HomeMy WebLinkAboutTruss4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
P H : 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: 7RM CONSTR.
PROJECT: AVALON 2-STORY
.Y
FCOUNTY: INDIAN RIVER
w
H
LOT/BLK/MODEL: LOT:25 / MODEL:2 STORY u 'I REVIEWED FOR
0-,'CODE COMPLIANCE
JOB#: 76199 ST. LUCIE COUNTY
— ` BOCC
MASTER#: WTRMAV2
OPTIONS: NO OPTIONS FlL'L'mCGPY
/ Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3
�. f A-1 ROOF These truss designs rely on lumber values established by others.
TRUSSES
A.FLORIDA CORPORATION
RE: Job WTRMAV2
Site Information:
Customer Info: TRM CONSTRUCTION Project Name: AVALON 2-STORY
Lot/Block: Model: 2 STORY
Address: OCEAN ESTATES DRIVE, VERO BEACH Subdivision:
City: County: Indian River
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946 �—
State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading
Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 170
Roof Load: 55.0 psf Floor Load: 65.0 psf
This package includes 69 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
r-
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r`
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
1
A0261113
A01
6/27/19
13
A0261125
CA
6127/19
25
A0261137
CJ5A
6/27/19
2
A0261114
A02
6/27/19
14
A0261126
CJ1A
6/27/19
26
A0261138
CJ5B
6/27/19
3
A0261115
A03
6127/19
15
A0261127
CAB
6/27/19
27
A0261139
CJ5W
6/27/19
4
A0261116
A04
6/27/19
16
A0261128
CAC
6/27/19
28
A0261140
D01
6/27/19
5
A0261117
A05
6/27/19
17
A0261129
CAD
6/27/19
29
A0261141
D02
6/27/19
6
A0261118
A06
6/27/19
18
A0261130
CAW
6/27/19
30
A0261142
D03
6/27/19
7
A0261119
A10
6/27/19
19
A0261131
CJ3
6127/19
31
A0261143
D04
6/27/19
8
A0261120
B01
6/27/19
1 20
A0261132
CJ3A
6/27/19
32
A0261144
D05
6/27/19
9
A0261121
B02
6/27/19
21
A0261133
CJ313
6/27/19
33
A0261145
D06
6/27/19
10
A0261122
B03
6/27/19
22
A0261134
CJ3C
6/27/19
34
A0261146
D07
6/27/19
11
A0261123
C01
6/27/19
23
A0261135
CJ3W
6/27/19
35
A0261147
D08
6/27/19
12
A0261124 I
CO2
6/27/19
24
A0261136
CJ5
6/27/19
36
A0261148
I D09
6/27119
The truss dravAng(s) referenced have been prepared by MiTek Industries, Inc. under mydirect
supervision based on the parameters provided bvA-1 Roof Trusses. Ltd.
Truss Design Engineer's Name: Manuel Martinez
My license renewal date for the state of Florida is February 28,2021.
NOTE: The seal on these drawings indicate acceptance of professional engineering
responsibility solelyforthe truss components shown.
The suitability and use of components forany particular building is the responsibility of the building
designer, perANSIMPI-1 Sec. 2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction
documents (also referred to at times as'Structural Engineering Documents) provided bythe Building
Designer indicating the nature and characterof the work
The design criteria therein have been transferred to Manuel Martinez PE by [Al Roof Trusses orspec'fiic
location]. These TDDs (also referred to attimes as'Structural Delegated
Engineering Documents) are specialty structural component designs and may be part of the projecfs
deferred orphased submittals. As aTuuss Design Engineer(i.e, specialty
Engineer), the seal here and on the TDD represents an acceptance of professional engineering
responsibilityforthe design ofthe single Truss depicted on the TDD only. The Building Designeris
responsible forand shall coordinate and review the TDDs for
compatibility with the'rwdtten engineering requirements. Please review all TDDs and all related notes.
Manuel t' Digitally signed by Manuel
Mattinez
DN: c=US, o=M and E Associates
�45tiNALrIHt/r�p(6
Ma ez O1A�n=Man016ABAtinez 0
d �t1;tn=Manuel Martinez
DA. - 9.06.2715:5852-04'00'
No 47182 "»
95 STR � 8 C1F r� b �'F
'�dj85''airarAr �t'�*`
5E FB A5 F83 1812 BC78 10 52 849E ACES CA
Manuel Martinez, P.E.
tf
4620 ParkView Dr.
St Cloud, FL 34771
Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3
A-1 ROOF These truss -designs rely on lumber values established by others.
TRUSSES
A FLORIDA CORPORATION
RE: Job WTRMAV2
No. .
Seal #
Truss Name.
Date
No.
Seal #
Truss Name
Date
37
A02611149
D10
6/27/19
75
STDL06
STD. DETAIL .
6/27/19
38
A0261150
D11
6/27/19
76
STDL07
STD. DETAIL
6/27/19
39
A0261151 :
D12",
6/27/19
77
STDL08
STD. DETAIL
6/27/19
40
M261152
D13
6/27119
78
STDL09
STD. DETAIL
6/27/19
41
A0261153
D14
6/27/19
79
STDL10
STD. DETAIL
'6/27/19
42
A0261154 -
`D15
6/27/19
80
STDL11
STD. DETAIL
6/27/19
43
A0261155
D16
6/27/19
81
STDL12
STD. DETAIL
6/27/19
44
A0261156 ,
F01 '
6/27/19
82
STDL13
STD. DETAIL
6/27/19
45
=A0261157
F02
6/27/19
83
STDL14
STD. DETAIL
6/27/19
46
A0261158
F03
6/27/19
84
STDL15
STD. DETAIL
6/27/19
47
A0261159 ._
F04 '.
