANGERS
FASTENER
GIRDER
JACK
J1—J3 TO HIP JACK GIRDER
TC
— — — — — — —
2-16d nails
— — — — —
BC
— — — — — ——
2-16d nails
—--——
J5 TO HIP JACK GIRDER
TC
— — — — — — —
2-15d nails
— — — — —
BC
— — — — — ——
2-16d nails
——-——
J7 TO HIP GIRDER
TC
— — — — — — —
3-16d nails
— — — — —
BC
— — — — — — —
2-16d nails
— — — —
HIP JACK GIRDER (CJ7) TO HIP
GIRDER
TC
— — — — — — -
3-16d nails
— — — — —
BC
-— — — — ——
2-16d nails
— — — —
SOUTHERN
MINIMUM GRADE OF LUMBER LOADING (PSF) TM OiaL: oax
T.C.20 SYP 12 L 0 FBC7a17
B.C. 2N SYP 2 . 10P 20
WEBS 2:4 SYP No3 BOMM 00 10
SP=NG 24' O.G
TRUSS Fort Pierce Division
2590 N. Kings Highway,
Fort Pierce, FL 34951
COMPANIES (800)232-0509 1 B-0064-41 so
mwl—&
Fax:(772)318-0016
Brian M. Bleakly Struct Eng #76051 2590 N. Kngs Highway, Ft Pierce, FL 34951 772-464-4160
+ ... ....
TYPICAL DETAIL @ CORNER - HIP
NOTE: NDS=National Design Specifictions
for Wood Construction.
132.5# per Nail (D.O.I—Foctor=1.25)
nds toe nails only have 0.83 of
lateral Resistance Value.
2
CORNER JACK GIRDER
ALLOWABLE REACTION PER JOINT
QA UP TO 265f - 2-16d NAILS REO'D.
@ UP TO 394J - 3-16d NAILS REQ'D.
use 2-16d
toe noD a
TC & BC.
Typical jack 45'—`---"--
attachment
TYPICAL CORNER LAYOUT
3-16c
nail
Typical Hip -jack!
attachment
CHORD
HANGERS
FASTENER
GIRDER
JACK
J1—J3 TO HIP JACK GIRDER
TC
— — — — — — —
2-16d nails
— — — — —
8C
— — — — — ——
2-16dnails
—--—
J5 TO HIP JACK GIRDER
TC
— — — — — — —
2-15d nails
— — — — —
BC
— — — — — ——
2-16dnails
— — — —-
TC
— — — — — ——
3-16dnails
————-
BC
— — — — — ——
2-16dnails
—-——-
HIP JACK GIRDER (CJ5) TO HIP GIRDER
TC
— — — — — — —
3-16d nails
— — — — —
BC
— — — — — ——
2-16dnails
— — ——
SOUTHERN
TRUSS
COMPANIES
hllie//—FADu emir n
IIMUM GRADE OF WN
LG 2X4 SYP /2
B.C. - 2.4 51P 2
WEBS 214 SYP No3
LOADING (P6F� 5(R. INCR:
L D FBC2017
TOR 20
BOMM 00 ID
SPACNlO 2e O.C.
Fort Pierce Division
2590 N. Kings Highway,
Fort Pierce, FL 34951
(800)2F x:(772)31-0509 8 200164160
Brian M. Bleakly Struet Eng #78051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-416D
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I -7/8
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1'.
I. -
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4..1
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iS2511510
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7355
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1
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T. 10H'.
11250
1405
1515'
755 .
10
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a %
10d
1470
1670
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755
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1850
1995{
18t0
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i 3-SB
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. -
6
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1 . 16d-.
1625
1 1850
I 1995
1 1810
1
_
.
H046 :;..
HU46
74
9-9115
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2121
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1390114901
780
.
ism
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2235
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-
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11850
12035
2235.1
1170 :Iff
Jim -
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-
1540
1735
1861.780
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2630
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-
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1 1735
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2155
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UIS48
18
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6-7/8
2
i
6
lad
4
16d
1325
1510
1645
1355
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WS410
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1
B
16d
6
16d
184512105.
2290
19M
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I U410
I
16
3-9/16
8-38
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1_118
_
16
106
6
I 10d
224512420j
11a5
16
16d
6
10d
26'18
20"
1135
HUS48
HUS48
14
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7
2
1
6
16d
6
16d
11850
105)
IBM
HUS48th
HUSUB
14
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2
1
6
tad
6
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IL%
1995
18111
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HU48
14
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1-118
Sin
10
16d
4
lOd
173fii
18651
780
Max
14
6
2430
2610
1170
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HD48F
RUC48
14
3-06
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_
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lfid
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j
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14
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1
8
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16d
:
2465
2560'.
=0"
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1
-
8
i6d
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16d
1
2465.
2660
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14
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.
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20
10
1'.3415.
3775
1950.'1
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Ift
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-1950HD0410IF
HUC0410
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-
12
W53
6
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5590
5598
2975
31, R1, F32
7) Upmt loads have been mmeasad 60%trcwi d orsutsmic bads; an WMerhaease ald be PMMMBd.
2)1fid sinl®s (0.148 dia. x 3-1/4' long) maybe used at 034 ofthetable mad wham 1Bd canmons are spedfied. This does not apply toJUS• HUS, MUS slad ra0 hangers
3) WM Wood Screws are 114' x 3' long and ate Included vAM HD0 hangers
4) KM-10d nails ere 0.148' dia. x 3' long, 16d rails are 0.162' dia x 3-12' Ibng.
Newptudn4:is ar updated product Information are desWated In hdrefunt.
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SCAB -BRACE -DETAIL I ST-SCAB-BRACE
Note: Scab -Bracing to be used when continuous
la!eral bracing at midpoint (or T-Brace) is
Impractical.
Scab must cover frill length of web +/- 6.
THIS DETAIL IS NOTAPUCABLE WHEN BRACING IS
REQUIREDAT-1/3•POINTS OR PBRACE IS'SPECIFtED.-
APPLY 2x SCAB TO ONE FACE OF WEB WrrH
2 ROWS OF 10d (3°X 0.131-) NAILS SPACED 6"O.C.
SCAB MUST BE THE SAME GRADE, SIZE AND
SPECIES (OR BETTER) AS THE WEB. ' '
�\ MAXIMUM WEB AXIAL FORCE = 2500 Ibs
MAXIMUM WEB LENGTH =.IZ-W
Scar elute 2x4 MINIMUM WEB-S!7F-
MINIMUM WEB GRADE OF#3
Nai1s� / SecBon DetaM
Scab -Brace
Web
Scab -Brace must be same species grade (or better) as web member.
E
L-BRACE DETAIL
NaMng Pattern.
L-Brace size
I Nall Sb% .
Nag Spacing
1x4or6
'lod
W,o.c.
2x4, 6, or B
16d
8" o.a
Note: Nag along entire length of L-Brace. '
(On TwcWVs Nag to Both Pfies).•
MI.
C9
Web
Note. L Bracing fo be used when wn inuous
teteral bracing is tmpradical. L-brace
must cover BD.90 of web length.-
L-Brace must be same spedes grade (or better) as web member.-
L-Brace Size
for One -Ply Truss
Specified Continuous
ROWS of Lateral Bracing
lAleb S'¢e
1
2
2x3 or2x4
1x4
2rd
128
Zx8
2x8
— DIRECT suBs7nunoN NOT APUCABM
L-Brace Ste
forTwo-PlyTruss
Specified ContinuDnS '
Rows of Lateral Bracing
Web Size
1
2
2rGior2x4
2x4
...
2x6
2x6
2x8
2x6
—DIRECT SUBSnM10N NOTAPUCABIE
I
T-BRACE / I -BRACE DETML
Note: T-Bracing / I -Bracing to be used when continuous lateral bracing
is impractical. T-Brace / I -Brace must cover 9N. of web length.
Note: This detail NOT to be used to cMwert T-Brace / I -Brace
webs to continuous lateral braced webs.
Nailing Patteln
T-Brace size
Nail Size
Nag Sparing
1x4orUS
1Dd
8'oa
2x4 or 2x6 or 2x8
16d
8' o.¢
Note: Nag along entire length of•.T--Brace / I -Brace -
(On Two-Plys Nag to Both Plies) .: • • -
alternate position
,
t
�%
`a
Jr
r
t
. WEB ,}
NWIS / Section DEW
T-Brace
Web.
altemats position
Naffs
web 1-Brace
Nags
SPACING
T-BRACE
_
Brace Size
for One -Ply Truss
Specified Continuous
Rows of Lateral Bracing
Web Size •
1
2-
2x3 yr 2x4
1 x4 (7 T-Brace
1x4 (') I -Br
2x6
US (q T-Brace
2x6 I -Brace
2x8
12xB T-Brace
12x8 I -Brace
Brace S'v.�
for Two-ply Truss
Specified Continuous
Rows of Lateral Bracing
web Size
1
2
2x3 or 2x4
2x4 T-Brace
2x41-Brace
2x6
2x6 T-Brace
2x61-Brace
2x8
2x8 T-Brace
2x8 I -Brace
r Brace / 1-Brace must be same species and grade (or better) as web member.
(� NOTE If SP webs are used In the truss, 9x4 or US SP braces must be stress
rated boards with design values that are equal to (or better) the truss web
design values.
For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 for T-BMWA-Brat
For SP truss lumber grades up to #1 with 1)bracing material, use IND 55 forT-Brace/I Brac
FUSS
nrss vPe v
ymi Homes-lbszna
l-A
Al
COMMON 7 1
Job ReferP.txx 'ne
ev,, nvneamausmes, mC PnJ 611.W.U]2Dla Pagel
ID:EaPDUhut,WA016wS07JIFdz75dCH1ia1XKPMSNjkdGgpID5GO4FuyA"WLsevBonIz pw
1 7S3 1 11:7-3 21-0-0 INEa 34579 i7
733 62-0 1 7� 13 1 7473 1 6-2-0 83
-1:69.9
i
3xIDM16SHSll 314= 4t6= 3x4= 3x4= 4x6= 3x4= Wo MISSHS 11
1_-0-0 9-2-6 i 1741-13 I 2411-3 1 32-&10 4743-0 -0-0
7 6-26 ]_lira
Plate Offsets (X Y7- I1.0-0-14
Edoe1 r1.O-" Edged r9.0-0-14 F_dael
f9.Ob4 Edael
LOADING(psf)
SPACING- 2-0-0
CSL
DEFL-
in (loc)
Udell
Lld
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.98
Vert(U)
022 12-13
>999
240
MT20
244/190
TCDL 7.0
Lumber DOL 125
SC 0.76
Vert(CT)
-OA2 12-13
>999
180
M18SHS
2441190
BOLL 0.0
Rep Stress Ina YES
NB 0.59
Hwz(CT)
0.13 9
tlfa
We
BCDL 10.0
Code FBC2017/rP12014
Matrix-S
Weight 213lb
Fr= lD%
LUMBER -
TOP CHORD 2x4 SP No2 •Except•
T7: 2x4 SP M 31
DOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
WEDGE
Left 2x6 SP No2, Right 2x6 SP No-2
REACTIONS. Ob/sbe) 1=1528/D-e-0 (con. D-1-8)
Max Horz1=159(I_C 8)
Max Uptiftl= 5M(LC 8), 9---529(LC 9)
BRACING-
TOPCHORD SWctural wood sheathing directly applied.
BOT CHORD Rigid Ceiling directly applied a7-58 oe bracing.
hb7ek recommends that Sfabliaers and required cross bmang be
installed during truss erection, in accordance with Stab'daer
Installation pulde.
FORCES (m)-Mac CompJhAax.Ten.-All forces 2500b) or less except when shown.
TOP CHORD 1-2--4125611114, 2-3=-308311077, 3A=2966I7095, 45=2377/685, 5-0=2377/865,
6-7-296611095, 7-6=3083I1077, 8-9-325811114
BOT CHORD 1-15=10972934, 14-16=-8142449, 13.14=.8142449,12-13=45011809,
11-12--6542449, 10-11=65412449, 9-10=9382934
WEBS 5-M2 3291774, 6-12--650411, 6n9=215r564, e-10=297297, 5-13=-329m4,
413=6501441.4-15=215/564, 2-15=2871297
NOTES-
1) Unbalanced prof five loads have been considered for this design.
2) Wind: ASCE 7-10; VuiF-160mph (3-sec nd gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.OpsF h=Ififk Cat It, Exp C; End., GCp1--0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) A8 plates are MT20 plates unless otherwise indicated
4) This truss has been designed for a 10.0 psf bottom Chad five load nonconamentwith any other five loads.
5) Provide mechanical connection (fry others) of truss to bearing plate capable of withstanding 528 Ib uplift at joint 1 and 529 lb uplift at joint 9.
LOAD CASE(S) Standard
� f PE 6051
SSj�NAL1NG\\�\\\
ntSs
Rrm ype
Ryan Homrs•1452Ad
14UA
A2
COMUON 2 1
Job Referenma(optionzIl
SatNVJr YMS. 34951 Ibv[8.200s Nw302017 Prnt 9200sNw302017 WTax lndusmes, irn Fri 61190:07201a Pape1
ID:EePOLn WCVVAOI&*W7JTFdz?Sd(-gistXKPMSNjkdGgpJD5G04HuyXRXV a Ban' -Pus
7.53 l 11.73 1 1960 127.6�4:a� !L' 7U 1 344 -13 F 42-09 i
7S3 6i-0 6-10.13 743014t0 S1D13 7Fr3
Scale - 1:74D
3X6 = 34 =
SDO 12 � _
WO MISSHS II
3x4= 4)15_ 3X4=
3x4= 4x6=
3x4= 3xI0 MIMS 11
9.23
17.613
24-113
324110
41-0-0 42-041
/ 8-23
Plate ORsets MY)- f1'0-0-4
Edoe7 It-0-0.14 Edael f o-3-iz&2-8] f6'0-2-8
03A1
r7'0.3-IZO-2A1
rl l:0-0-14 Etl el. fll:GZ4 Edoel
LOADING(psl)
SPACING- 2)-0
CSL
DEFL.
In Qoc) Wall
Ud
PLATES
GRIP
TOLL 20.0
Plate Grip DOL 125
TO
0.84
Vert(LL)
026 14-16 >999
240
MT20
244/19D
TCDL 7.0
Lumber DOL 125
BC
0.76
Vert(CT)
-0.5114-15 >968
180
MISSHS
2441190
BCLL 0.0
Rep Stress Ma YES
WB
0.52
Ho=(CT)
0.13 11 n/a
n/a
SC.OL 10.0
Code FBC20177rP12014
MabbcS
Weight 211 Ib
FT=10%
LUMBER.
BRACING -
TOP CHORD 2x4 SP M 31 `Exwpt+
TOP CHORD Strudloaf wood sheathing directly applied or 3-0-12 oc purrms.
T2: 2x4 SP No2
BUT CHORD Rigid calling directly applied or 7.6.12 oc bracing.
BOT CHORD 2x4 SP M 31
MiTek recommends that Stabt¢s tr ers and required mosacing be
WEBS 2x4 SP No.3
Installed during truss erection, in accordance with StabilUar
WEDGE
Installation guide.