6/27/19
85
STDL16
STD. DETAIL
6/27119
48
A0261160
F05
6/27/19
49
A0261161
F06
6/27/19
50
A0261162
FG01
6/27/19
51
A0261163
FG02
6/27/19
52
A0261164
FG63
6/27/19
53
A0261165
FG04
6/27119
54
A0261166
FG05
6/27/19
55
A0261167
HJ3
6/27/19
56
A0261168
HJ3A
6/27/19
57
A0261169
HJ5
6/27/19
58
A0261170
HJ7
6/27/19
59
A0261171
HJ7B
6127/19
60
A0261172
HJ7C
6/27/19
61
A0261173
HJ7W
6/27/19
62
A0261174
J3
6/27/19
63
A0261175
J3A
6/27/19
64
A0261176
J5
6127/19
65
A0261177
J7
6/27/19
66
A0261178
J713
6/27/19
67
A0261179
J7C
6/27/19
68
A0261180
J7W
6/27/19
69
A0261181
VM02
6/27/19
70
STDL01
STD. DETAIL_
6/27/19
71
STDL02
.STD. DETAIL
6/27119
72
STDL03_ ; .,.
STD. Dt_ AIL
6/27/19
73
STDL64 '
- ',;-8,TD. DE"F4IL -
6/27/19
74
STDL05
STD.BETAIL..,
6/27/19
Page 2 of 2
Job
Truss
Truss Type
Qty
Ply
A0261113
WTRMAV2
A01
Hip Girder
1
1
Job Reference (optional)
A-1+R001l nlsses, Fort Pierce, i-L 3494b, design(cal truss.com KUn: b.Z1U s may 1b zu1S Print: t3.Z1U s May ib ZUIb Mi i eK incustnes, Inc. Wed Jun Zb 13:9b:4b ZU1U
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-NUwrSMEzU91f?MJS8U9w8pA_mjJ WpApkoEds:
-0-618 7-0-0 15-0-0 22-6-0 1 25-7-2 1 29-6-0 30-0,8
7-0-0
7x8 =
7-0-0
4x6 = 3x10 11
6x6 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 30.0
Plate Grip DOL
1.25
TC 0.56
Vert(LL)
0.19
8-9
>921
360
TCDL 15.0
Lumber DOL
1.25
BC 0.43
Vert(CT)
-0.23
9-11
>776
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.78
Horz(CT)
0.03
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x6 SP 2400F•2.OE
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W2,W3: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-6-14 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt 4-11, 4-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 0-8-0 except Ot=length)
6= 1 -0-0, 6= 1 -0-0.
(lb) - Max Horz
2= 68(LC 40)
Max Uplift
All uplift 100 lb or less at joint(s)
except 2=-702(LC 4), 9=-3065(LC 4),
6=-1014(LC 5)
Max Grav
All reactions 250 lb or less at joint(s)
except 2=1324(LC 19), 9=4316(LC 1),
6=1227(LC 20), 6=1222(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3084/1524, 3-16=-2855/1494,
16-17=-2857/1495, 17-18=-2859/1496,
18-19=-2863/1497, 4-19=-2865/1498,
4-20=-2543/2551, 20-21=-2540/2550,
21-22=-2536/2549, 5-22=-2534/2548,
5-6=-2750/2613
BOT CHORD
2-23=-1361/2834, 2-24=-1374/2852,
11-24=-1374/2852, 11-25=-478/398,
25-26=-478/398, 26-27=-478/398,
10-27=-478/398, 10-28=-478/398,
BOT CHORD
2-23=-1361/2834, 2-24=-1374/2852,
11-24=-1374/2852, 11-25=-478/398,
25-26=-478/398, 26-27=-478/398,
10-27=-478/398, 10-28=-478/398,
9-28=-478/398, 9-29=-478/398,
29-30=-478/398, 30-31=-478/398,
8-31=-478/398, 8-32=-2349/2534,
6-32=-2349/2534, 6-33=-2335/2515
WEBS
3-11=-6/549, 4-11=-1800/3446,
4-9=-3440/2533, 4-8=-2880/3132,
5-8=-220/483
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch right exposed; Lumber DOL=1.60
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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 702 lb uplift at
joint 2, 3065 lb uplift at joint 9 and 1014 lb uplift at joint
6.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
PLATES
MT20
Dead Load Defl. = 1/16 in
3x4 =
GRIP
244/190
Weight: 159 Ib FT = 10%
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 279
lb down and 339 lb up at 7-0-0, 138 lb down and 187
lb up at 9-0-12, 138 lb down and 187 lb up at 11-0-12
, 138 lb down and 187 lb up at 13-0-12, 138 lb down
and 187 lb up at 14-6-0, 138 lb down and 200 lb up at
16-5-4, 138 lb down and 200 lb up at 18-5-4, and 138
lb down and 200 lb up at 20-5-4, and 280 lb down and
368 lb up at 22-6-0 on top chord, and 629 lb down
and 359 lb up at 7-0-0, 274 lb down and 58 lb up at
9-0-12, 274 lb down and 58 lb up at 11-0-12, 274 lb
down and 58 lb up at 13-0-12, 274 lb down and 58 lb
up at 14-6-0, 274 lb down and 221 lb up at 16-5-4,
274 lb down and 221 lb up at 18-5-4, and 274 lb down
and 221 lb up at 20-5-4, and 629 lb down and 777 lb
up at 22-5-4 on bottom chord. The design/selection
of such connection device(s) is the responsibility of
others.
9) 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 (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (pif)
Vert: 1-3=-90, 3-5=-90, 5-7=-90, 2-6=-20
Concentrated Loads (lb)
Vert: 3=-208(F) 5=-209(F) 11 =-626(F) 8=-589(F)
16=-138(F) 17=-138(F) 18=-138(F)19=-138(F)
20=-138(F) 21=-138(F) 22=-138(F) 25=-132(F)
26=-1 32(F) 27=-1 32(F) 28=-1 32(F) 29=-1 32(F)
30=-132(F) 31=-132(F)
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
A02
Hip
1
1
' A0261114
Job Reference (optional)
m- i muoi i russes, run rierce, rL awavo, eesignLa-iiruss.com
3-6-2
4.00 F12
4x4 =
Kun: ts.z1 u s May io zuiu vnnt: ts.z1 u s May Id 2U18 MI I eK Industries, Inc. Wed Jun 26 13:36:47 20tg
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-rhUEfiFbFS9WcVufhBh9h0i7p7aQYc7u1 uNP
1-9-0 20-6-0 24-0-2 29-6-0 3 -0
I-9-0 5-9-0 3-6-2 5-5-14 -6-
3x10 =
4x4 =
Dead Load Defl. = 3/16 in
4x4 = 3x10 = 3x6 11 3x6 = 3x10 = 4x4
Plate Offsets
LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation ouide.
REACTIONS. All bearings 0-8-0 except Qt=length)
8=1-0-0, 10=0-3-8.
(lb) - Max Horz
2= 86(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
except 2=-356(LC 8), 13=-911(LC 8),
8=-334(LC 31), 10=-265(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
8 except 2=705(LC 23), 13=1954(LC 1),
10=810(LC 31)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1222/1033, 3-4=-628/470,
4-5=-526/490, 5-6=-447/427,
6-7=-536/398, 7-8=-1 0 10/870
BOT CHORD
2-21=-354/457, 2-22=-840/1133,
14-22=-840/1133, 14-23=-778/868,
13-23=-778/868, 12-13=-778/868,
12-24=-778/868, 11-24=-778/868,
11-25=-671/890, 10-25=-671/890,
8-1 0=-671/890
WEBS
3-14=-663/791, 4-14=-198/258,
5-14=-1110/1361, 5-13=-1858/1689,
5-11=-1040/1256, 6-11=-264/302,
7-11=-482/666
20-6-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TC 0.67
Vert(LL)
-0.2814-17
>629
360
BC 0.71
Vert(CT)
-0.4614-17
>388
240
WB 0.84
Horz(CT)
0.01 8
n/a
n/a
Matrix -MS
WEBS
3-14=-663/791, 4-14=-198/258,
5-14=-1110/1361, 5-13=-1858/1689,'
5-11 =-1 040/1256, 6-11=-264/302,
7-11=-482/666
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 356 lb uplift at
joint 2, 911 lb uplift at joint 13, 334 lb uplift at joint 8
and 265 lb uplift at joint 10.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
244/190
Weight: 133 Ib FT = 10%
V
A
A
iM
0
Job
Truss
Truss Type
city
Ply
A0261115
WTRIVIAV2
A03
Hip
1
1
Job Reference (optional)
A-14Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:48 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-Jt2ct2GDOmHNEfrrFvCODEFGOX rH541FY6zWiz2PdD
1F_Q_6t8 5-5-1 11-0-0 14-9-0 1 18-6-0 24-0-14 29-6-0 39-0r8
-6- 5-5-1 5-6-14 3-9-0 3-9-0 5-6-15 5-5-2 -6-
4x6 =
3x10 = 46 =
Dead Load Def. =1/4 in
3x6 =
3x10 = 3x6 = 3x6 II 3x10 = 3x6 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL
30.0
Plate Grip DOL
1.25
TC 0.74
Vert(LL)
-0.38 14-17
>463
360
TCDL
15.0
Lumber DOL
1.25
BC 0.50
Vert(CT)
-0.65 14-17
>273
240
BCLL
0.0
Rep Stress Incr -
YES
WB ' 0.73
Horz(CT)
0.01 8
n/a
n/a
BCDL
10.0
Code FBC2017/71312014
Matrix -MS
LUINBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-15 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 0-8-0 except Qt=length)
8=1-0-0, 10=0-3-8.
(lb) - Max Horz
2=-104(LC 13)
Max Uplift
All uplift 100 lb or less atjoint(s)
except 2=-322(LC 8), 12=-959(LC 8),
8=-449(LC 31), 10=-111(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
8 except 2=680(LC 23), 12=2059(LC 1),
10=900(LC 31)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1190/928, 3-4=-250/130,
7-8=-1006/845
BOT CHORD
2-21=-331/484, 2-22=-752/1115,
14-22=-752/1115, 14-23=-916/1127,
13-23=-916/1127, 12-13=-916/1127,
12-24=-916/1127, 11-24=-916/1127,
11-25=-667/902, 10-25=-667/902,
8-10=-667/902, 8-26=-280/45
WEBS
3-14=-1013/1197, 4-14=-399/489,
5-14=-1014/1240, 5-12=-2071/1789,
5-11=-985/1164, 6-11=-437/504,
7-11=-834/1126
NOTES-
1) Unbalanced roof live.loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 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 nonconcurrent with any other live
loads.
5) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 322 lb uplift at
joint 2, 959 lb uplift at joint 12, 449 lb uplift at joint 8
and 111 lb uplift at joint 10.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
244/190
Weight: 138 Ib FT = 10%
0
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
AO4
Hip
1
1
0
` A0261116
Job Reference (optional)
,v- i mom i russes, rorr coerce, rL a4e4o, oesignLaliruss.com
Kun: ts.L1u s May ib [nits runt: 6.21u s May 18 2U18 MITek Industries, Inc. Wed Jun 26 13:36:49 201+9
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-n3c_4OGm4PEsp21 pcjdmRoP4xIHObtBUCsW2
14-9-0 , 16-6-0 , 22-10-1 2g-6-n sn-n.
4x6 = 1.5x4 11 4x6 =
Dead Load Deft. = 1116 in
4x6 = 4x4 = 5x8 = 4x4 = 4x6:::::
6-7-15
LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-2 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing,
Except:
8-1-8 oc bracing: 2-13.
WEBS
1 Row at midpt 4-13, 6-11
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 0-8-0 except (jt=length)
8=1-0-0, 10=0-3-8.