Left 2x6 SP Na2, Right 2x6 SP No.2
REACTIONS. (1b/sae) 1--1529M-8-0 (min. a1-e), 11=152g/0-BO (min.0-1-6)
Max Ho21=148(LC 8) '
Max Uptift1=.517(LC 8), 11=517(LC 9)
FORCES. (lb) - Max CompJMax. Ten. -All forces 250 (lb) or less exceptwhen shcl
TOP CHORD 1-2--3267/1089, 23=3088/1051, 3.4--3012MOSO, 45=2368/826, 7-8=236S/827,
8-9 3012H069, 9.10--308811051, 1(I-11=3267/1090, 64--2133/810, 6-7=21331810
BOTCHORD 1-17=10652945, 16-17=7642428,18-16=764/2428, 14.15=-427/1B28,
13-14=6152428,12-13=-6lW428,11-12=9172945
WEBS 6-14=296T729, 8-14=-590/402, 8-12-2321585, %42--3181313, 6-15=2961729,
4-15- 590/401, 4-17 2MI5B5, 217-�181312
NOTES
1) Unbalanced roof We loads have been considered for this design
2) Wind: ASCE 7-10; Vint= l6amph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=5.0pst h=15fK Cal. It Exp C; End., GCpr-0.1$
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to preventwater pondmg.
4) AO plates are MT20 plates unless othervrise indicated.
5) This truss has been designed for a 10.0 psi bottom chord five load nonconctu ent with any other live loads.
6) Provide mechanical connection (ry others) of truss to bearing plate capable of withstanding 517 lb uplift at joint 1 and 517lb uplift at joint
it.
LOAD CASE(S) Standard
i r PE 76051
-O \1 S Al t-01- j
-51
,i/ !R10NI�'�r1G
■
Jet,
Ituss lype y
Rym�Hnnes-1452Ad
I,M-A
A3
Fop 2 7
Jab Releresm (oplionall
SMM=Tr—, K PknM FL, UZI Rhar8 (116 NoV302017 PdhR 8200a NeV30201]rwTeY Ingusflie; hhc" M 611;00082018 Pagel
3 6♦1 7-00 IDEsPOU1wCWAO16wS07VTFd275tl(-hr8Pk8g4D5taLnmM1 KKp4rd2-0R-07LyMA?NovAlwc-Pu5
1 86I-0522
3
633
Sale=1:70.4
SO =
5Jx1 12 SX5 -
3x5 = 3,4 c 4xS cc W = 3X8 = 41S30 = 36 =
/1A 1g,8g
su n�o 24BJ1 sa7.1s aaa 4wa
t 8M I &1-fa I i-0O i 61-t5 I B64
04-0
Plate Offsets (X.Y)- 11:0-310.0-2A]
f6:0S-4 0-2-e1
f120.8.10
0-2A1
LOADING(pst)
SPACING- 2)-0
CSL
DEFL
in (loc)
Well
Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.93
Vert(LL)
-020 16
>999
240
MT20
2441190
TCOL 7.0
Lumber DOL 125
BC 0.42
Vert(CT)
-0.41 16-18
>999
180
BCLL 0.0
Rep Stress Ina YES
WB 0.77
Horz(CT)
0.13 12
nha
rda
BCDL 10.0
Code FBC20171TP2014
MatrixS
Weight 2271b
FT= j(rA
LUMBER -
TOP CHORD 2x4 SP Noz
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No2 2-11.8, Right2x6 SP No2 2-11-8
REACTIONS. Oh/size) 1=15291041-0 (min. 0-1-8), 12=1529104.0 (min. 0-1-B)
Max Harz 1=133(LC 8)
Max Uprdn=-500(LC 8), 12-500(LC 9)
BRACING -
TOP CHORD Structure] wood sheathing directly applied.
BOT CHORD Rigid deiTing diledly applied or 7-8-0 no bracing.
WEBS 1 Row at midpt 6-15
MlTek recommends flat Stabilizers and required doss bracing be
installed during law erection, In acardance with Stabilizer
Installation mride.
FORCES. pb) - Max CompJMax. Ten. -Ail forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-325611053, 2-S=S778H065, 3-"- 0361951, 45=29371960, 5-0=23SWM,
6-7=21241755, 7-8=-23WAM, B-9=2937/960, 9-10-g361951, 10.11=317&1088,
11-12- 3256/1053
BOT CHORD 1-18=1033f2933,17-18=-8052618, 16-17=80512618, 1516-5D42124,
14-15=6722618,13-14=6722618, 12-13=9002933
WEBS 3.18=237256, 5-18=71/428, 5-16=-6431385, 6-16=165/556, 7-15=1171557,
8-15=-6431385, 8.13=721427, 10-13=237256
NOTES-
1) Unbalanced roof five loads have been considered Tar this design.
2) W nd: ASCE 740; Vut=l6Dmph (3-second gust) Vasd=124mph; TCDL=4.2psf BCDL=5,0pst Ir-15Q Cat II; Exp C, End., GCpk0.18;
MVJFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This teas has been designed for a 10.0 psf bottom chord live load nonconanrem with any other live loads
6) Provide medhaniral connection (by others) of buss to bearing plate capable of wdhstanding 500lb uplift at joint 1 and 500lb uplift at joint
12
LOAD CASES) Standard
7 PE 6051
�-01 5 AItUt
w
�����
s/!Ol(I 11
iw
runs
.s ype Homes-1452Ad
1452-A
M
HIP 2 1
Job Reference(opflonarl
awmall Un19,rE r,eim, rL, 34&ht RUNEe200 Nw 9a 2f11]PnR e2W snw 302a1]E41e1(IMU6GflS,hK FfiF 611:0a:e62016 Pepe1
ID:EaPOLJhVLWA0161uS07JfF&?ScK-IvePkgQDsm n m1w4xdTJL�A,7lavAl.,
' 7771.4 1 7-10.12 I 8-0.13 I 2
4&1 30.2 ML-0
&(10 12
5t5 =
3x4= 5t5=
Scale=1.70.4
3x5 = 1.5x4 11 31= 3x4 = 34 = 4X6 = 1.&A 11 3x5 =
314 =
20.77i 10I 122 I 1-04
5. 3-0---014 11-0t414 17-02-2 2-9 70.
Plate Offsets (X.Y)— I1:0-3-10,0301,
r1:0-2.8.0.2-71,
(11:0310.03A1
LOADING (PST
SPACING- 2-M
CSL
DEFL.
in (loc)
Udell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.79
Vert(LL)
024 15
>999
240
Mr20
2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.83
Vert(CT)
-0.4417-18
>999
180
BCLL 0.0
Rep Stress Mc YES
WB 026
Horz(CT)
0.19 11
nla
n1a
BCDL 10.0
Code FBC2017fIP2014
MallkS
WeighL 230 @
FT=10%
LUMBER -
TOP CHORD 2c4 SP No2 *Except'
T2: 2x4 SP M 31
BOT CHORD 2x4 SP No2
WEBS 20 SP No.3
SLIDER Left 2x6 SP No2 3.8.4, Right 2x6 SP No.2 3.8-4
REACTIONS. (@!size) 1=152910-M (min. 0-1-13). 11=1529/UW (min. 0.1-13)
Max Hum I=118(LC 9)
Max Uplitt1=480(LC 8). 11=480(LC 9)
BRACING
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid calling directly applied or 6-1-0 no bracing.
WEBS 1 Row at midpt 3-17, 6-14, 9-14
Mffek recommends that StabUtzers and required aoss bracing be
installed during truss erection, in accordanre with Stabilizer
Installation guide.
FORCES (Ib) -Max CompJMax Ten. -AU forces 250 (Ib) or less exceptwhen shown.
TOP CHORD 1-2- 32751966, 2-3=-014Ma3, 3-0=2591846, 45=2506M9, 5-0=24371904,
&7=2279183H, 75=25(151867, 841=25911844, 0-10=314SM84, 10.11=-3275M`1`
BOTCHORD 1-1B=9332950, 17-18=a332950, 1&17=-612=1, 15.16=6122291,14.15=68712448,
13-14=835Rg51, 12-13=-835f2951,11-12--8352951
WEBS 348=01314, 3-17=7061420, &17=1001462, 5.15=1071396, 6.14=4351137,
7-14=132I827, 9-14=7071422, 9-12=0/311
NOTES-
1) Unbalanced roof five loads have been considered for this design.
2) Wind: ASCE 7-10-, Vu0=160mph (3semnd gust) Vasd=124mph; TCDL-42psf, BCDL=S.Dpst; h=15t1: Cat It Exp C; Encl., GCpt-0.18;
MWFRS (envelope); Lumber DOL=1.50 plate gip DOL=1.60
3) Provide adequate drainage to prevent water pondmg.
4) This truss has been designed for a 10.0 pal bottom chord five load nonconamen l with any other five loads
5) Provide mechanical connection (by others) of truss to bearing plate capable of wffhstamling 480lb uplift at joint 1 and 480 Ill uprft at joint
11.
LOAD CAS9S) Standard
im
ru:5
truss lype Rya,Htmes-f Ad
1452-A
AS
HIP 2 1
JohReference(opflonan
Sa4nm1 russ,Ft Puts, Ft, 34as1 RD:EaPOUhvCWA016 Otd41 7vfFdY15v8PkgQ_PRaLn A"4;d 60n2�`57[N/aAM .ls
7kiLM 7-- Z66A 31-11-2 42Aa
74Y144 fM ]4i0 6 ]4114
5x7 =
15x4 II • Sx1=
Scale -1:692
a�
3x5 = 15x4 If 4XB = 3x6 = 3x4 = 1.5x4 II 3x5 =
3x4 = 4x6 =
+0 4z-0a
tore ]au tss4 zf.aa zasa 3l-ttd 4aao atop ,
5o'�d'I�iT—I s5.t F �I �F e3'1 � saf4
o-ta 14w
Plate Offsets MY)- 11:0310.0-3-01
N:Ob4.0-2-91
I6:0-54.0-2-e1 19:0310,0301
LOADING(psf)
SPACING- 24)-0
CSL
DEFL
in pm)
Well
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.95
Vert(LL)'
029 13
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.79
Vert(CT)
-0.52 13-15
>957
160
BCLL 0.0
Rep Shoes lnrr YES
WB 0.56
HOM(CT)
0.19 B
rda
n1a
BCDL 16.0
Code FBC20171iP12014
MataS
Weight22316 FT=10%
LUM13ER-
TOP CHORD 2x4 SP Na2
BOT CHORD 2x4 SP No2
WEBS 20 SP No.3
SLIDER Left 2x6 SP No2 34-13, Right 2x6 SP NO2 34-13
REACTIONS (misae) 1=1529I0-B-0 (min 0.1-13), 9=1529lG4W (min. 0-1-13)
Max Ho21=103(LC 9)
Max UpbfHl 472(LC 5), 9=472(LC 4)
BRACING-
TOPCHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing.
MiTek remmmenda that StabBd a end required Doss bacing be
Installed during three erection, in accordance with Saael izer
Installation guide.
FORCES. (Its) - Max. Comp./Max. Ten - All forces 250 (9b) or less except when shoxrn.
TOP CHORD 1-2---328111030, 23=316411045, 3-4=27241963, 4.5=2855I1104, 5-0=285511104,
6-7=2724M63, 7.8-r-3164/1046, &9=-328111030
BOTCHORD 1-16=6972955, 15-16-8.972955, 14-15=7232461,13.14=7232461, 12-13=71=461,
11-12--7192461, 10-11=8942B55, 9.16-8942955
WEBS 3-16=01269, 3-15=-63/351, 4-15=79/443, 4-13=226844, 5-13=457f348,
6-13=2261644, 6-11=79/443, 7-11=563f352, 7-10=01269
NOTES-
1) Unbalanced roof five loads have been considered forthis design.
2) Wind: ASCE 7-10; Vutt=160mph (3semnd gust) Vasd=124mph; TCDL=42pst BCDL=S.Opst; h=15R Cat 11; Exp C; End, GCpi=0.18;
MWFRS (envelope); Lumber DOL--1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This thus has been designed for a 10.0 psf bottom chard live load nammncunerdwith any other five loads.
5) Provide mechanical mnnection (by others) of thus to bearing plate capable of withstanding 472 m uplift at joird 1 and 4721b uplift at joint 9.
LOAD CASE(S) Standard
ion
in,
1russ lype
Wen Homes-1452A
1452-A
A6
HIP 2 1
•••••^•••-•�'••���••^^+� Hlm: e.4Wa HOx 3V 4a1!M�2 asoos NDV 302n] E ex liven 4 F4 JW 6111WG 2118 Pace
ID:EaPOUhVCWA016w507VTFdY75tl(- SoyaRc P7Rtt02wkFZMp9h91G?wMS6Ggiftz_pW
6474 11E-0 t7.70a 24-2-0 3a60 3541-2 424a
60.14 84-0 64-0 fide 5414
E—M
5.ae(12
3x4 = 3x8 — 3x4 = 56 =
e a
Scale =1:69.3
3x5 = 15x4 11 3xS = 4x6 = 3x4 = 4x6 = W = 15x4 11 3x5 =
/LD
Lpq �I 64114 W2 2tA0 3af.0 1'N t-2 4— 44 ads a&1 - 2 I 9eq 1 1 •....2 � yy�i4 arm
0AD
Plate Offsets (X.YF- 11.0-3-10.04-07
1141-14 EtlgeL
171:0310,03-01
M 7:1-0-3 Edoel
LOADING(pst)
SPACING- 2-0-0
CSL
DEFL
in (bc)
Well
Lld
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.59
Vert(LL)
0.31 15
>999
240
MT20
2441190
TCOL 7.0
Lumber DOL 125
BC
OAS
Vert(CT)
-0.5613-15
>879
1BO
SCLL 0.0
Rep Stress Ina YES
WS
1.00
Horz(CT)
0.15 11
Na
n1a
BCDL 10.0
Code FBC2017rIPi2D14
MahtKS
Weight 218 Ib
FT =10°4
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 21c4 SP M 31
WEBS 2x4 SP No.3
SLIDER Lit 2x6 SP Na22-1 M. Right 2x6 SP No22-105
REACTIONS. (011size) 1=152910-8-0 (min. 0.1-8); 11=15291080 (min. 0-1-8)
Max Horz1=88(LC 10)
Max Upl0t1=497(LC 5), 11=497(LC 4)
BRACING -
TOP CHORD Structural wood sheathing dhed tly applied or 2.9-3 co purfins.
BOT CHORD Rigid ceiling directly applied or74-7 oe bracing.
MiTek recommends Ihat StabOizers and required cross bacing be
installed during buss erection, in accordance with Stabilizer
Installation ouide.
FORCES. (lb) -Max CompJMaz. Ten. -AO fonxs 250 (lb) or less exceptwhen shown.
TOPCHORD 1-2---3301H099,2-3=324811113,3-4=288811051,45=-263811010,5-8--3280H257,
6-7=-328OI1257, 7.8=2638I1010, 8-9=2886I1051, 9-10�324&1113, 10-11=-330111099
BOTCHORD 1-18=9652874, 17-18=9652974, 16-17=111713216,1516=111713216,
14.15=171513216,13-14=111613216,12-13=98lr2974,11-12=96112974
WEBS 3-17=403292, 4-17=2080782, 5-17=-84M 61, 7-13—B40=1, 6-13=208//82,
9-13=4031292
NOTES-
1) Unbalanced roof five loads have been considered for this design.
2) Wind: ASCE 7-10; Vu1--18Omph (3-second.gust) Vasd=124mph; TCDL=4.2pst BCDL=5.0pst, h=15fk Cat It Exp C; End., GCpr-0.18;
MWFRS (emelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has bean designed for a 10.0 psf bottom chord live load nonconcunentwith any other We loads.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 to uplift atjoart 1 and 497 Ib uprdt at joint
11.