(lb) - Max Horz
2= 123(LC 12)
Max Uplift
All uplift 100 lb or less at joint(s)
except 2=-308(LC 8), 12=-937(LC 8),
8=-239(LC 31), 10=-419(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
8 except 2=615(LC 23), 12=2222(LC 1),
10=701(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-912/608, 3-4=-968/900,
4-5=-679/1049, 5-6=-679/1049,
6-7=-777/678, 7-8=-759/408
BOT CHORD
2-20=-261/380, 2-21=-418/821,
13-21=-418/821, 13-22=-635/799,
12-22=-635/799, 12-23=-650/815,
11-23=-650/815, 11-24=-224/643,
10-24=-224/643, 8-10=-224/643
WEBS
3-13=-654/858, 4-13=-1472/1487,
CSI.
DEFL.
in (loc)
I/deft
L/d
TC 0.88
Vert(LL)
-0.2612-13
>672
360
BC 0.62
Vert(CT)
-0.3411-12
>493
240
WB 0.57
Horz(CT)
0.01 8
n/a
n/a
Matrix -MS
WEBS
3-13=-654/858, 4-13=-1472/1487,
4-12=-1113/1114, 6-12=-1072/1072,
6-11=-1240/1262, 7-11=-587/789
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Extenor(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
exposed;C-C for members and forces & MWFRS, for
reactions shown; Lumber DOL=1,60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 376-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 308 lb uplift at
joint 2, 937 lb uplift at joint 12, 239 lb uplift at joint 8
and 419 lb uplift at joint 10.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
244/190
Weight: 139 Ib FT = 10%
Job
Truss
Truss Type
Qty
Ply
A0261117
WTRMAV2
A05
Common
1
1
Job Reference (optional)
A-VRoof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:50 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-FGAMIkHUYNY4TzdENKEslfKY3Ldil1 KKjsb3bbz2PdS
-11 -Q-6T8 6-7-15 14-9-0 22-10-1 29-6-0 30-Or8
6- 6-7-15 8-1-1 8-1-1 6-7-15 -6-
4.00 12 5x10 MT20HS=
Dead Load Deft. = 1116 In
3x8 = 1.5x4 11 5x8 = 1.5x4 11 3x8 =
LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017ITP12014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except`
T1: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt 7-1213-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings 0-8-0 except (jt=length)
8=1-0-0, 10=0-3-8.
(lb) - Max Horz
2=138(LC 16)
Max Uplift
All uplift 100 lb or less at joint(s)
except 2=-300(LC 8), 12=-924(LC 8),
8=-203(LC 31), 10=-299(LC 9)
Max Grav
All reactions 250 lb or less at joint(s)
8 except 2=614(LC 23), 12=2244(LC 1),
10=607(LC 31)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-971/639, 3-4=-694/839,
4-5=-681/1047, 5-6=-683/1049,
6-7=-696/888, 7-8=-857/496
BOT CHORD
2-20=-258/385, 2-21=-461 /890,
13-21=-461/890, 13-22=-461/890,
12-22=-461/890, 12-23=-316/752,
11-23=-316/752, 11-24=-316/752,
10-24=-316/752, 8-10=-316/752
WEBS
5-12=-1268/1232, 7-12=-1441/1465,
7-11=01331, 3-12=-1607/1618, 3-13=0/355
CSI.
DEFL.
in (loc)
I/deft
L/d
TC 0.99
Vert(LL)
-0.2612-13
>673
360
BC 0.60
Vert(CT)
-0.3411-12
>493
240
WB 0.62
Horz(CT)
0.03 8
n/a
n/a
Matrix -MS
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) All plates are MT20 plates unless otherwise
indicated.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 300 lb uplift at
joint 2, 924 lb uplift at joint 12, 203 lb uplift at joint 8
and 299 lb uplift at joint 10.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 129 Ib FT = 10%
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
A06
Common
5
1
Lb` (, A0261118
Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:51 2099 Page 1
ID:YwMtazYTmRGkHb8J_rTy?Kyn003-kSkkV416Jhgx57BQwll5rstl?kw2UV UxWLd71z2PdA
()-6i8 7-7-13 14-9-0 21-10-3 29-6-0 30-0'8
0-6-8 7-7-13 7-1-3 7-1-3 7-7-13 0-6-18
4.0012
5x10 MT20HS=
Dead Load Defl. = 5/16 in
3x4 = 5x10 MT20HS= 3x4 = 3x8 =
M =
LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 3-8-8 oc bracing.
WEBS
1 Row at midpt 5-10, 5-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1667/0-8-0 (min.0-1-15)
8 =
1667/0-8-0 (min. 0-1-15)
Max Horz
2 =
138(LC 12)
Max Uplift
2 =
-768(LC 8)
8 =
-768(LC 9)
Max Grav
2 =
1667(LC 1)
8 =
1667(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4009/3569, 3-4=-3595/3256,
4-5=-3481 /3277, 5-6=-3481 /3277,
6-7=-3595/3256, 7-8=-4009/3568
BOT CHORD
2-19=-118711372, 2-20=-3213/3752,
12-20=-3213/3752, 12-21 =-1 902/2440,
11-21=-190212440, 11-22=-1902/2440,
10-22=-1902/2440, 10-23=-3216/3752,
8-23=-3216/3752, 8-24=-1193/1372
WEBS
5-10=-1003/1214, 7-10=-756/959,
5-12=-1003/1214, 3-12=-756/959
CSI.
DEFL.
in (loc)
I/defi
L/d
TC 0.85
Vert(LL)
-0.5010-12
>704
360
BC 0.79
Vert(CT)
-0.8210-12
>432
240
WB 0.46
Horz(CT)
0.12 8
n/a
n/a
Matrix -MS
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise
indicated.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
5) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 768 lb uplift at
joint 2 and 768 lb uplift at joint 8.
7) This truss has been designed for a moving
concentrated load of 200.0lb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 122 Ib FT = 10%
Job
Truss
Truss Type
Qty
Ply
A0261119
WTRMAV2
A10
JACK -OPEN GIRDER
1
1
Job Reference (optional)
A-i1Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:51 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-kSkkV416Jhgx57BQw115rsttwkvDUcfUxWLd71 z2PdA
3-0-0
3-0-0
LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
NO
BCDL
10.0
Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 8-7-2 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
977/0-8-0 (min. 0-1-8)
3 =
643/Mechanical
Max Horz
1 =
123(LC 8)
Max Uplift
1 =
-372(LC 8)
3 =
-320(LC 8)
Max Grav
1 =
977(LC 1)
3 =
643(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 372 lb uplift at
joint 1 and 320 lb uplift at joint 3.
5x6 =
3-0-0
2x4 11
CSI.
DEFL.
in
(loc)
I/deft
Ud
TC 0.34
Vert(LL)
-0.02
3-6
>999
360
BC 0.84
Vert(CT)
-0.03
3-6
>999
240
WB 0.04
Horz(CT)
0.01
1
n/a
n/a
Matrix -MP
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1306 lb down and 548 lb up at 1-0-12 on bottom
chord. The design/selection of such connection
device(s) is the responsibility of others.
8) 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 (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-90, 3-4=-20
Concentrated Loads (lb)
Vert: 7=-1306(B)
PLATES GRIP
MT20 244/190
Weight: 15 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
B01
Monopitch
14
1
' A0261120
Job Reference (optional)
A-i Roof Trusses, Fort Pierce, FL 34946, cesignLaltruss.com Kun: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:52 20% Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-CeH7jPJk4_ooj HmcUIGKN4P2B8NND3SdAA5AfTz2Pd9
4-6-0
0-6-8 ' 4-6-0
3
3x4 = 3x4 =
4-6-0
Plate Offsets
LOADING(psf)
SPACING-
2-0-0
CS'.
DEFL. in
floc)
I/deft
Ud
TCLL
30.0
Plate Grip DX
1.25
TC 0.37
Vert(LL) -0.04
4-7
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.34
Vert(CT) -0.06
4-7
>860
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
2
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
271/0-8-0 (min. 0-1-8)
4 =
221/0-3-0 (min. 0-1-8)
Max Horz
2 =
118(LC 8)
Max Uplift
2 =
-145(LC 8)
4 =
-125(LC 12)
Max Grav
2 =
317(LC 25)
4 =
301(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-161/267
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Bearing at joint(s) 4 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 145 lb uplift at
joint.2 and 125 lb uplift at joint 4.
6) This truss has been designed for a moving .
concentrated load of 200.01b live located at all mid
panels and at all panel. points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
AO261121
V TRMAV2
B02
Monopitch
7
1
Job Reference (optional)
A -*Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:53 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-grrVwlJMrlwfKQLo2SnZwHyBJYINyWimPggkBvz2Pd8
-0-6-8 5-2-0
0-6-8 5-2-0
5x6 =
3X4 =
3x4 =
1-0-0
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL. in
(loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.25
TC 0.48
Vert(LL) -0.03
5-12
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.22
Vert(CT) -0.03
5-12
>999
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00 ,
5
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-2-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
-64/1-0-0 (min. 0-1-8)
5 =
167/0-3-0 (min. 0-1-8)
3 =
535/0-3-8 (min. 0-1-8)
Max Horz
2 =
155(LC 8)
Max Uplift
2 =
-192(LC 25)
5 =
-95(LC 8)
3 =
-312(LC 12)
Max Grav
2 =
156(LC 26)
5 =
276(LC 29)
3 =
535(LC .1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-251/91, 4-5=-144/256
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Bearing atjoint(s) 5 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 192 lb uplift at
joint 2, 95 lb uplift at joint 5 and 312 lb uplift at joint 3.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 21 lb FT = 10%
Job
Truss
Truss Type Qty
Ply
WTRMAV2
B03
Half Hip Girder 1
1
' A0261122
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL j454t5, design(o_)altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:54 2099 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-81 Pt75K_bc2Wyaw?cAJoTWR6y4LhzJweUaHkMz2Pd7
-0-6-8 3-0-0. 4-4-0
0-6-11 3-0-0 1-4-n
3x4
LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 *
Rep Stress Incr
NO
BCDL
10.0
Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 *Except*
W1: 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-4-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
41/1-0-0 (min. 0-1-8)
3 =
384/0-3-8 (min. 0-1-8)
15 =
146/0-3-0 (min. 0-1-8)
Max Horz
2 =
113(LC 4)
Max Uplift
2 =
-186(LC 21)
3 =
-236(LC 8)
15 =
-132(LC 4)
Max Grav
2 =
136(LC 23)
3 =
599(LC 21)
15 =
338(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
5-6=-62/331
WEBS
5-15=-354/138
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
CSI.
DEFL. in
(loc)
I/defl
Ud
TC 0.15
Vert(LL) -0.02
7-14
>999
360
BC 0.30
Vert(CT) -0.02
7-14
>999
240
WB 0.04
Horz(CT) -0.00
15
n/a
n/a
Matrix -MP
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in, all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Bearing at joint(s) 15 considers parallel to grain
value using ANSI/TPI 1 angle to grain formula.
Building designer should verify capacity of bearing
surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 186 lb uplift at
joint 2, 236 lb uplift at joint 3 and 132 lb uplift at joint
15.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) Graphical purlin representation does not depict the
size or the orientation of the purlin along the top and/or
bottom chord.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 62
lb down and 87 lb up at 3-10-12, and 53 lb down and
77 lb up at 3-0-0 on top chord, and 200 lb down and
18 lb up at 3-0-0 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
10) 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 (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-9=-90, 3-4=-90, 7-11=-20
Concentrated Loads (lb)
Vert: 4=-38(F) 5=-62(F) 7=-21(F)
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
A0261123
WTRMAV2
C01
Half Hip Girder
1
1
Job Reference (optional)
A-IA'Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:55 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-cDzFLRLcMvANakVB9tg1?i1 UhMHLQGu3s8JgGoz2Pd6
-1 4-0 , 7-0-0 12-2-0 17-4-0
1-4-0 7-0-0 5-2-0 5-2-0
3x4 = vxo — 2x4 1I
3x8 = 10x10 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.68
Vert(LL)
0.12
9-11
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.89
Vert(CT)
-0.14
9-11
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.66
Horz(CT)
0.04
6
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-4-12 oc bracing.