LOAD CASE(S) Standard
PE 6051
4
-13-1
�o ORIOalo
P�\=
Job
rWSa
In, lype
Hw w-145ZAcl
1452 A
A7
HP 2 1
Job Referents o 'o
awnnvr, iruss,nric�¢, FL,'saspl Po lr a No W=l7Prvrte. sNmW2p17NL7ekaWumiMlnc. Fn JW 611:W.'092n18 Pagel
ID:EaPOUhuCWA016wSD7VTFdz7ScK-m5loARd_P7Rad]2iM MpSiNHTvt�_%GgirMzyu4
5dFtd 116-0 17-2-9 2487 W— 36-11-2 42-00
14 45-2 7.9-9 13 -8-9 5414
1-9
SW= t304 II US= 3x4=
5JI012 4 5 fi 7
517 =
Stale = 1:59.2
I=
MA A011-00,0,1�
-a'
W
Sz7 = 17 16 15 14 19 12 5z7 =
3x5 = W = 4XS = 3xe = 3x4 = 4xS = 3x4 = 3,6 =
ta-o asap
1 9Ga t7-gA Z4Sa SZfiO ap3a asap
i eaat I ias I pis
a.a-o tea
Plate Offsets DC.YF- I7:0-M
0.0-3-01, f4:0S4,0-2-81, 18:0-5-4,0-2AI, if 1:0310,03-01, M5:0-2-8.0-1$
LOADMG(pst)
SPACM13- 2-M
C51.
DEFL in Ow) Irdeft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.56
Ved(LL) 0.38 14-15 a999 240
MT20 2441190
TCOL 7.0
Lumber DOL 125
BC OA2
Vert(CT) -0.6414-15 >M 180
BCLL 0.0
Rep Stress Inc YES
NB 0.77
Horz(CT) 0.15 11 Na n1a
BCDL 10.0
Code FBC2017/TPI2014
Matsu-S
Weight 212lb FT =10%
LUMBER -
TOP CHORD 2x4 SP N" -Except-
T2,T3:2c4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No2 238. Right 2x6 SP No2 238
REACTIONS. 99sae) 1=1529/9-" (min. 0-"), 11=1529/943-0 (min. 0-1-8)
Max H=1=73(LC 9)
Max Uphil1=523(LC 5), 11=523(LC 4)
BRACIPIG-
TOP CHORD
Structural wood sheathing diredty applied or 3-0-14 oc pudms.
BOT CHORD
Rigid ce8mg duhs9y applied or 6.6-11 oc bracing.
WEBS
1 Row at mkipt 7.15
Mflek recommends that Stabilizers and required cross bracing be
installed during truss erection, in accordance with StabP¢er
Installation guide.
FORCES Ob) - Mmr. Comp./Max. Ten. - Ali forces 250 (lb) or less except when shown,
TOP CHORD 1-r�27311204, 23=21911211, 3-0=304611137, 4S-3B99/1574, 5-0=3899/1574,
&7=-3899/1574. 73-�900/1575, 8-9=3D46/1136, 9-10=321SM211, 1 D-1 1 =-a273M204
BOT CHORD 1-17=105712940,16-17=93712793, 1516=9372793,14-15=1429/3900,
13-14=934/2793,12-13=93412793, 11-12=1054/2940
WEBS 3.17=1761264, 4-17=14/368, 4-15=559M341, 5-15-4341329, 7-14=474/330,
8-14=SBD/1342, B-12=14/368, 9-12=1761264
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-1q VuIF-160mph (3secoad gust) Vasd=124mph; TCDL=4.2psF, BCDL=5.0psf; h=1Sit Cat 1% Exp q End., GCpi4.18;
MINFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pondmg.
4) This truss has been designed for a 10.0 psf bottom chord live load nommncu rentwith any other eve loads
6) Provide mechanical connection (by othem) of truss to bearing plate capable of withstanding 523 to uplift at joint 1 and M fir uplift at joint
it.
LOAD CASE(S) Standard
1
PE 76051
M I *.
71
-o \ s rE-oF
OR1
s�j///�Ss�ONA i N
Job
N55
Imss Iype Ryan Hamel-1452Atl
ta52-A
I
A9
SPECIAL 1 1
Job Reference (oofiwaO
�ry ,rc nar¢, ram,JVtial RmI:a S NWW2M7PNKe.2108Nw302017 Mnaft 5me2="M 5119..10201a P29e1
ID:EaPDUKv WAOlBwSO7vTFdz?5cK-FHGA9MSFi7Hb57FUSmou1ipR9UvegBIKwPHN=_pu3
14d i1-a-ol s-0a916�31a a267aWW F SW
Scale =1.72-9
5,5 =
7J®i 3x6 = Sr5 = 7XS
11
5.00 t2 515 = 3z4 = Sx5 = 3x4 = Td }
7 89 % 14 12
11MMM
0M.
"EM
ViA
—�
21 20 19 18 17 16 153,5 -
326 = 515 = S 6 = 318 = axe 5's
ta.o aao.o
7E-0 1aS1/ 21-0o Zrd2 94f:0 468a 41.0q
I sao I sau I saz I s.sz i se-u i sxono a'�
o+o vao
Plate Oesets MY)-
13:0-2-12,Edgel, I4:0-3-0,EdgeL 15:0-0-3,034). (7:0.2A,Oa-01, 19:0-513,G-%4L [12'0-2-12,Edge). [75:40.11.0.1-101[15:0.2.8,0-24], [17:0-2-0,0-3-4),
rls:o-z-D.o-3:atrzg:o-za.o-zrt rzl:ao-11.a1-1m
LOADING(pq
SPACING- 2-0-0
CSL
DEFL. in Qoo) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.82
Vert4) 0,58 18 >819 240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.99
Vert(CT) 4.9018-19 >522 180
BCU- 0.0
Rep Stress Ina YES
WB 0.78
Horz(CT) 0.15 15 We n/a
BCDL 10.0
Code FBC2017/rP12014
MaINKS
Weight 225 Ib FT = 10%
LU6IBER-
TOP CHORD 2K4 SP NO2 `&CepP
T2,T4:2x4 SP No.3
SOT CHORD 2K4 SP No2
WEBS 2z4 SP No.3
BRACO4G-
TOPCHORD
BOTCHORD
JOINTS
REACTIONS. (lb/sae) 21=1554/0-8-0 (min.0-1-13),15--IMAI0-e-0 (min.0-1-13)
Maz 1-10172"l (LC 8)
MM Uprd21=S26(LC 8), 15=485(LC 4)
FORCES. (lb) - MAIL CompJMax. Ten. - All forces 250 (b) or less accept vdm shown.
TOP CHORD 1-2- 470f210, 2-3=2779M 103, 35=3806/1587, 5-15=4048M672, 64=455911841,
7-0=4569/1841, S-9=-4024/1656, 9-10=3784/1477,10.12--378411477,12-13=2768I946,
13-14-89/190, 34=2511119, 11-12=2951140, g•11=290M26
SOT CHORD 1-21=235I489, 20-21=316/489,19-2D=101012522, 18-19=1597/4048,
17-18=148114024, 16.17=8172509, 15.16=217/512, 14-16=217/512
WEBS 2-21=1397889, 2-20=-687f2036, 3.19=b76/1700, 6-15--0131364, 6.18=-2191577,
7-18=3771265, B-18=315f7D4, 8-17=-637/393,12-07=741/l755, 13-16=� W001,
13-15=14011643
Struclural wood shea firing directly applied or 2-2-0 oc purrins
Rigid ceding direly applied or 2-2.0 oc bracing.
1 Brace atJXs): 10
M17ek recommends that Stabilizers and required cross bracing be
Installed during truss erection, in accordance with Stabirmar
Inshatlation guide.
NOTES-
1) Unbalanced hoof five bads have been considered forlhis design.
2) Wind: ASCE 7.10; Vu"-60mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=5.OpsF, h=I5t1; Cat II; Fxp C; EnCL, GCri=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Pmvlde adequate drainage to prevent water pondng.
4) This truss has been designed for a 10.0 psi bottom Chord five load nonboneurrentwith any other five toads.
5) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 626 lb uplift atjoim 21 and 485 Ib upfiR at joint
is.
6) Graphical pur in representation does not depict the size or the ofierdation of the pudm along the top and/or bottom chard.
LOAD CASES) Standard
\p�-, [Yt1 IBL�n
t PE6051 n ��
,77
IS M IMMW
�i O�
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14-0 V220 12-11-14 tB&15 gt" W M gp.941
140 F2-0 Sbt4 54d 2 5+2 5514 62-0 140
Scale =ix19.2
5A0 12 5x7 =
1.5x4 II 3a =
41di = tSx4 II 3x4 = 5x7 =
3 22 23 4 24, 25 265 ZT
6 2s 7 29 30 318 32 33 a
jIII�¢
64 //
10 /t
8
y1"
1$
21 20 34 - 19 18 % 37 3B 77 39
40 41 1fi 42 43 15 14 44 45 4-613
123x5 =
3d= Sx5 - Us M18SHS= 15x4 11
3x6 = 3>6 = Sou =
3xe =
5xs 1NB=
+o
`t�1 2E-0 iz-tt-1{ 1BS1s
S&1 2SOd a0.B9
at0.0�
6+0
� �.yt��
W14
Plate 08sets i%,h- [2.0-2-8,0301, [3.a5-4,0.2-8], [6:0.3a,Ed9eL [9:a-5-4,0-2A1, 110;0.2-8,030], [12'0-0.11,0.1-10], [13:0-2�,0.2-0], [19:03-0,0.1�], [20:0.2�,0-2-0], [27:00.11
.o-t-tot
LOADING(pso
SPACING- 2-0-0
CSI.
DFFL. in Qoc) Udell Lld
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.91
Vert(LL) 0.60 16-17 >787 240
LTM
2441190
TCDL 7.0
Lumber DOL 125
BC 0.51
Vert(CT) -0.83 16-17 >568 180
M18SHS
2441190
BCLL 0.0
Rep Stress Ina NO
WB 0.80
Horz(CT) 0.12 12 Na Ma
BCDL 10.0
Code FBC20171TP12014
Ma01xS
Weight 4321b
FT = 10%
LUUBER-
BRACING -
TOP CHORD 2x4 SP No2
TOP CHORD Structural wood sheathing directly applied
BOT CHORD 2x4 SP M 31 -
BOT CHORD Rigid ceiling directly applied or B-2-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (b/size) 21=2852/03-0 (min. 0-1-8), 12=28621D4;.0 (min. 0.13)
Max Horz21=57(LC 8)
Max Upld121=1298(LC 5), 12=1298(LC 4)
FORCES. (Ib) - Max. CompJMSX Ten. -AD forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=7641353, 23=543412601, 3-22=7744/3791, 22-23=774313791, 4-23=7743/3791,
4-24=774313791, 24-25--7743/3791, 25-26=774313791, s26=774313791,
5.27=909714437, 6-27=9097/4437, 6-28=-9097/4437, 7.28=9097/4437,
7-29=9097M437, 29.3D=-9097/4437, 3031=9097/4437, 8-31=9097/4437,
Bi2=7764/3797, 32a3=n55r3797, 933=776513797, 9-10=543=800,
10-11=767/359
BOTCHORD 1-21=-36BI766,20.21=428f766,2034=231114943, 3435�2311/4943,
1935=2311/4943, 1936=4335/9118, 1836--43351911B, 1837=-4335MI18,
37.38=433519118, 17-38=4M5/9118,17-09=4335/9118, 3940=433518118,
4D41=4335/9118, 16-41=-0335/9118,16-42-368217754, 42-03--3582rr754,
15-03=388217754, 1544=368277754, 1444=3682R754,1445=23D7/4941,
4546=2307/4941, 1346=230714941, 12-13=3741770, l l-12-3741T7D
WEBS 2-21=258911274, 2-20=199014224, 3-19=157813274, 4-19,-M500, 5.19=16157767,
5-17=/430, 7-16=5531491, 8-16=745/1578, 8-14=1368/BB6, 9-14=158713289,
10.13=1987/4219, 10.12=2567H273
NOTES
1) 2-plytruss to be oonnectedtogelherwith 10d (0.131x3' nags ssfollows
Top moms connected as follows: W - 1 row at 6-9.6 =
Bottom moms connected as follows: 2x4 -1 row at 0-9-0 oc.
Webs connected as follows 2x4 -1 row at 0-7-0 or, Except member 20-2 2x4 -1 row at 0-94) m member 213 2x4-1 row at 0-9-0 or,
member 19-3 2x4 -1 row at 0.9.0 ca, member 4-19 2z4-1 mw at 0-0-0 m member 19.52x4- 1 row at 0-9-0 M member5.17 2x4 -1 now
at 0-9-0 oc, member 16-5 2x4 -1 row at 0-9-0 oo, member7-16 2x4 -1 row at 0-" oc. member 16-8 2x4 -1 row at 0-9-0 or, member B-14
2x4 -1 row at D-e-0ob, member 14-92c4-1 cow at 0-9-0M member 13-92x4-1 now at 0-9-0 oq member 13-102x4-1 rrvat 0-9-0oa �11111/
2) AD loads are considered equally applied to all plies, except If DOW as from (F) crbadr (S) face in the LOAD CASE(S) section. Ply to ply
connections haws been provided to distribute only loads noted as (F) a (0), unless otherwise indicated. \\�
3) Unbalanced roof We loads have been considered for this design. \\ \ -�� r/
4)WnCLA
MWFRSSeE 7-10-, VuLu16OMph (-1w pd gusrip l)Vasd--124m=1.60 ph; TCDL=42psF; BCDL=5.Opst; h=15ft CaL IS Exp C; EncL. GCpr-0.1 \<�t �CENS�,, e, jam
DOL
5) Provide adequate drainage to prevent water ponding. 1r PE 6051
(T,�`�7
6) All plates are MT20 plates unless otherwise indicated. �]
Mgy%%� eIn designed for a 10.0 psi bottom mom live load nonconcunent with any other We loads. _ Lit
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Job Reference o 'en
Sartaem lrua,KFierm, F1, 30951 Rirt[620aa Nw30201]Rn683aac Nw302a1]w6fek lnau551ea, Ne Fn JN 611:mi:13]m6 va9e2
ID:EaPOt11wC VVA016wS07v7Fdz75cK-fmdnOU72d VsM*aWWROiHMe6rATk0uet7zy W
NOTES
6) Provide mechanical connectod (by others) of buss to bearing plate capable of u0standmg 1298 lb upOR at joint 21 and 1296lb uplift at joint 12
9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s)176 lb dovm and 238 m up at 7-6-0, 94 lb down and 139 m up at 9812, 941
down and 139 lb up at 11812, 94 lb down and 139 lb up at 135-12, 94 lb down and 1391ti up at 1 S.6-12, 94 lb down and 139 lb up at 17.612, 94 lb dovm and 139 lb up at
19-6-IZ 94 01 doom and 139 m up at 214)-0, 94 m down and 139 m up at 22-5-4. 94 lb drnvn and 139 lb up at 2454. 94lb down and 139 m up at 26-5.4, 94 lb down and 139 lb
up at 285-4. 94 lb dawn and 139 it) up at 30-5-4, and 94 lb down and 139 lb up at 32-5-4, and 176 lb down and 238 @ up at 34-5-0 on top chord, and 252 lb down and 123lb up
at 780, 70 lb down at 9-6-12. 70 lb down at 11812, 70 lb down at 13.6.1z 70 lb down at 15812, 70 lb down at 175-1; 70 lb down at 19812, 70 lb down at 21.0-0. 70 lb
doom at 22-5-4, 70lb down at 24-5-4, 70 lb down at 26-5-4, 70 @ down at 29-5d, 70 lb dwm at 30-51, and 70 lb cf v at 32-54, and 252 01 down and 123 0h up at 3454 on
bottom chord. The designlselecton of such connection device(s) is the responsmifty of others
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Incease-125, Plate Ino ease=l-25
Uniform Loads (pft)
Vert 1.3--54, 3-9=54, 9-11=54,1-11=20
Concentrated Loads (lb)
Vert 3=129(13) 8---94(B) 9=129(B) 20=252(B)13=252(B) 22=" 23="(B) 24=94(B) 25=94(B) 25=94(B) 27=94(B) 28=94(B) 29=94(B) 30=94(13) 31=94(B)
32--94(6) 33=94(B) M=47(B) 35=47(B) 36=47(B) 37 -47(B) 36--4`(B) 30-- 47(B) 40= 47(B) 41= 47(B) 4247(B) 43--47(B) 44- (B) 45=47(B) 46=47(B)
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Job Refererca (oplianall
SwMem Trina. FL PRm. FL.U951
I
414 =
1 1 1 7-11-13 1 13-4-2 I 20-4-0
19 B-11-13 5dS 5-11-14
Smte- 1:33.5
R
Plate Offsets MY7- f1:0-0-0.1--21.