WEBS
1 Row at midpt 4-6
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1811/0-8-0 (min. 0-2-2)
6 =
2293/Mechanical
Max Horz
2 =
347(LC 8)
Max Uplift
2 =
-1078(LC 8)
6 =
-1559(LC 5)
Max Grav
2 =
1811(LC 1)
6 =
2293(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2844/1741,3-12=-2347/1623,
12-13=-2347/1623, 4-13=-2347/1623,
5-6=-507/447
BOT CHORD
2-16=-1580/2288, 2-17=-1619/2329,
9-17=-1619/2329, 8-9=-1361/2000,
8-18=-1361/2000, 18-19=-1361/2000,
7-19=-1361/2000, 7-20=-1361/2000,
20-21=-1361/2000, 21-22=-1361/2000,
6-22=-1361/2000
WEBS
3-9=-182/566,4-9=-397/447,4-7=-28/448,
4-6=-2527/1718
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Concentrated loads from layout are not present in
Load Case(s): #101 1st Moving Load; #201 2nd
Moving Load; #301 3rd Moving Load; #401 4th
Moving Load; #501 5th Moving Load; #601 6th
Moving Load; #701 7th Moving Load; #801 8th
Moving Load; #901 9th Moving Load.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) . This truss has been designed for a live load of
20.Opsf, on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7.) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 1078 lb uplift
at joint 2 and 1559 lb uplift at joint 6.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 335
lb down and 495 lb up at 7-0-0, 292 lb down and 267
lb up at 9-0-12, 292 lb down and 267 lb up at 11-0-12
, 292 lb down and 267 lb up at 13-0-12, and 292 lb
down and 267 lb up at 15-0-12, and 268 lb down and
261 lb up at 17-2-4 on top chord, and 481 lb down
and 336 lb up at 7-0-0, 94 lb down and 36 lb up at
9-0-12, 94 lb down and 36 lb up at 11-0-12, 94 lb
down and 36 lb up at 13-0-12, and 94 lb down and 36
lb up at 15-0-12, and 112 lb down and 27 lb up at
17-2-4 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
11
Dead Load Defl. = 1/16 In
PLATES GRIP
MT20 244/190
Weight: 105 Ib FT = 10%
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-90, 3-5=-90, 2-6=-20
Concentrated Loads (lb)
Vert: 3=-264(B) 5=-217(B) 8=-84(B) 9=-481(B)
6=-92(B)12=-178(B) 13=-178(B)14=-178(B)
15=-178(B) 19=-84(B) 20=-84(B) 22=-84(B)
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
CO2
Roof Special Girder
1
1
` A0261124
Job Reference (optional)
A-1 Koot I cusses, tort Pierce, 1-L 3454b, deslgn(aal truss.com
Run: 6.210 s May 16 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:56 2019
4-4-0
5x6 11
1.5x4 II
3x8 = 3x10 11 4%b = 7x8 =
10x10 =
Dead Load Defl. = 1/16 in
7-0-0 11-4-0 12-4-5 17-4-0
7-0-0 4 4-0 1-0-8 4-11-8
Plate Offsets (X,Y)-- [2:0-9-4,0-1-51
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.89
Vert(LL) 0.12 10-12 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.84
Vert(CT) -0.14 10-12 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.70
Horz(CT) 0.03 7 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 112 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP N0.2 *Except*
T1: 2x4 SP M 30
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-8-14 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-8-8 oc bracing.
WEBS
1 Row at midpt 5-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
1422/Mechanical
2 =
1669/0-8-0 (min. 0-2-0)
Max Horz
2 =
392(LC 36)
Max Uplift
7 =
-811(LC 5)
2 =
-952(LC 8)
Max Grav
7 =
1422(LC 1)
2 =
1669(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2556/1494, 3-13=-1617/974,
4-13=-1617/974, 4-5=-1913/1196
BOT CHORD
2-14=-1413/2041, 2-15=-1451/2081,
10-15=-1451/2081, 9-10=-1466/2111,
8-9=-1466/2111, 8-16=-745/1206,
7-16=-745/1206
WEBS
3-10=-424/836, 3-8=-689/624,
4-8=-1217/851, 5-8=-1235/1845,
5-7=-1652/1028
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) Concentrated loads from layout are not present in
Load Case(s): #101 1st Moving Load; #201 2nd
Moving Load; #301 3rd Moving Load; #401 4th
Moving Load; #501 5th Moving Load; #601 6th
Moving Load; #701 7th Moving Load; #801 8th
Moving Load; #901 9th Moving Load.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 811 lb uplift at
joint 7 and 952 lb uplift at joint 2.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 409
lb down and 497 lb up at 7-0-0, and 295 lb down and
274 lb up at 9-0-12 on top chord, and 551 lb down
and 378 lb up at 7-0-0, and 93 lb down and 36 lb up
at 9-0-12 on bottom chord. The design/selection of
such connection device(s) is the responsibility of
others.
11) 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
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-90, 3-4=-90, 4-5=-90, 5-6=-90, 2-7=-20
Concentrated Loads (lb)
Vert: 3=-264(F) 9=-85(F) 10=-551(F) 13=-187(F)
Job
Truss
Truss Type
Qty
Ply
A0261125
WTRMAV2
CA
Corner Jack
3
1
Job Reference (optional)
A-11ROOf Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:57 2019 Page 1
I D:YwMtazYTmRGkHbBJ_pTy?Kyn003-Yc50m7NtuXQ5p2faHIsV477_A99auKhMKSoxKhz2Pd4
-0-6-8 , 9-11-
1
0-6-8 0-11-11
4.00 12
2x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
TCLL
30.0
Plate Grip DOL
1.25
TC 0.04
TCDL
15.0
Lumber DOL
1.25
BC 0.01
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
108/0-8-0 (min. 0-1-8)
4 =
34/Mechanical
Max Horz
2 =
41(LC 8)
Max Uplift
2 =
-84(LC 8)
4 =
-22(LC 12)
Max Grav
2 =
108(LC 1)
4 =
34(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 84 lb uplift at joint
2 and 22 lb uplift at joint 4.