I1:0-1-14.0-0-21, I6:04A.A.0-51
LOADING(pst)
SPACING- 2.0-0
CS1.
DEFL
in
Qcc)
trde8
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.70
Vert(U)
-0.12
1-9
>999
240
MT20
244/190
TCDL 7.1)
Lumber DOL 125
BC 0.66
Vert(CT)
-025
1-9
>96B
180
BCLL 0.0
Rep Stress Inc YES
WB 0.17
Horz(CT)
0.04
6
n1a
nla
BCDL 10.0
Code FBC2017rrP12014
MatrixS
Weight 96 lb
FT=10
LUBBER -
TOP CHORD 2c4 SP NO2
BOT CHORD 2x4 SP NO2
WEBS 2x4 SP No.3
WEDGE
Left 2x6 SP Not
SLIDER Right 2x6 SP Na2 2-9-10
REACTIONS. (a/size) 6=74010.80 (min. 0-1-8),1=748/0-&0 (min. 0-1.8)
Max Horz1=81(LC 9)
Max Up00B=252(LC 9),1=258(LC 8)
BRACING -
TOP CHORD Structural wood sheabimg d'vedly applied or 4 4 oc purims
BOT CHORD Rigid ceiling duectly applied or 8.8.5 oe bracing.
MTek recommends that Stabilizers and required crass baacng be
installed during truss erection, In accordance w8h Stahllm
Installation guide.
FORCES. Qb) -Max. CompJMax. Ten. -AB forces 250 (0h) or less exreptwhen shaven.
TOP CHORD 1-2=13811484, 23--1205/440, X4=11211405, 4-5�-12151442, 5-0=1274/428
BOT CHORD 1-Q-46711224, 8-9=2041837, 7-8=2041837, 6-7=-31911093
WEBS 2-9=2901272, 3-9=182M49, &7=139f32B
NOTES-
1) Unbalanced roof five loads have been considered forthis design.
2) Wmd: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL=S.Opsf, "5% Cat. II; Exp C; Fstl., GCpk0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord rive load nonconcvrmnt mft arty other five loads
4) Provide mechanical connection (ry others) of truss to bearing plate capable of withstanding 252lb upldtatjoint 6 and 258 lb up5ff atjolyd 1.
LOAD CASE(S) Standard
ENgF����
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• •� �`^• R:EIPOU !/WAOIIwS(37Y Fde?Sc -fmdn M72cDI.I@nPS. nIC Fh Jla 611:0o:1a 2fr16 Pa9C1
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tt4-0
627 1DOe 1 157.7 20.4-0
62.7 3A9 0.8J) 08-0 38] A
Smle - UX6
1.0-0 7-01-13 2040
1-0-0 6-11-13 S4S &11-14
Plate Offsets DCYt- I7
0-6-0 1321 H1-14 0-0.21 f3-0.2-0
0.2-111 fb'0-2-0
03U7
IS'42-0 0.2-111
IB'04.4 0-0-57
LOADING(psf)
SPACING- 2-0-0
CSL
DEFL
In
Doc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC
0.70
Vert(LL)
-0.12
141
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC
M66
Vert(CT)
-025
1-11
>950
led
I
BCLL 0.0
Rep Stress Inc YES
WB
0.17
Horc(CT)
0.03
6
Na
Na
BCDL 10.0
Cale FBC2017/iPM014
MabuS
Weight 95 to FT=10°%
LUlIBER-
TOP CHORD 20 SP No2
SOT CHORD ZA SP NO2
WEBS 2x4 SP No.3
WEDGE
Lett 2x6 SP No-2
SLIDER Right 2x6 SP N0.22-9-10
REACTIONS. (Iblsae) 6=740/0-8-0 (min. 0-1-8),1=740/0-8-0 (min, (l.1.8)
Max Hwzl=76(LC 9)
Max Uplit18=247(LC 9),1=253(LC 8)
BRACING -
TOP CHORD Structural wend sheathing directly applied or4-2-13 oc pur ms.
BOT CHORD Rigid ceiling directly applied or 8-10-12 oc bracing.
MiTek recommends that Stabilizers and required cross bmdng be
installed during truss erection, In accordance with Stabl6zer
Installation guide.
FORCES 0b) - Max. CcmpJMax. Ten. -A l forces; 250 (to) or less except when shmum.
TOP CHORD 1-2--13731468, 2.3=-12041424, 5-0=1120/391, 6-7=1211/427, 7-0=12661413,
3-0=-1066/416, 45=-995/389 '
BOT CHORD 1-11=-436/1215,10.11=192J839, 9-10=192m39, &9=305/1088
WEBS 2-11=268t258,4-11=1721436,4-9=-131/317
NOTES
1) Unbalanced roof five loatls have been considered forthis design.
2) Wind: ASCE 7-10; Vu1t=160mph (3-s mnd gust) Vasd=124mph; TCDL=42pst; BCDL=5.Dpsf, h=25tk CaL II; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOLh.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load rmnconcunent with any other five loads.
5) Provide mechanical connection Dry others) of toss to bearing plate capable of withstanding 247 to uplift atjoint 8 and 253 lb upfi0 at joint 1.
LOAD CASE(S) Standard
01 s 1E aFq
NA
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Joe
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14s2-A
as
HP 1 1
Job Reference Logormn
^'•'• •'- • •••••�•• •+ _+ rear.., ,,..c rvwalr[Urr YI1rIL 6.2l106rvw 302[r1/a1HeKhMa9na;aK Fa.a4 611. Q132a16 Parat
l ttO-a l 1:�EaPOUIwCWA016wSO7vTFdz?5cK.WnOU72dVsS 9aKVVMQ DJVarLMue1L7z_pu0
9.0-0 54-0 1 7-0-0 1
4z4 =
W=
Scale =1332
ur'r— IM II --' —
aka II
1-0-0 a." 134-0 2t-4-0
11•Qa I 7-0-0 I r I JN —�
Plate oases My)— f1.9-0
91-3-2 11:0-1-1a ao-2t (2:6-2-4
6-2A1 13.6s-4
o-2-Bt
14'0a-80-4-21
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in
Ooc)
Odell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC
0.95
Vert(LL)
-0.13
1-7
>999
240
MT20
2441190
TCOL 7.0
Lumber DOL 125
BC
0.80
Vert(CT)
-0.28
1-7
>852
180
BCLL 0.0
Rep Stress Incr YES
NB
0.10
Hcrz(CT)
0.04
4
n/a
Na
BCDL 10.0
Code FBC2017/TPI2014
MabbS
Weight 91 lb
FT =10%
LUMBER- BRACING -
TOP CHORD 2x4 SP No2 `Except- TOP CHORD Structural wood sheathing directly app8ed.
T3: 2x6 SP No2 t BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing.
ng be
VVE CHORD 2x4 SP No.2
WEBS ' MITek recommends that Stabfl a beari and required am 2x4 SP No.3 installed during truss erection, in accordance with Stabeffi
WEDGE Installation guide.
Left 2x6 SP No2, Right 2x4 SP N0.3
REACTIONS. Ob/size) 4=7401041.0 (min. a1-8),1a40/0-6-9 (mina.1-8)
Max Horz1=61(LC 8)
Max Up084=228(LC 9).1=235(LC 8)
FORCES (lb) - Max CompJMax Ten. - A8 forces 250 (lb) or less except when shaven.
TOP CHORD 1-2-12941395, 23=1118/408, 3-4=12281380
BOT CHORD 1-7=290/111z 8.7=27(11081, 5-6=27011061, 45=273/1056
WEBS 2-7=0262
NOTES
1) Unbalanced roof five loads have been considered forthis design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=42ps1; BCDL=SApst h=151k CaL IV F)rp C; Fstl., GCpk0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This truss has been designed for a 10.0 psi bottom chord live load noncononrent with any other five loads.
5) Provide mechanical connection (by others) of truss to hearing plate capable of vritlstandng 228 fb uplift at joint 4 and 235 It, upfi8 at joint 1.
LOAD CASE(S) Standard
S 1
a ORI�
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1452.A
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HIP 1 1
Jab Reference (optional)
am, ,rusn, rs raves, rt., s uej ItUrKU0a a NW302017R 8200 aNw30201]NUTek ln4ucbles, Irm Fd J01611:00:1420/8 Pe9e1
IDfaP0Uhv(WA01 S-SO7vTFdz750473Vh71VIpxdj4U0}ATMY4M,..uFYNU1MLz_pu1
680 1680 154a 214-0
6-oa I 4-a-o I a.e-o I e-o.o ,
4x7 =
1x4 II
ads=
419 =
Scale -1:34.6
141-0 8-0O 103-0 754-0 20-4-0 21.4-0
�1.0-0 I 5-0-0 I 48-0 I' 430 � 5-0-0 11-0-0 I
Plate Offsets (X Y)— 11d04-10,Edhe1.
I3:0.5-4.0.2-M
I5:0S4 0-2-01 r7:04-16
Edgel
LOADING(psQ
SPACING- 2-0-0
CSL
OEFL.
in
(Iox)
Ildell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC
0.52
Verku)
0.15
9
>999
240
NrM 244/190
TCDL 7.0
Lumber DOL 125
BC
0.60
Vert(CT)
-0.21
9-11
>999
180
SCLL 0.0
Rep Stress Ines NO
WB
026
Hmz(CT)
0.07
7
We
n/a
BCDL 10.0
Code FBC2017RPI2014
MalwS
Weight 103 Ib Fr =10 %
LUMBER -
TOP CHORD 2x4 SP No2
SOT CHORD 2z4 SP No2
WEBS 2x4 SP No.3
SLIDER Left 2d1 SP No22-10-12. Right 2x6 SP Nc22-1 M2
REACTIONS. (Iblsze) 1=1109/0.8-0 (min. o-1-e), 7=110910-0-0 (min. 0-1-8)
Max Haz1=-48(LC B)
Max Up5ft1=541(LC a), 7=-541(LC 9)
BRACING -
TOP CHORD Structural mod sheathing directly applied or 3-2-15 oc pudins.
SOT CHORD Rigid calling directly applied or 5-10-13 oc bracing.
MITek recommends that Stabilizers and required cross bracing be
Installed during truss erection, in accordance with Stabili r
Installation guide.
FORCES. (lb) . Max. CompJMax. Ten. -Ag forces 250 (m) w less except when shown.
TOP CHORD 1-2=228411147, 2.3=-221311160, 3-12-260111401,12-13=26OD/1400, 4.13=2604H4D0,
4-14=26001MO. 14-15=2600/14OD, 5-15=2BDtn4G1, &6=-221311160,
8-7=228411147
BOTCHORD 1-11=10042D41, 11-16=10052D55, 10-16=10052055, SAO-10052055,
9.17=10042055,17-18=10042055, 8-18=1004rAW, 7-8=10032041
WEBS 3-11=2a/342, 3.9=347/883, 4-9 =45314D4, 59=347/683, 54-291341
NOTES-
1) Unbalanced roof We loads have been considered for this design.
2) Wind: ASCE 7-10; Vu0=160mph (3se and gust) Vasd=124mph; TCDL=42psf; BCDL=5.Opsf; h--151t; Cal. It Exp C; End., GCpr=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to preveMwater pond)ng.
4) This truss has been designed for a 10.0 psf bottom chord live toad nonconaurentmdh any other live loads.
5) Provide medranical connection (by others) of truss to bearing plate capable of wilbstending 541 lb uplift at joint I and 541 lb uplift at joint 7.
6) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated load(s)121 m down and 169 m up at S-M, 57
lb down and 107 m up at 6-0.12, 671b down and 107 to up at 10-G-12, 671b down and 107 lb up at 113d, and 571b doom and 1 W m up
at 133.4, and 121 ID doxrr and 169 lb up at 154-0 on top chord, and 106 Ile down and 100 Ib up at 6-0-0. 41 Ile down at 8-0-1Z 41 Ib
down at 10.0-12, 41 lb dwm at 1134, and 41 Ib down at 1334, and 1 G6 Ill down and 100 m up at 15-3-4 an bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted ss from (F) or back (8).
LOAD CASE(S) Standard
1) Dead+ Roof Live (balanced): Lumber Incase=1.25, Plate Increase=125
Uniform loads OM
Concentrated I -ad Qb3 s=5a, s7=6a, to=zo
Con
Verrt-27 74(B) 5=74(B) 10=—.�=5 27(B)11=106(S) 8=-106(B) 1255(B) 135(B) 145(B) 15=55(B) 16=27(B)17=27(B)18-
PE 760517) 17
NA
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Job
toss
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RymhH=m-1452Ad
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C7
COMMON 2 1
Job Reference (optional)
BtxMem true, ry vtr FL, 34851 leu[B2(ga NWW 017P 82 a NW3020t7 Mrrelcin4u M hc, Fit JW 611=142018 Pagel
ID:EaPOUIWCWA016wS07vTFdz?5cK73Vh?/Ulpudy9JDpe. VWmNanmff- WZxyu7
5-7-14 W2 17-0-0
57-14 3-42 e-0-0
Stale -127.4
414 =
1.0-0 1.4-0 9-0-0 17-0-0
7.6-0 aJ1-0 1
Plate 08sets (X.Y)-
f4:644 0-2-01
LOADING(psf)
SPACING- 2-M
CSL
DEF -
in
(Ico)
Odell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.72
Vwt(LL)
-0.17
1-0
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.73
Vert(CT)
-0.35
1.6
>558
1SO
BCLL 0.0
Rep Stress Inc YES
WB 0.16
H=(CT)
0.02
5
n1a
Na
BCDL 10.0
Code FBC2017lrPI2014
Matrix-S
Weight 67 W FT =10%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No2
TOP CHORD
BOT CHORD 2z4 SP NO2
WEBS 2x4 SP No.3 `Except
- BOT CHORD
W3: 2x6 SP No2
WEDGE
Left 2x6 SP No2
REACTIONS. (Ibls¢e) 5=60610A-D (min. 8-1-8), 1=6081080 (min. 0-1-8)
Mm Ham 1=86(LC 8)
Max UprM5=2D6(LC 9),1=213(LC 8)
FORCES. Qb) - Max. CompJMax Ten. - Air forces 250 (lb) or less except when shown.
TOP CHORD 1-2=10541388, 2--�-0141280, 34mZ861254, 4-R=Z=46
BOT CHORD 1-7�3771928, 6-7=-377/928, 5-6 -1711717
WEBS 2-6--303248, 3-0=45/409
Structural wood sheathing directly applied or4-3-12 oc pur ins, except
and verlIc215.
Rigid calling directly applied or 9-5-14 co bracing.
MTek recommends that StabT¢rJs and required cross bracing be
Installed during truss erection, in accordance with Ct=blisnr
installation guide.
NOTES-
1) Unbalanced roar live Wads have been considered forthis design.
2) Wind: ASIDE 7-10; Vu11=160mph (3-second gust) Vasd-124mph; TCDL=32psf. BC.DL=5Apsf h=1511; Cat It Exp C, End., GCpt=0.18;
MWFRS (envelope); Lumber DOL=f.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 part bottom chord five load nonconcurrent m th any other five bads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift atjohd 5 and 213 to upfi8 at joint 1.
LOAD CASE(S) Standard
BL
PE 6051
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5577 17-0-0
-14 I i -0I -0i 7-0W. �
8de -126.1
9x4- W11
5 314 =
Id
1-0-0 1+P 9-0-0 17-0-0
19 7-6-0 i
Plate Oftsefs OLY)- I1;0-0-01321
f1:0.1-14 0-0.21 j3:0-2-0
0-2-111 f5:42-0 0.2-1
it f6:04-0 0.2-01
LOADING(psF)
SPACING- 2-0-O
CSL
DEFL
in
(bc)
BdeB
Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.59
Vert(U)
-0.17
1.8
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.72
Vert(CT)
-0.36
1-8
>541
180
BCLL 0.0
Rep Stress Ina YES
WB 0.15
Horz(CT)
0.02
7
We
nla
BCDL 10.0
Code FBC2017nPI2014
Matrc.S
Weight 67 It, FT =10%
LUMBER. BRACING-
TOP CHORD 2x4 SP No2 TOP CHORD
SOT CHORD 2x4 SP No-2
WEBS 2x4 SP No.3 -Except- + BOT CHORD
W3:2x6 SP No2
WEDGE
Left 2x6 SP No-2
REACTIONS. (Ib/sae) 7=69810-8-0 (min. a-1-11), 1=69610.8-0 (ndn. 0.1-8)
Max Horz1=78(LC 8)
Max UpfiR7=197(1-C 9), i=20.5(LC 8)
FORCES. (lb) - Max. ComplMax. Ten. - Ali tomes 25D (m) or less except when shown.
TOP CHORD 1-2-10411362, 2J=B28264, 5-0=-8891242. 6-7=-526235, 34=7441273,
45=744273
BOT CHORD 1-9=.3461914, 8-9=346Ml4, 7-8=164//44
WEBS 241=281219, 4-0-=281d98
Structural wood sheathing directly applied or 5-0-2 oc purfins, except
and verticals.
Rigid calling dnectly applied or 9-10-14 oc bracing.
MiTek recommends that Stabilizers and required caws bredng�
instAW during truss erection, in accordance with Stabilizer
Installation guide
NOTFS.
1) Unbalanced roof five loads have been considered for this design
2)VAnd: ASCE 7-10; WIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Dpsf, h= l5q CaL 11; Exp C; Encl., GCprO.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pondmg.
4) This tram has been designed for a 10.0 psf bottom chord live load nonconaurentwith any other fwelcads.
5) Provide mechanical connection (by others) of tNss to bearing plate capable of wdthstandng 197 m uplift at joint 7 and 2051b uplift at joint 1.
LOAD CASE(S) Standard
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PE 6051
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Job Reference LoPtiogg
Soutlhen Truss, R PWos, FL, 34951
40 =
4x4 =
Scale =1:29.1
LOADtNG(pst)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
I SPACING- 2-0-0
Plate Gdp DOL 125
Lumber DOL 125
Rep Stress Inor NO
Code FBC2017rtPi2014
I CSL
TC 0.78
BC 0.65
WB 0.11
MatrbrS
DEFL in
Vert(LL) 021
Vert(CT) -0.31
Hoa(CT) 0.02
QW) Udell Ud
B-10 >892 240
8-10 >602 180
7 n1a Na
I PLATES GRIP
MM 2441190
Weight 721b FT =10%
LUMBER-
BRACING -
TOP CHORD 2k4 SP No2 •ExcepC
TOP CHORD
Structural wood sheathing direc0y applied a 3.7-9 oc pur0m
TZ 2x4 SP M 31
BOT CHORD
Rigid ceiling directly applied or 9511 oc bracing.
BOT CHORD 20 SP M 31 -
Walk recommends that Stabliumes and required cross bredng be
WEBS 2x4 SP No.3
Installed during thus erection, In rdance with Stabilizer
Insta0agon Puide.
REACTIONS. (lb/size) 11=92810-&0 (min. 0443), 7=92810-80 (M!rL 0.1.8)
Max Homll=46(LC B)
Max Up0g11=462(-C 8), 7=462(LC 9) ,
FORCES. (lb) - Max CompJMaxTan.-All foroes250(lb) oriels exceptwhen shaven.
TOP CHORD 1.2--119Wf606, 23=1356l721, 3-12-1192f683,12-13=1192/683, 4-13=1192/683,
45=13561n(), 5-0=-11B8BD6
BOTCHORD 141=592H184, 1D-11=606/1194, 9.10=604f1192, 9-14-=-604/1192, B-14=.60411192,
7.8=59211184, 6-7=-59Wl154
WEBS 2-11=4=18, 3-10=0285, 4-04)284, 54=-4631318
NOTES-
1) Unbalanced roof five loads have been mnsldemd for this design.
2) Wind: ASCE 7.10; Vu1r160mph (3-semnd gust) Vasd=124mph; TCDL=42ps ; BCDL=S.Opst h=15iK Cat It, Exp C; End., GCp".18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This thus has been designed for a 10.0 psf bottom chord five load nonconcurentwith any other We loads
5) PmMe mechanical connection (ry others) of buss to bearing plate capable of withstanding 4621b uplift atjoint 11 and 462Ib uplift at joint
7.
6) Hanger(s) of other mnner5on devlce(s) shag be provided sufficient to support concentrated load(s)121 ro dmvrt and 169 @ up at S.". 55
Ile devm and 107 Ib up at 6-0-12, and 55 Ile dwm and 107Ib up at 9-114, and 121 Ile tlwm and 1691h up at 12-0-0 on top chord, and 106
Ile down and 10O Ih up at 6-0-0. 41 ib down at e-0.12, and 41 lb down at 9.114, and 1(16lb down and 100lb up at 11-114 on bottom
choreL The designtseleegon of such cemedion device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the fare of the thus are noted as front (t) or back (8).
LOAD CASE(S) Standard
1) Dead + Roof Live Qrslanoed): Lumber Incxea5c=1.25, Plate Increase=126
Unlionn Loads (Pm
Vert 1J 54, 34=54, 4-0-4, 1-6— 0
Coneentmted Loads (lb)
Vert: 3=-74(F) 4=74(F) 9=27(F)10=106(F) 8=106(F)12-55(F) 13=55(F)14=27(F)
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PE 76051
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Job Reference o 'on
SouMun Truss, R. PWo, FL 3Ca51
Run: 62Ms Nw 302017P 6 aNw 30201714T Irtlustrles. MC rnm a11:Wra 2016 Page,
ID£aPOUhVCWAOleWS07vTFdz75CK-UOIa2RZudTFOATBzV*RvmAuRSnhrF3vdPg5FA _ptw
S.de -1:189
414 =
P
319 II 31911
Plate Offsels_(X.Y)- 11:0-1-14,0-0-21,
I1:04)-0,1321,
I3:0.1-14.0.421, i3:0Z4.1321
LOADING psi)
SPACING- 2-M
CSL
DEFL
in
(Ioc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC
0.41
Vert(LL)
-0.03
14
>999
240
MT20 244119D
TCDL 7.0
Lumber DOL 125
BC
0.49
Vert(CT)
-0.06
14
>999
180
BCLL 0.0
Rep Stress Inrr YES
NB
0.10
Hom(CT)
c.ol
3
n/a
Ma
BCDL 10.0
Code FBC2017RPI2014
MatrizS.
Weight 46 lb FT =10%
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SP NO2
WEBS 2x4 SP No.3
WEDGE
Let 2xe SP No2, Right 2x6 SP No2
REACTIONS. (misize) 1=419/0a0 (min.0-1-6),3--419/a6.9 (mNLO-I-6)
Max H=1=46(LC 8)
Max Uprdl1 145(1-C 8), 3=145(LC 9)
FORCES. (lb) -Max. CompJMa Ten. - AO forces 250 (lb) w less except when shaven.
TOP CHORD 1-2--656I196, 23- 6561186
BOT CHORD 14=133/547, 34=1331547
WEBS 24--61274
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 630 oc purlins.
BOT CHORD
Rigid calling directly applied a 1&" oc bracing.
Wrek recommends that Stsblfl a and required cross bracing be
installed during truss erection, In accordance vd01 Stabilaeir
Installation qulde
NOTES-
1) Unbalanced roof five loads have been considered for this design
2) Wind: ASCE 7-10; VuIt=160mph (3•second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf, h=15ft Cat IY Exp C; End., GCpr-0.16;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord rive load nwoonc urrentu th any other rive loads
4) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 145 It uprdt at joint 1 and 146lb uprd atjoim 3.
LOAD CASE(S) Standard
PE 6051
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Scale a 1:192
44 =
4X7 =
3x6 11 . i.
44L0 8.60
1-0O 2R9 I . ,, ,, v M 11-0-0 1 : ff
Plate Offsets MY)- 120-0-12.0-1-121
t4:OS4 0-2-0I 15:0.0-12.0-1-121
n:e-0-00-1-121
n:a1-4 1 1-81 t10:0-00 0-1 12t
110:0-1.4 1 1-61
LOADING(psf)
SPACING- 2-00
CSL
DEFL
in
Qoc)
Vdeff
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 028
Vert(LL)
0.05
B-9
>999
240
Mf20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.37
Vert(CT)
-0.08
8-9
>999
1&0
SCLL 0.0
Rep Stress Inc NO
1/dB 0.06
H=(CT)
0.00
7
n/a
n1a
BCDL 10.0
Code FBC2017/TP12014
Ma06cS
Weight 48 m FT=1096
LUMBER -
TOP CHORD 2M SP Not
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
REACTIONS. (MISize) 19--419I0.8-0 (min. 0 -8), 7=41910-8-0 (min. 0-1-8)
Max Horz10=31(LC 8)
Max UpfdC10=254(LC 8). 7=254(1-C 9)
Max Grav107-421(LC 17), 7=421(LC 18)
BRACING -
TOP CHORD
Structure] rood sheathing directly applied or 60-0 oc pudir s.
BOT CHORD
Rigid ceiling directly applied or 10-00 oc bracing.
MTek recommends that Stabilizers and required cross bracing be
Installed during truss erection, in accordance with Stab filer
Installation guide.
FORCES. Qb) - Max. Comp -/Ma Ten. - All forces 250 (1b) or less except when shown.
TOP CHORD 1-2-315/236, 2J=380/304, 3-11=313R83, 4-11�313283, 45=-780/305,
&6=315/237
BOT CHORD 1-10=2261312, 9-10=2311d12, 9-12=222/314, 8-12-222/314, 7$=2271312,
6.7=227/312
NOTES
1) Unbalanced roof five loads have been considered.forthis design.
2) Wind: ASCE 7-10; Vult=l6amph (3-second gush Vasd=124mph; TCDL=4-W. BCD1.=54pst; h=1511; Cat II; Exp C; End., GCpi=O.18;
MVJFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water pending.
4) This buss has been designed for a 10.0 per boVem chord five load nonroncunerd with any other five loads.
5) Provide mechanical connection (ry others) of truss to hearing plate capable of withstanding 254 m uplift at joint 10 and 254 lb uplift at joint
7.
6) Hanger(s) or other connection device(s) shag be provided suRdentto support concentrated load(&) 53 lb doom and 149 it, up at 4-0-0. and
26 It down and 67 to up at 6-0-12, and 53 lb doom and 149 It, up at B4)-0 on top chord, and 18 m down and 44 m up at 4-0-0, and 8 m
down and 2lb up at 6-G-1Z and 18 It, down and 44 to up at 7-114 on bottom chord. The design/selection of such connection device(s) is
the responsibgfty of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead * Roof Live 03alanced): Lumber Increasc=125, Plate Increase--125
Uniform loads (pit)
Vert 1—=-54, 3-4=-54, 4-6=54,1-6--20
Concentrated Loads (lb)
Vert 3--23(3) 4-23(S) 9=2(8) 8=2(I)11=1(B)12=2(13)
/
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Scale=1:20.3
26 II
Plate Offsets OLYI- 1204L12,0-1-121
15:0-1-0 1-2-01
15:04)-0
0-1-121
LOADING(pSO
SPACING- 2-0-0
CSI.
DEFL
in
Qce)
Udell
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.51
Vert(LL)
0.07
4.5
>978
240
NIM0
2441190
TCDL 7.0
Lumber DOL 125
BC 0.39
Vert(CT)
-0.f3
45
>569
180
BCLL 0.0
Rep Stress Inc YES
WB 0.08
Horz(CT)
-0.05
3
We
n/a
BCDL • 10.0
Code FBC20177fP12014
Maldx-P
Weight 24lb
FT=10%
LUMBER -
TOP CHORD ZA SP Not
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
REACTIONS. (Ibfsme) 3=14SIMedmimIL 4=97IMedrazr ML 5=335I0.9.0 (min. 0.1-8)
Max Ho25=155(LC 8)
Max Upfriti=138(LC 8), 5=1o1(LC 8)
Max Gmv3=148(LC 1). 4=110(LC 3), 6=335(LC 1)
FORCES. (rb) - Max Comp.IMax. Ten. -Ali forces 250 (m) or less except when shaven.
WEBS 2-5=295272
BRACING
TOP CHORD Structural vrood sheathing directly applied or6-0-0 oc puffins.
BOT CHORD Rigid cePng directly applied or 10-0-0 oc bracing.
MTek recommends that Stabilizers and required onus bracing be
Installed during truss erection, In accordance with Stabif var
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vu1t=160mph (3secorld gust) Vasd=124mph; TCDL=42psh BCDL=S.Dpsf; h--15ftCat Ik Exp C; End., GCp'c-0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3 ThisFidlt has b erlsig deor to buss connections.
sibottom chord five load nonconammntwith any other live loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable of vritllstandmg 136lb uplift at joint 3 and 101 lb upfift at joint 5.