DEFL. in (loc) I/defl Ud PLATES GRIP
Vert(LL) -0.00 5 >999 360 MT20 244/190
Vert(CT) -0.00 5 >999 240
Horz(CT) 0.00 4 n/a n/a
Weight: 4 lb FT = 10%
Job
Truss
Truss Type Qty
Ply
WTRMAV2
CJ1A
Corner Jack 1
1
A0261126
Job Reference (optional)
A-i moor Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 2613:36:57 20$9 Page 1
I D:YwMtazYTm RG kHb8J_pTy?Kyn003-Yc5Om7 Ntu XQ5p2faH I sV477zH96Tu Kh M KSoxKhz2Pd4
-0-6-8 0-11-11
0-6-8 0-11-11
4.00 12
2x4 =
LOADING (psf)
SPACING-
2-0-0
CS'.
DEFL.
in (loc)
I/deft
Ud
TCLL 30.0
Plate Grip DX
1.25
TC 0.09
Vert(LL)
0.00 2
n/r
120
TCDL 15.0
Lumber DOL
1.25
BC 0.21
Vert(CT)
0.00 2
n/r
80
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 0-11-11 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
158/0-11-8 (min. 0-1-8)
4 =
-13/0-11-8 (min. 0-1-8)
Max Horz
2 =
53(LC 8)
Max Uplift
2 =
-155(LC 8)
4 =
-13(LC 1)
Max Grav
2 =
158(LC 1)
4 =
16(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 155 lb uplift at
joint 2 and 13 lb uplift at joint 4.
5) Non Standard bearing condition. Review required.
PLATES GRIP
MT20 244/190
Weight: 4 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
WfRMAV2
CJ1B
Corner Jack
3
1
A0261127
Job Reference (optional)
A-1'Roof Trusses, Fort Pierce, FL 34946; design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:58 2019 Page 1
I D:YwMtazYTmRGkHb8J_pTy?Kyn003-OofOzTNVfgYyRCEmr?NkdLf5NZV5dnxWY6YVt7z2Pd3
-1-4-0 0-11-11
1-4-0 0-11-11
N
LOADING (ps2
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
-0.00
7
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.06
Vert(CT)
0.00
7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00 '
Horz(CT)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matdx-MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
1/Mechanical
2 =
241/0-8-0 (min.0-1-8)
4 =
-22/Mechanical
Max Horz
2 =
85(LC 12)
Max Uplift
3 =
-6(LC 13)
2 =
-128(LC 12)
4 =
-22(LC 1)
Max Grav
3 =
17(LC 8)
2 =
241(LC 1)
4 =
24(LC 16)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 6 lb uplift at
joint 3, 128 lb uplift at joint 2 and 22 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
CJ1C
Corner Jack
10
1
A0261128
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:59 2099 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-V?DmBpO7Q8gp2LpyOjuzAYCG7zg9MEBfnmH2P712Pd2
-1-4-0 0-11-11
1 4-0 0-11-11
3x4 i
0-11-11
0-11-11
,
Plate Offsets (X,Y)--
12:0-1-0,0-1-81
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
0.00
7
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.07
Vert(CT)
0.00
7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
1/Mechanical
2 =
241/0-8-0 (min. 0-1-8)
4 =
-22/Mechanical
Max Horz
2 =
85(LC 12)
Max Uplift
3 =
-17(LC 12)
2 =
-111(LC 12)
4 =
-22(LC 1)
Max Grav
3 =
17(LC 8)
2 =
241(LC 1)
4 =
18(LC 16)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom,
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 17 lb uplift at
joint 3, 111 lb uplift at joint 2 and 22 lb uplift at joint 4.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
city
Ply
WTRMAV2
CAD
Corner Jack
1
1
A0261129
Job Reference (optional)
A-4 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:36:59 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-V?DmBpO7Q8gp2LpyOjuzAYCKzzrxM EBfnmH2PZz2Pd2
0-11-11
0-11-11
N
2x4 =
0-11-11
0-11-11
LOADING (psf)
SPACING-
2-0-0
CS'-
DEFL. in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DX
1.25
TC 0.02
Vert(LL) -0.00
6
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.02
Vert(CT) -0.00
6
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 3 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
53/Mechanical
2 =
32/Mechanical
3 =
21/Mechanical
Max Horz
1 =
41(LC 12)
Max Uplift
1 =
-12(LC 12)
2 =
-29(LC 12)
3 =
-11.(LC 12)
Max Grav
1 =
53(LC 19)
2 =
39(LC 19)
3 =
24(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 12 lb uplift at
joint 1, 29 lb uplift at joint 2 and 11 lb uplift at joint 3.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
city
Ply
WTRMAV2
CJ1 W
Jack -Open Supported Gable
2
1
` A0261130
Job Reference (optional)
A-1 Root Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:00 20111 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-zBm8O8PIBSoggVNgyQPCimIUWN8A5hRoOQ1 bx0z2Pd1
0-6-8 0-11-11
0-6-8 0-11-11
4.00 F12
2x4 =
, --11
0-11-11011
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.09
Vert(LL) 0.00 2 n/r 120
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.21
Vert(CT) 0.00 2 n/r 80
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.00 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 4 lb - FT = 10%
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 0-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
158/0-11-8 (min. 0-1-8)
4 =
-13/0-11-8 (min. 0-1-8)
Max Horz
2 =
53(LC 8)
Max Uplift
2 =
-155(LC 8)
4 =
-13(LC 1)
Max Grav
2 =
158(LC 1)
4 =
16(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 155 lb uplift at
joint 2 and 13 lb uplift at joint 4.