LOAD CASE(S) Standard
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job
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M0N0TRUSS 3 1
Jab Refererce (optional)
SeuNerri Treaa.R PiaM FL,3 S51
8-6-D I
66-0
Scale -1:195
Plate offsets MY)- r1:0-1-2.U42421,
rl:0.2.6.0-2-121
I4:0-0-0.0-2-121
LOADING(psl)
SPACING- 2-M
CSL
DEFL.
in
(roc)
(dell
Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.55
VergLL)
0.10
3-4
>740
240
MT20
244/190
TCDL 7.0
Lumber DOL 125
BC 0.43
Vert(CT)
-0.15
3.4
>505
180
BCLL 0.0
Rep Stress Ina YES
WB 0.00
Ho2(CT)
0.05
2
n/a
Na
BCDL 10.0
Code FBC20171TP12014
Mabbc-R
Weight 21 lb
FT=1(a/e
LUMBER- BRACING -
TOP CHORD 2x4 SP No2 TOP CHORD
BOT CHORD 2x4 SP No2
WEBS 2x6 SP No2 BOT CHORD
REACTIONS. (161Size) 2=1541Mechan)eal, 4--23D/D43-0 (mim a."), 3--761Mecrianical
Max Hoa4--128(LC 8)
Max UprrM-- 136(LC B), 4=-56(LC 8)
Max Grav2=154(LC 1). 4=230(LC 1), 3=115(LC 3)
FORCES. (m) - Max CompJMmc Ten. -AO farces 25D (lb) or less exoaptwhen shoved
Structural wood sheathing directly applied or 6-0-0 oc purfins, except
and verticals -
Rigid cesmg directly applied or 10.0-0 oc bracing.
MTek recommends Nat Stabilizers and required aoss bracing be
installed during truss erection, in accordance, with Stabilizer
Installation auitle.
NOTES-
1) Wind: ASCE 7-1q VuIt=160mph (3-second gust) Vasd=124mph; TCDL=42W. BCDL=5.W, h=1511; Cat 11; Exp C; End., GCpi=0.1 B;
MWFRS (errvelope); Lumber DOL=1.6D plate grip DOL=1.60
2) This buss has been designed for a 10.0 psf bottom chord five load noncormrnardwith any other five loads
3) Refer to girder(s) for buss to truss connections
4) Provide mechanical connection (by others) or bum to bearing plate capable of withstanding 136lb uprdtatjoint 2 and 58lb up50 at joint 4.
LOAD CASE(S) Standard
J
1
PE 6051
I 1
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Job
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S011111PJ11r FL,FL, 34951 Rrm. B200a ov302017P 8.200 aH 302017 MTex IneespM s- JW 811:SFI8;rMs Pape,
ID:EaPOUMCWA016wS07vTWz75d(-WBg5YGs479YJcry7tigDjll3NP1VMNiAALIeL g.I
t•4-0 i 480
Scale -1:175
Plate Offsets (X YI-
f2:0-0-12 0-1-121 f5,04-131-2-01
f5'0-0-0
0-1.721
LOADING04
SPACING- 2-0-0
CSL
DEFL
in
OM)
Well
Lld
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 026
Vert(LL)
-0.02
4-5
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
SC 020
Vert(CT)
.0.04
4-5
>999
180
BCLL 0.0
Rep Stress Inc YES
1NB 0.06
Horz(CT)
-0.02
3
We
rda
BCDL 10.0
Code FBC2017FrP12014
Matrix-P
yJeJght JS lb FT=10%
LUMBER -
TOP CHORD 2x4 SP.N0.2
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
REACTIONS (Ihls¢e) 3=109/Medhanld, 4=47/Medhanlcg 5-2aaM.8-0 (min. 0-18)
Max Hbrt5=124(LC 8)
Max Upfift3=104(LC 81, 5=-85(LC 8)
Max Grav3=109(1-C 1), 4=81(LC 3), 5-283(LC 1)
FORCES Qb) -Mac CompJMa Ten. -A0 forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing dhrex:ty applied or 6-04 oc pur8ns
BOT CHORD Rigid ceiling directly applied or 10-M oc bracing.
MTek recommends that Stabilizers and required cross bracing be
Installed during toss erection, in aoordance with Sbrbif¢er
Installation gulde.
NOTES.
1) Wind ASCE 7-10; Vutt=l6omph (3-second gust) Vasd=124mph; TCDL=42W. BCDL=5.DpsF 1=151t; Cal. I; Exp C; End, GCpr-0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This ln= has been designed for a 10.0 psf bottom chord five load nonconcumentwith any other five loads. '
3) Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104lb uplift at joint 3 and 85 lb uplift aljohd 5.
LOAD CASE(S) Standard
\CEN$��t��/i
( r PE 6051
r
i O a OR10
a
ms
rm ype
Rysl Homes-142Ad
/4.52d
J5a
MONO TRUSS 2 1
c, .,T— w ..- n
,.�.
Job Reference fopliMo
IeRlaauy91p8, mC b"I b11,Y 1e mB raap1
ID:EaPO A016WS07vTFtlY15tlFOgiBpSVGSA7;MJ 7wgDj1JIN0ZWdSTAAUeLz_p¢z
1�-0 44-0 I
Scale-1:16A
Plate Offsets (X Y)- 12'04-12
0.1-121 f5'0.1411-2-0I
f50-0.00.1-121
LOADING(psf)
SPACING- 2.0-0
al.
DEFL
in
(too)
Udell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 022
Vert(LL)
0.02
4-5
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.17
Vert(CT)
-0.03
4-5
>999
180
BCLL 0.0
Rep Suess; Inc YES
WB 0.05
Horz(CT)
-0.02
3
We
nla
SCDL 10.0
Code FBC201711PE2014
Matrixo-P
Weight 18 b FT =10%
LUMBER -
TOP CHORD 2x4 SP No2
SOT CHORD ZA SP No2
WEBS 2x4 SP No.3
REACTIONS. Oblsize) 3=100IMedianiral, 442IMerhaniral. 5-272Po4e-0 (min. 0.1-8)
Max HOm5=I17(LC 8)
Max UpMCi=97(LC 8). 5=81(LC 8)
Max Grav3=10O(LC 1), 4=75(LC 3), 5-272(LC 1)
FORCES. (lb) - Max. CompJMax. Ten. -Ali faces 25D (lb) or less except when shaven.
BRACING -
TOP CHORD StruchrM wood sheathing crm* applied a 54-0 oc pur9ns.
BOT CHORD Rigid celting directly applied or 10b0 oc bracing.
MO'ek recommends that Stabilizers and required cross bracing be
Installed during truss erection, in accordance with Stabil¢er
InstaRation oulde.
NOTES-
1) Wind: ASCE 7-10; Vult=l8omph (asecond gust) Vasd=124mph; TCDL=42ysf; BCDL=S.Opsf, h=151k Cat II; Exp C; End., G(1pi=0.1 B;
MVJFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom tlxud live toad noncenaurerd with any other live loads.
3) Refer to girder(s) for truss to truss connections. ,
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97lb uplift at joint 3 and 61 b uplift at joint 5.
LOAD CASE(S) Standard
i
` f PE 5051 n _
Scale-1:16J
Plate Offsets (X Yh
MO.G-120-1-121 I5:0-1-0 1.2 Op
r5-6-0-0
0-1.121
LOADING(ps1)
SPACING- 2-0-0
Call.
DEFL.
in
Qoc)
Well
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 020
Varf(LL)
-0.01
4-5
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.15
Vert(CT)
-0.02
4-5
>999
180
BCLL 0.0
Rep Stress Inc YES
NB 0.05
HOM(CT)
-0.01
3
Na
We
BCDL 10.0
Code FBC2017/IPI2014
Matrbr-P
Weight 18 m FT=10%
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
REACTIONS. Qbadze) 3=96/MechanicA 4=401Mechanirai, 5=267165-0 (min. 0-1-8)
Max Ho¢5=113(_C 8)
Max Up883=93(LC 8). 5=80(LC 8)
Max Grav3=96(LC 1), 4=71(LC 3). 5--267(LC 1)
FORCES. (lb) - Max. CompAlax Ten. - All forces 250 Qb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purfinz
DOT CHORD Rigid cTmg directly applied or 10.0-Doc bracing.
Walk recommends that Stabilaers and required cross breyng ba
installed during truss ere rbon, in accordance with Stab0izer
Installation culde.
NOTES-
1) Wind ASCE 7.10; Vu"- 60mph (3-second gust) Vasd--124mph; TCDL=4.2psF, BCDL=S.Opst,, h=15% Cat II; Exp C; Encl., GCpF0.16;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi botlom chord live load noneonarrent with any other five loatls.
3) Referto girder(s) for truss to buss connections
4) ProAde mechanical connection (by others) of buss to bearing plate capable of withstanding 93 lb uplift atjomt 3 and 80 Ib uplift atjohd S.
LOAD CASE(S) Standard
1
PE 76051
I
� \ S�
��O'�`•�c ORIOP%� \
job
Russ
I russ I ype Ryan Hmnal-1453A
1452-A
JSA
MONOTRUSS 1 1
Job Reference o 'o
Sm rms, FL Pi =. FL.34951
HE
�9200c M302017 PmR 6200s Nov 302e17 ANTeJc lrWtuNes.YG F h1611Aa: sMe Pagel
ID:EaPOUIwCWAO16wS07vTFdtlStlC-0glegSYGsA7gYJary7wgDj1 JMDJWdKrAAUaz-pbc
4B0
SWe=1:15.6
LOADING(psf)
SPACING-
2.0.0
CSL
DEFL in
(hoc) gde8 Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
-125
TC 024
Vert(U) 0.02
3-4 >999 240
MT20 2441190
TCDL 7.0
Lumber DOL
125
BC 0.18
Vert(CT) .0.03
3-4 >999 180
BCLL 0.0
Rep Stress lncr
YES
WB 0.00
Horz(CT) .0.02
2 n1a rda
BCDL 10.0
Code FBC2017frPM014
Matm-R
Weight 15 to FT=10%
LUMBER-
BRACING -
TOP CHORD 20 SP Nc2
TOP CHORD
Structural wood sheathing direr applied or 4-BA oc purlins, except
SOT CHORD 2x4 SP No2
end verticals.
WEBS 2x6 SP No2
BOT CHORD
Rigid ceiling cireetly applied or 10-0-0 ce bracing.
'
MiTek recommends that Stab0i7rrs and required cross bracing be
installed during Ines erection, In accordance with Stabilim
Installation guide.
REACTIONS. (1131s¢e) 2=104Rdechanical, 4=16610�M (min. 0-1•e), 3=511Mecharlital
Max Horz4=87(LC 8)
Max Uplig2=94(LC 8), 4=.36(LC 8)
Max Gmv2=104(LC 1), 4=156(LC 1), 3=78(LC 3)
FORCES. (Ib)- Max CompJMax Ten. - Ali forces 250 Qb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vu1t=18omph (3second gust) Vasd=124mph; TCOL=4.2psf; BCDL=S.OpsF h=15R CaL It; Exp C; Encl., GCpk0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This buss has been designed for a 10.0 psi bottom chord live load with any other five loads.
3) Refer to girder(s) for truss to buss connections.
4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 94 lb uplift at joint 2 and 36 01 uplift at joint4.
LOAD CASE(S) Standard
�f PE 76051
NSS
I NSs I ype Fianea-USrAtl
1452-A
A
JQW IMYyai
JACK 11 1
Job Reference o
6LW81YOY.WNI/YryR O13A16NAV�M1e LU1/WIeRIM1b91e5. VIG mm ehh:W.ha2 PB981
ID: EaPOUIwCWA0101vS07JfFdz%d(-0q®g5yGs479YJrnyt"D)1LoNRA.WdRAAU =,YM
14-0 4Ad
t4-0 I 2sa
Seale=1:125
Plate Offsets MY)- 12:0-O-12.0-1-121
f5:0-1-0 1-2-01 f5:0-0-004.127
LOADING(ps1)
SPACING- 24)-0
CSL
DEFL
In
(loe)
Ildell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.09
Vert(LL)
-0.00
4-5
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 125
BC 0.07
Vert(CT)
-0.00
4S
>999
180
BCLL 0.0
Rep Stress Inc YES
WB 0.03
HoM(CT)
-0.00
3
his
We
BCDL 10.0
Code FBC2017rIP12014
Matrbr-P
Weight 13 lb FT =10%
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS (Wsire) 3=54/Mechanital, 4=17/Mwhanig6 5--220/0-8-0 (min. a1-9)
Max Horz5=&3(LC 8)
Max Uptlff3--S9(LC 8), 5=66(LC 8)
Max Gmv3=54(LC 1), 4=40(LC 3), 5-220(LC 1)
FORCES. (b) - Max. CompJMax. Ten. - Atl forces 250 (t) w less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purfins.
BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing.
MTek recommends that Stabgtrers and required cols bracing be
installed during truss erection, In accordance wit Stabirmer
Installation quide.
NOTES-
1) Wnd: ASCE 7-10; VurMS(unph (3-second gust) Vasd=124mph; TCDL=42psf, BCDL-5.0psf, h=15R CaL 11; Fxp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This tnrss has been designed for a 10.0 psf bottom chord live load nonconwnerdwit arty other We loads.
3) Refer to girder(s) for truss to truss connections
4) Provide mechanical connection (by others) of has to bearing plate capable of withstanding 59 lb uplift atjomt 3 and 66 lb uplift atjohd 5.
LOAD CASE(S) Standard
Jon
I ruSS
I runs I ype Homes-1152A,
1452-A
J3
ILITY FlyRyan
JACK 3 i
n
Job Reference 0 '
6o T as. a Piem, FL, 3/951 Run: 8200 s 302017 H 1200 a 362017 A4 ek I In, Fd Jut 611=172016 Page l
ID:EaPOU1A CWA016WS07VTF&?Sri(-XdBpCMXeSs?bcAl b000RgWAB_60nA VWft66m-pty
1.40 38d
1-4-0 � 2-2-0 1
Scale =1:115
Plate OBsets DLYl— 12:6-0.12A-1-121,
I20-1-11.1-2A1
I5:0.0-0.0.1-121
LOADING(psf)
SPACING- 24-0
CSL
DEFL
in
(I=)
Udell
Lld
PLATES
GRIP
TCLL Mo
Plate Grip DOL 125
TC 0.08
Vert(LL)
0.00
5
>999
240
MT20
2441190
TCOL 7.0
Lumber DOL 125
BC 0.06
Vert(CT)
0.00
5
>999
180
BCLL 0.0
Rep Straw Incr YES
M 0.03
Horz(CT)
-0.00
3
Na
n1a
BCDL 10.0
Code FBC2017FM12014
Mabi-P
Weight 12lb
FT=1056
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SPNo2
WEBS 2x4 SP No.3
REACTIONS. (MISim) 3=381MerlanicaI, 4--81Mechanical, 5=20R -e (min.
Max Ho25=72(LC 8)
Max Upg83=-48(LC 8), 5=62(LC 8)
Max Grev3=38(LC 1), 4=28(LC 3), 6=208(LC 1)
FORCES. (1b) - Max. CompJMm Ten. -All forces 250 (lb) or less except when shown.
BRACING_
TOP CHORD Structural wood sheathing directly applied or 3.6-0 co purfms.
BOT CHORD Rigid calling ?neatly applied or 1041.0 oc bracing.
MTek remmmmds that Stabg=m and required cross bii8 g be
installed during truss erection, in accordance wilb Stabilizer
Installation outdo.
NOTES-
1) Wind: ASCE 7.10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=42psF BCDL=5.0psf; h=15$ Cal. II; Exp C; End, GCpi O.16;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom dxgd We load nonconcurrerdwith any other five loads.
3) Referto girder(s) for truss to truss connections
4) Provide mechanical connection (by others) of truss to bearing plate capable of wlthsanding 48111 uplift atjoint 3 and 62lb uplift atjoint 5.
LOAD CASE(S) Standard
�\Q3�,'P��ME BCP'�C��ii
(; PE 6951
�-jam-Ir
ORIDP%'� /
N55
rga9 i ype
Ryan Names-1452Atl
142-A
,19A
MONO TRUSS
1 1
sn:arnma page
7.FaP0UIwCWA016w507v1F jCaeryA1bnOODRgMKsWc8i5wyty
2L0 T
Sole = 1:11.6
2L
LOADING(pst)
SPAC07G- 2-0-0
CSI.
DEFL.
in
Ow)
Wall
Lid
PLATES
GRIP
TCLL 20:0
Plate Grip IDOL 125
TC O.DS
Vert(U)
-0.00
34
>999
240
hmo
244,190
TCDL 7.0
Wmbet DDL 125
BC 0.05
Vert(CT)
-0.00
34
>999
180
BCLL 0.0
Rep Shess Ina YES
WB 0.00
HOM(CT)
-0.00
2
nha
n1a
BCDL 10.0
Code FBC20171rP12014
Natrb(-R
Weight 9@
FP=10%
LUMBER. BRACING -
TOP CHORD 2x4 SP No2 TOP CHORD
BOT CHORD 2x4 SP No2
WEBS 2x6 SP NO2 BOT CHORD
REACTIONS. (161size) 2-55IAAedhanical, 4=82"4 (min. 0-1-8), 3--T71Mechanial
Max HoR4�5(LC B)
Max UPIift2--52(Lc B), 4=14(LC 8), 3=3(LC B)
Max Grave-55(LC 1), 4=82(LC 1), 3=41(LC 3)
FORCES. (lb) . Max. CompJMax Ten. - AB faR 250 (lb) or less except when shaven
SWchrral wood sheathing directly applied w2.64 oc purlins, except
and verticals
Rigid ceding directly applied or 10A-0 oc bracing.
Walk recommends that Stabilaers and required cross bracing be
installed dudng tmss erection. In accordance with Stabif2er
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vut=160mph (3-semnd gust) Vasd=124mph; TCDL=42W,, BCDL=S.Opst h=15fg Cal. it Exp C; End, GCpF-0.16;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This bum has been designed for a 10.0 pet bottom chord live load r,oncencurrent % th any other five loads
3) Refer to girder(s) for truss to thus connections
4) Provide mechanical connection Dry others) of truss to bearing plate capable of withstanding 52lb uplift at joint 2, 14 to uplift atjolm 4 and 3
uplift atjoirn 3.
LOAD CASES) Standard
,
PE 76051
.t
O1N /A 1 M\G \\\\ <1 Z
Job
ITLISS
Iniss lype
1452-A
J2
luw Im
JApC 12 7
jftmi*anes-I452Aix
Job Refeienre o coal
,r , FL rune, ,:wvOr PoOL6 S Ngv96201]RSG ezneNov 30201]Ntrek ltWiaOie; Inc FIJN 611xa172018 Pagel
ID:EePOUhYCWAOI6w507JTFdz?5c-Cd6pdDCe557 lb000RgWAL_5ynAgKxV&N=Jily
scatee ILLS
iEN 2-D-0
Plate Offsets (XY)— 12:0-0-12.0-1-121
IZO.1-11 1.2-81
IS:D-0-0
04-121
LOADING(psf)
SPACING- 2-0-0
CSL
DEFL.
in
(1m)
Ildetl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.07
Vert(LL)
0.00
5
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.06
VerUCT)
0.00
5
>999
180
BCLL 0.0
Rep Stress Incr YES
1NB 0.02
Hom(C)
-0.00
3
r9a
n!a
BCDL 10.0
Code FBC2017/17PI2014
Kati
Weight 7lb Fr=10%
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SP No2
VJESS 2x4 SP No.3
REACTIONS. (mis7e) 3=341Merhanical, 4=43mtechanlw, 5=22v0-8-0 (min. o-l-B)
Max H=5=43(LC 8)
Max UprMl3=.34(LC 1), 4=.43(LC 1), 5= 6B(LC 8)
Max Grav4=5(LC 8), 5=223(LC 1)
FORCES. (lb) -Max. CompJMax. Ten. -AD forces 250(Ib) or less except when shown
BRACING
TOP CHORD
Structural wood sheathing directly applied or2.40 oc purdns.
BOT CHORD
Rigid ceiling directly applied or 10-" ce bracing.
MTek recommends that StabO¢ers and required cross bracing be
Instated during boss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wnd: ASCE 7.10-, Vult=f 60mph (3-second gust) Vasd=124mph; TCDL=4.2pe,, BCDL=S.Opsf; h=1511; Cat II; Exp C; End, GCpi4.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This tam has been designed for a 10.0 psi bottom chord live load nonconament with any other five loads.
3) Refer to girders) for buss to truss Connection.
4) Provide mechanical connection (by others) of truss to bearing plate capable of vri0lstanding 34lb uplift at joint 3,43 lb uplift at joint 4 and 66
Ili uplift at joint 5.
LOAD CASES) Standard
-
�f PE 76051
�ioM`
//`//'9II 10NA11I NG\`\\ 0 e
im
Nse
I nw I ypa
limn Homes-1452A
145M
J1
JUly JMY
JACK 3 1
Job Refererca IoPdonaQ -- _ —__--
6oiMem Trua, FL Pierce, FL. 34951
Scale =11.4
LOADING(psf)
SPACWG- 24)-0
CSL
DEF
in (loe)
Udell
Ud
PLATES GRIP
TCLL 20.0
Plate Gdp DOL 125
TC 0.06
Vert(LL)
0.00 1
wr
120
MT20 244/190
TCDL 7.0
Lumber DOL 125
BC 0.02
Vert(CT)
.0.00 1
nh
120
BCLL 0.0
Rep Stress Ina YES
INS 0.00
Horz(CT)
0.00
Na
Na
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 5Ill FT =10%
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SP No2
REACTIONS (Iblstre) 2--OS Meduniral, 3=14104-0 (min. 0-141)
Max Hoa2--124(LC 1), 3=124(LC 1)
Max UpRft2---54(LC 8)
MU Grav2--95(LC 1), 3=29(LC 3)
FORCES. On) - Max. CompJMax. Ten. - M forces 250 (m) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied a 1-r O oc pudins
SOT CHORD Rigid ceiling directly applied or 8-0-0 oc bracing.
MTek recommends that StabOfzers and required doss bracing be
installed during truss erection, in accordance with StabToer
Installation oulde.
NOTES-
1) Wind: ASCE 7.10; Vut=160mph (3-seoond gust) Vasd-124mph; TCDL=4.2psF, BCDL=5.0pst, h--15fK Cat It; Exp C; End, GCpF0.1 B;
MWFRS (envelope); Lumber DOL=1.60 pale grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconanrerd with any other live loads.
3) Railer to gWer(s) for buss to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541b uplift at joint 2.
5) Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
�OEN,,'
t y PE 051 n
- -d 1 5 -I - i
ORID
/f//�ss/ 1gAI )101�G \\\\ ot%
JOb
1russ
I Was I Ype QtY
RYan RM8.I0. A
1452-A
VB
jP1Y
VALLEY 1 1
�— .R
Job ReferWhca o
• -- •^^- • cam: E. u ...2ah i hm aao s Rev s02a11 Ydiek lM�6ales, tat: Po JW 611:0020=6 Pape 1
ID:EaPaUIWCWA016wSO7vTFdr.?5dC-yCsYFnZWOnOtodmA3YyeIe6 Gq_XlmdUgplDrvpty
441-0 841d
4-" l 4n
W O
1x4 II
4A =
LOADING(PSO
SPACING-
2-0-0
CSL
DEFL
in Poe)
IIdeff
Lid
TCLL 20.0
Plate Grip DOL
125
TC 028
Vert(LL)
r9a -
n1a
999
TCDL 7.0
Lumber DOL
I
126
BC 0.18
Vat(CT)
Na -
n1a
999
BCLL 0.0
Rep Stress Ina
YES
WB 0.03
Horz(CT)
0.00 3
nla
n1a
BCDL 10.0
Code FBC2017r
P12014
Mabtx-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
BOTCHORD
REACTIONS (Ibrsae) 1=118rBao (min. o-1-s), 3--11a�6-o-B (min. o-1-8), 4--248raao (nilm at-8)
Max Horst=25(LC 8)
Max UpriM=SB(LC 8), 3=-62(LC 9), 4=52(LC 8)
FORCES (0h) - Max CompJMax. Ten. - All forces 250 pb) or less except when shown.
Scale = 1:142
20 C
PLATES GRIP
M-f20 244/190
Weight 24 lb FT =10%
Structural wood sheathing directly applied or 6-0-0 co purtine
Rigid calling directly applied or 1 o0-0 oc bracing.
MiTek recommends that StabBtrers and required am bract be
Installed during truss erection, In accordance with Stabilizer
Installation guide
iM
NOTES-
1) Unbalanced roof rive loads have been considered for this design.
2) Wmd: ASCE 7-10; Vuft -160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15fq CaL 11; Exp C; End., GCpi=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuos bottom chord bearing.
4) This truss has been designed for a 10.0 psi botom chord five load nonconamentwit h any other five loads
5) Pmvide mechanical connection (by others) of truss to bearing plate=Paola of withstanding 681b uplift atjoint 1, 62 lb uplift atjomt 3 and 52
Ib uplift atjoird 4.
LOAD CASES) Standard
Lit
f PE 6051
5 ��,��1
-J3 -
\a OR10
Job
I cuss I ype
Ryon Nmnes-1�52Atl
1452-A
VI
VALLEY 1 1
Job Referenm c '
T.. a Pierce. M_ uss1
5.00 F12
3x4 =
2x4
Scale. 1.73
Plate Offsets DCYI- 120-2-0.Edoel
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL
in Ow)
Udell
Ud
PLATES GRIP
TCLL xw
Plate Grip DOL 125
TC B.04
Vert(LL)
We -
Na
999
MT20 2441190
TCDL 7.0
Lumber DOL 125
BC 0.13
Vert(CT)
nla -
n1a
949
BCLL 0.0
Rep Stress Ina YES
VM DAD
Horz(CT)
0.00 3
nha
'Ia
BCDL. 10.0
Code FBC2017frP@014
Matrix-P
Weight 10 lb FT=10%
LUMMR-
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS (Iblsae) 1=9414 M (min. 0.1.8), 3-944-0-0 (min. 0-1-8)
Max Homl=10(LC g)
Ma UpoR1=-33(LC 8). 3=33(LC 9)
FORCES. (lb) - Max. CompJMax Ten. -All forms 250 Ob) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing din:ctly applied w4-0-0 oc purlins.
BOT CHORD Rigid calling tiredly appried a 16D-0 oc bmaang.
lob Tek recammends brut 595lrr2 and required doss bracing be
installed during truss erection, In accordance with Stablloner
Installation gulcle.
NOTES
1) Unbalanced roof We loads have been considered for this design.
2) Wind: ASCE 7-10; Vu1t-16omph (IGerand guq Vasd=124mph; TCDL=42psf; BCDL=5.Opsf, h=15fk CaL 11; Exp C; End., GCpi=0.18;
MINFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.6D
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord five load nonccncunentwith any other We loads.
5) Provide mechanical connection (ry others) of buss to bearing plate capable of withstanding 33 lb uplift aljomt 1 and 33 lb uplift atjoim 3.
LOAD CASE(S) Standard
\� i EN
PE ( / PE �1
���ORIDj'
nxss
Iruss lype
Ryxn runs-1452Atl
1452` -A
M
VALLEY
ILRY IM]
2 1
Job Referenrx:
r� maw onucia <vin mDor
IOFaPOLWwCWA016wSO7vTFdY15cK-UOIa2RZud7F0ATBzWiRvrtroaMYngIF4XtlPg5FA�¢,piw
Scale-1:14.8
2
3
Zx4 % 15x4 II
LOADING(psO
SPACING- 2-M
CSI.
DEFL in Ooc) Vde6 Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.73
Veit(U) Na - Na 999
MT20 244M90
TCDL 7.0
Lumber DOL 12.5
BC 0.5B
Veri(CT) Na - nla 999
BCLL 0.0
Rep Stress Iry YES
WB 0.00
Hom(CT) 0.00 Na his
BCDL 10.0
Code FBC2017lrP12014
MatruaP
Weight 20 m FT=10%
LUAIBER-
TOP CHORD 2x4 SP No.3
HOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. Oblsize) 1=19018-0-0 (min. 0-1.8), 3=19016.0-0 (min. 0-1-8)
Max Horz1=105(LC 8)
Max UprdH=.57(LC 8). 3=101(LC 8)
FORCES. (lb) - Max. CompJMax. Ten. - AO forces 250 (lb) or less a ptwhm shown.
BRACWG
TOP CHORD Structural wood sheathing directly applied or 6-" oe purhns, except
end verticals.
BOT CHORD Rigid caging &racily applied or 10-0-0 oc bracing.
U'Tek reoommwds ttud Stabfl a and required cross bmdng be
Installed during truss erection, in accordance with Stabil¢er
Installation Wide.
NOTES-
1) Wind: ASCE 7-10; VuR--160mph (3-secand gusQ Vasd=124mph; TCDL=4.2psF BCDL=5.Opst; h=15% Cat It Exp C; End., GCpr-0.1e,
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) Gable squires continuous botom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord We load noncancu entwith any other rive loads.
4) Provide mechanical connection (ry others) of truss to bearing plate capable of wilhstandng 67 lb uplift atjoim 1 and 101 lb uplift at joint 3.
LOAD CASE(S) Standard
PE 76051
H47
�0'�`•�c ORI�P%'= �
l//j\SS�%NAL1�1�G`\\\\\ 2�
Job
NSA
Iruss lype Home- A
1452-A
MVd
VALLEY 2 1
Job Reference (optianall
SOWfem Truss, FL Plm FL, 34e61
2x4 O
R 62005 Nm•e02011Pm¢62006Nov802017WTeklndusMss,con Fnd 51194192018 Paga1
ID:EaPOUIwCWA016wSO7vTFdz?ScK-UOla2R7, dTF6ATBzVAft aUOnmSF4XdPg5Fkm_pdw
1.5X4 II
Scale-1:109
LOADING(psl)
SPACING- 24)-0
CSL
DEFL In pog) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 025
Vert(U) We - Na 989
MT20 2441190
TCDL 7.0
LumberDOL 125
BC 0.19
Vert(CT) Na - Na 999
BCLL 0.0
Rep Stress Incr YES
1AB 0.00
Horz(CI) 0.00 Na Na
BCDL 10.0
Code FBC2017ITP12014
Matrix-P
Werght 13lb FT=10%
LUMBER- BRACING -
TOP CHORD 2x4 SP NM3 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lolslze) 1=116144)-D (min. 0.1A, 3--11614-0-0 (min.0-1-8)
Max Horz1=S4(LC B)
Max UpliM=35(LC 8), 3=-62(LC 8)
FORCES. (lb) - Max CompJMax Ten. -AO forces 250(lb) or less except when shown
Structural wood sheathing directly applied or 4-0-0 oc pudlns, except
end verticals.
Rigid calling directly applied or 10-0.0 oc bracing.
Mrrek recommends that Stabilizers and required cross bracing be
Installed during truss erection, in accordance with Stabilizer
Installaffon guide.
NOTFS-
1) WinE: ASCE 7-10; VuR160mph (.second gust) Vasd=124mph; TCDL=4.2psf BCDL=5.0pst; h=151t; Cat It Fxp C; EmL. GCpk0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This buss has been designed for a 10.0 psi bottom chord live load noncommrrentvd0h arry other We loads
4) Provide medhanicel connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift atjoird 1 and 62 m uplift atjoird 3.
LOAD CASE(S) Standard
/ PE 76051
�s1ONALII�G.\\\\\ `�
h
Jac
I rus
lrus lype
Ryan Hunea-1452Ad
1452-A
M2
VALLEY 2 1
Job Reference (DPUW
SaMem—^F.06, FL. 34951
W9
Riara.2age w302017 Pn11C 82g8s 3tl 20175kTek tntluemez bhc nJg 611:Od192o18 Pagel
ID:EePOUIwCWAO16wSO7vTFdz?ScK-UOla7RZuo TFOATBzVVrRvmw9XMnoTF4XdPg5FAt=_pica
c nnr
Scale =1ba
LOADING(psfd
SPACING- 2-M
CSI.
DEFL-
in Qoe)
Udeti
Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.04
Vad(LL)
n1a -
We
999
Mr20 2441190
TCDL 7.0
Lumber DOL 125
SC 0.03
Vert(CT)
n1a -
Na
999
BCLL 0.0
Rep Stress Ina YES
WS 0.00
Hom(M)
-0.00 2
We
We
BCDL 10.0
Code FBC2017lrPI2014
Mabbr-P
Weight 5 lb FT =10%
LUMBER -
TOP CHORD 20 SP No.3
BOT CHORD 2x4 SP No.3
BRACING -
TOP CHORD
BOTCHORD
REACTIONS. (lb/size) 1= 47rz-0-6 (nda 0.1-8), 2--34M-M (min. M41). 3=1312-0.0 (m n. 0-1-6)
Max Hoa1=26(LC B)
Max UprdH=14(LC 8), 2-31(LC 8)
Max Gmv1=47(LC 1), 2=34(LC 1), 3--25(LC 3)
FORCFB. (lb) -Max. CompJMm Ten. -AO forces 250(Ib) or less except when shown.
Structural wood sheathing directly applied or2-0-0 oc purilm
Rigid ceiling directly applied or 10-0-0 oc bradng.
MTek recommends that Stabifibm and required cross bracing be
installed during truss erection, in accordance with Stabilizer
Installation guide
NOTES
1) Wmd: ASCE7-10; VuIt=160mph (3-second gust) Vasd-124mph; TCDL=42W,, BCDL=5.Opsf; h=1511; CaL It Exp C; End., GCpl--0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord Eve load nonconcurrentwith any other rive bads.
4) Bearing atjodm(s) 2 considers parallel to grain value using ANSUiPI 1 angle to grain formula. Building designer should verify rapacity of
bearing surlam
5) Provide mechanical connection (by others) of truss to bearing plate capable of wmrstanding 14lb uplift atjdrd 1 and 31 lb uplift of joint 2
LOAD CASE(S) Standard
PE 6051
S�OR,
NA
I
i .1-a16 1 64-7 - 1D.&12
1-&14 4ba 1 4-1-5 '
f-a141 6A-7 1 tOS12 104L72
144 DS11 4b9 d_1S 1
Plate Offsets (LY)- f2:0-0-9,0.1-121,
12:0.1-7,1-7-141, f8:0-0-0.0.1-121
LOADING(psf)
SPACING- 2-M
CSL
DEFL
In
Poo)
Udell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.45
Vert(U)
.0.04
6.7
>899
240
MT20 244/190
TCDL 7.0
Lumber DOL 125
Sr 0.43
Vert(CT)
-0.08
64
>999
180
BCLL 0.0
Rep Stress; Ina NO
WB 0.16
Hom(CT)
-0.03
4
Na
Ma
BCDL 10.0
Code FBC20171fP12014
Mobt(S
%Wght 41 lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No2
GOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
BOTCHORD
REACTIONS. (161sae) 4--1111Mechaniral, 5=2341Medraniral, 8=46110-11-5 (rrum 04-8)
Max Hom8=153(LC 4)
Max UpM4=94(LC 4), 5=1D4(LC 4). 8=186(LC 4)
FORCES. (1b) - Max. Comp.IMax. Ten. -All forces 250 (b) or less except when shown.
TOP CHORD 1-2=3811115, 2-9--4431159, 3.9=394N69
BOT CHORD 1-8=1081383, 8-11=249383, 7-11=2491383, 7-12=249/d83, 6-12=24arSM
WEBS 2-0=3031190,3-6---03V281
Shuctural wood sheathing directly applied or 61F0 oc pur6ns.
Rigid peiTing directly applied or 10-0-0 oc bracing.
MTek nuarmmends that Stabilizers and required cross bracing be
installed during truss erection, In accordance with Stabilizer
Installal on guide.
NOTES
1) Wind: ASCE 7-10; Vut=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; ECDL=5.Dpst h=15f1; Cat 11; Exp C; End., GCp1=0.18;
MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60
2) This buss has been designed for a 10.0 pal bosom chord five load nonconcurrentwith any other We loads.
3) Referto girder(s) for truss to buss connections.
4) Provide mechanics) connection Pry others) of truss to bearing plate capable of withstanding 94 lb uplift atJoim 4,104 lb uplift aljoim 5 and
186 lb uplift atjdnt 8.
6) Hanger(s). or other connection device(s) shag be provided sufficient to support concentrated load(s) 23 lb down and 38 m up at 5.0-7, 23 lb
doom and 38 lb up at 541-7, and'51 lb down and 93 lb up at 7-10-6. and 51 lb dam and 93lb up at 7.1" on top chord. and 4 @ up at
5-0-7. 4 m up at 5b7, and 21 lb down at 7-10-6, and 21 lb down at 7-10-6 on botom short The desigrYsetection of such connection
devira(s) is the responsibility of others_
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or bark (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balances: Lumber Increase=125, Plate Increase=125
Unifonn Loads (pill
Vert 1-4- 54,1-5=20
Concentrated Loads Ph)
Vert 10--39(F=l9. B=19)11=7(F=4, 8=4)12-24(F=12, B=12)
= t i PE 76051
�tt SYTFor
ORI� N
NA 11EN\\\�\
-2S
job
rh6.T
truss lypq Homes-1452A
1452-A
CJ7A
MONO TRUSS 1 t
Job Refererire o ona
SOWiem Truss, Ft PvrE, FL, 34951
Scale -1:199
LOADING(psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 125
Lumber DOL 125
Rep Strew Inv NO
Code FBC2017/TPMM4
CSI.
TC 0.27
BC 0.38
WB 0.22
MaftS
DEFL in
Vert(LL) 0.03
Vert(CT) -0.05
Hor4(CT) 0.01
Q=) gtleg Lid
6-7 >999 240
6-7 >999 180
5 Na n1a
PLATES GRIP
MT20 2441190
Weight 40 lb FT=10-A
LUMBER-
BRACING.
TOP CHORD 2x4 SP No2
TOP CHORD
Structural wood sheathing dire l applied or 6-0-0 oe pur6ns.
SOT CHORD 2x4 SP NO2
SOT CHORD
Rigid ce3ng directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
9N7ek recommends that cmbnaar= and required cross be
SLIDER Le1t2x4 SP No.3 2.6-10'
Boner
InsWletl during truss erection, in accemance with Shahif¢e
Installation guide,
REACTIONS. Qbls¢e) 1=358104" (min.0-IS),4=1o5/Mechaninl,5=28SNechanicel
Max Ho¢ 1=163(LC 17)
Max UpIlft1=144(LC 4), 4=91(LC 4), 5=139(LC 4)
FORCES. (Ib) - Max. CompWax. Ten. -All forces 250 (1b) or less exceptwhen shoe
TOP CHORD 1-2-605233, 2-8=5 39, Nr—W 1245
BOT CHORD 1-10=324/531, 7-10=.324/531, 7-11=.324/531, 6-11=324/531
WEBS 3-7=0261, 3E-5981365
NOTES-
1) Wind: ASCE 7-10; Vint-16Dmph (3-second gust) Vasd=124mph; TCDL=42pst BCDL=5.Opst; h=15% Cat II; Exp C; Encl., GCpF0.16;
MWFRS (emrelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord live load nonconamentwith any other We Bads.
3) Refer to girder(s) for thus to truss connectors
4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 144 to uplift at joint 1, 91 lb upfift at joint 4 and
139 to uplift at joint 5.
5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 to down and 38 to up at 3-7-8, 31 to
down and 47 to up at 3.7-8, and 51 lb down and 93 lb up at 647, and 56 to down and 97 lb up at 6-57 on top chord, and 4lb up at 3-7-8
, 6 lb down and 13 ID up m 3-7A, and 21 lb down at 6-5-7, and 24 lb doom and 21 lb up at 8S-7 on bottom chord. The design/selection or
such connection device(s) is the responslb9ty of other
6) In the LOAD CASE(S) sector, loads applied to the face of the truss are noted as from (F) or back (B).
LOAD CASE(S) Standard
1) Dead+ Roof Live (glanced): Lumber Increase=125, Plate Increase-125
Uniform Loads (ph)
Vert 11=54,1-5=20
Concentrated Loads (lb)
Vert 9=�(P=19, B=26)10=2(F=4, B�5)11=35(F=12, B=23)
i
J PE Z6051
d'e V
Job
N55
Inuss type yea Honer-I4 Ad
14MA
CJ6
JAOC 4 7
Job Relevance (optional)
boLNtlflice,rtrieix, FL, Jowl r .62MaNOV 302m]PnIhC 920pcNov 30an1 NtTCxhapus"'MM Fn Jul 611A0:162016 Pepei
IMEaPOUhvCVVA016vrS07VTFdt?5dF3RdROPVMLYtRJOSDgi=yAmhJ2jh8;;tt_ �+ M+
1R1{ 1 S"
1-9.14 3-0-8 2.9.15
f
01
i 1.4-4 1-614i 5.6.6 e-14 e-4-5
1f4 aSit 3-"
Scale-1:16.7
Plate offsets (X,Y}- tz:0-0-B.at-7ZI,
r/:a1-10,1-861, r/:0-0-0.0-1-lz
LOADING
SPACING- 2-01-0
CSL
DFFL
in
pod)
Udeft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 125
TC 0.38
Vert(LL)
.0.07
6.7
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 125
BC 0.35
Vert(CT)
-0.09
6.7
>834
180
BCLL 0.0
Rep Stress Ina NO
NB 0.06
Horz(CT)
-0.02
4
n/a
nits
BCDL 10.0
Code FBC2017/iP12014
Matrb(-P
Weight 30 b FT =10%
LUMBER -
TOP CHORD 2x4 SP No2
BOT CHORD 2x4 SP No2
WEBS 20 SP No.3
REACTIONS (b/srze) 4=a3IMetilac CW, 5=1 o81Medmnira1, 7=25410-11-5 (min. al-8)
Max Horz7=123(LC 4)
Max UpldM=59(LC 4), 5=57(LC 4), 7-166(LC 20)
Max Gmv4--95(LC 17), 5=108(LC 1), 7=254(LC 1)
FORCES. (lb) - Max. CompJMm(. Ten. -All forces 250 (Ib) or less except when shovm.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oo pumns
BOT CHORD Rigid caging directly applied or 10-0-0 oc bracing.
MTek recommends that Stabg¢ers and required cross braang be
installed during truss erection, in aemrdance vdb Stabilizer
Installation ide.
NOTES-
1) %4Md: ASCE 7-10; Vult=160mph (3aecond gust) Vasd=124mph; TCDL=42psf; BCDL=5.0psL h=I511; Cat It Exp C; End., GCpr-0.18;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psi bottom chord Um load nonconcrmentwith any other live load&
3) Referto girder(s) for truss to truss connections
4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 50 Ib uplift at joint 4,57 to uplift atjomt 5 and
168 b uplift atjotrd 7.
5) Hanger(s) drainer connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb dawn and 110 lb up at 2-11-0, 30
to down and 110 In up at 2-11-0, and 26 lb down and 52lb up at 5-8-15. and 26lb down and 52 to up at 5-8-15 on top chord, and 71 lb up
at 2-11-0, 71 to up at 2-11-0, and 5lb down and 2 b up at 5.8.15, and 5lb down and 2 to up at 5-8-15 on bottom tlwrd. The
desig ilsdection of such connection device(s) is the responsibility of others.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as from (F) a back (B).
LOAD CASE(S) Standard
1) Dead+ Roof Live (halanced): Lumber Increase=125, Plate Increase--125
Undomh I cads (Pit)
Vert 14=-54, 1-5=20
Concentrated loads (Ib)
Vert 6=72(F=36, 8=36)1 C=KF=47, B=47)11=3(F=2, B--2)
PE6051
01 S Al tUF
///%/SSIOMA 1101 \\\\
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job
Inuss two Ryan Homes-1452Ad
1452 A
CJ4
JACK 2 1
Job Reference 'crud
sow¢rh nuss,rcrvlm, ram, snw1 wxc ntuus nw aueulr mire elwsnw eu unrw,esi ,nc rn ax vi�:ur,vu,=ram,
ID: PmCAMDCJGe1UC7720s-pu_
1- A !1-"' 58-6 _
M1-9-14 1Q-13 25-11
LOADING(pst)
SPACING-
24)-0
CSL
TOLL
20.0
Plate Grip DOL
125
TC 0.37
TCDL
7.0
Lumber DOL
125
BC 0.32
BCLL
0.0
Rep Stress Incr
NO
WB 0.06
BCDL
10.0
Code FBC20177rP12014
Matrix-P
Scale=1:129
DEFL- In (loc) 11defi Vd PLATES GRIP
Veli(LL) 0.02 4-5 >999 240 hff= 2441190
Varga) 0.03 " >999 180
Horz(CT) -0.02 3 Na We
IMaight 17to FT=10%
LUN BER- BRACING -
TOP CHORD ZO SP Not TOP CHORD Struchual wood sheathing directly applied or 68d oc purOns
BOT CHORD 2x4 SP No2 BOT CHORD Rigid calling directly applied or 10-" oo bracing.
WEBS 2x4 SP No.3 MTek recornmerMs Mat Stabilaers and reqused Coss bracing be
installed during buss erection, in accordance with StabT¢er
Installation cuide.
REACTIONS. (Itds¢e) 3=53MIechaan-c4 4=21Meehanicdl, 5=187ra11-5 (min. 0-1-8)
Max H=6=81(LC 4)
Max Uptifl3=462(LC 20), 4=22(LC 17), 5=150(LC 28)
Max Grav3=53(LC 1), 4-2g(LC 3), 5=187(LC 1)
FORCES. (Ib) - Max. CompJN11m Ten. - AD forces 250 (b) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vut=160mph (3-second gust) Vasd=124mph; TCDL=42psf; BCDL=S.CW. "Sit CaL It Exp C; End., GCpi--0.16;
MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pal bottom chord live bad nonconcurrent with any other We loads.
3) Refer to gWer(s) for truss to truss connections.
4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 82lb uplttatJoint 3,22 to uplift at joint 4 and
150 lb uplift atjdM 5.
5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 )b down and 110lb up at 2.11-0,
and 30 lb down and 110 lb up at 2-11-0 on top chord, and 71 m up at 2-11.0, and 71 lb up at 2-11-0 on bottom chord. The
design/selection of such connection devica(s) is the responsibility of others.
6) In the LOAD CASE(S) Section, bads applied to the face of the truss are noted as frond (F) or back (13).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber 1nCease=1.25, Plate Increase=125
Uniform Loads (pit)
Vert 13=.54,14=20
Concentrated Loads (b)
Vert 6=72(F=36, B=36) 7--S4(F=47, B=47)
r
t ( 76051 ,
r
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