8) Non Standard bearing condition. Review required.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
CJ3
Corner Jack
2
1
AO261131
Job Reference (optional)
A -+Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:00 2019 Page 1
ID:YWMtaZYrmRGkHb8J_pTy?Kyn003-zBm8O8PIBSoggVN9yQPCimITQN9b5hRoOQ1 bXOz2Pd1
-0-6-8 2-11-11
0-6-8 2-11-11
2x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.16
Vert(LL) -0.01
4-7
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.19
Vert(CT) -0.01
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 10 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
106/Mechanical
2 =
209/0-8-0 (min. 0-1-8)
4 =
51/Mechanical
Max Horz
2 =
90(LC 8)
Max Uplift
3 =
-77(LC 12)
2 =
-120(LC 8)
4 =
-12(LC 12)
Max Grav
3 =
106(LC 1)
2 =
209(LC 1)
4 =
55(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf, h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 77 lb uplift at
joint 3, 120 lb uplift at joint 2 and 12 lb uplift at joint 4.
LOAD CASE(S)
Standard
Job
Truss
Truss Type Qty
Ply
WTRMAV2
CJ3A
Corner Jack 3
1
' A0261132
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:01 201 J Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-RNKWbUQNyIwXlfyLW8xRFzHccmU9g8hyF4m9TSz2Pd0
2-11-11
2-11-11
M
af)
2x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 30.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
-0.01
4-7
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.23
Vert(CT)
-0.02
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
100/Mechanical
2 =
298/0-8-0 (min.0-1-8)
4 =
36/Mechanical
Max Horz
2 =
169(LC 12)
Max Uplift
3 =
-95(LC 12)
2 =
-119(LC 12)
4 =
-4(LC 12)
Max Grav
3 =
121(LC 19)
2 =
298(LC 19)
4 =
53(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 95 lb uplift at
joint 3, 119 lb uplift at joint 2 and 4 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 12 lb FT = 10%
Job
Truss
Truss Type
city
Ply
A0261133
WTRMAV2
CJ3B
Corner Jack
8
1
Job Reference (optional)
A-4�Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:02 2019 Page 1
ID:YwMtazYTmRGkHbBJ_rTy?Kyn003-vZuvpgQ?j32NvpXX4rSgnBgnMAgWZbx5TjWi0uz2Pd?
-1-4-0 2-11-11
1-4-0 2-11-11
3A =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
-0.01
4-7
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.22
Vert(CT)
-0.02
4-7
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.01
3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
104/Mechanical
2 =
298/0-8-0 (min.0-1-8)
4 =
32/Mechanical
Max Horz
2 =
169(LC 12)
Max Uplift
3 =
-106(LC 12)
2 =
-108(LC 12)
4 =
-4(LC 12)
Max Grav
3 =
128(LC 19)
2 =
298(LC 1)
4 =
53(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 106 lb uplift at
joint 3, 108 lb uplift at joint 2 and 4 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 12 lb FT = 10%
Job
Truss
Truss Type
city
Ply
WTRMAV2
CJ3C
Corner Jack
1
1
` A0261134
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com
2x4 =
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:02 2019 Page 1
I D:YwMtazYTmRGkHb8J_pTy?Kyn003-vZuvpgQ?j32NvpXX4rSgnBgo IAr3Zbx5TjWi0uz2Pd?
2-11-11
2-11-11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.20
Vert(LL)
-0.01
3-6
>999
360
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.19
Vert(CT)
-0.01
3-6
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
2
We
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 10 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
160/Mechanical
2 =
111/Mechanical
3 =
49/Mechanical
Max Horz
1 =
126(LC 12)
Max Uplift
1 =
-40(LC 12)
2 =
-103(LC 12)
3 =
-14(LC 12)
Max Grav
1 =
162(LC 19)
2 =
133(LC 19)
3 =
57(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 40 lb uplift at
joint 1, 103 lb uplift at joint 2 and 14 lb uplift at joint 3.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
A0261135
WTRMAV2
CJ3W
Jack -Open Structural Gable
2
1
Job Reference (optional)
A -$'Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:03 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy7Kyn003-NmSHOARdU NAEXz6jdYzvKON_5aBsl2BFiN FFYKz2Pd_
-0-6-8 , 2-11-11 ,
� 2-11-11
u4
3x4 ._
LOADING(psf)
SPACING-
2-0-0
CSI.
TCLL
30.0
Plate Grip DOL
1.25
TC 0.14
TCDL
15.0
Lumber DOL
1.25
BC 0.09
BCLL
0.0 "
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2017lrP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings Mechanical except Qt=length)
2=1-0-0, 3=0-3-8.
(lb) - Max Horz
2= 110(LC 8)
Max Uplift
All uplift 100 lb or less at joint(s) 4,
2 except 3=-154(LC 12)
Max Grav
All reactions 250 lb or less at joint(s)
4, 2, 5 except 3=257(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
3) Gable studs spaced at 2-0-0 oc.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) -0.00 12 >999 360 MT20 244/190
Vert(CT) -0.00 5-12 >999 240
Horz(CT) -0.00 4 n/a n/a
Weight: 10 lb FT = 10%
5) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joints) 4, 2 except Qt=lb) 3=154.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Piy
' A0261136
W7RMAV2
CJ5
Corner Jack
2
1
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:04 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-ryOfEWSGFg1597hwBGU8tcvl S_PE1VQOxl?p3nz2Pcz
-0-6-8 , 4-11-11
0-6-8 4-11-11
3x4 =
LOADING (psf)
SPACING-
2-0-0
CS'.
DEFL. in
(loc)
I/deft
Ud
TCLL 30.0
Plate Grip Di
1.25
TC 0.61
Vert(LL) 0.09
4-7
>658
360
TCDL 15.0
Lumber DOL
1.25
BC 0.59
Vert(CT) -0.08
4-7
>701
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
3
n/a
" n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
187/Mechanical
2 =
317/0-8-0 (min. 0-1-8)
4 =
81/Mechanical
Max Horz
2 =
139(LC 8)
Max Uplift
3 =
-139(LC 12)
2 =
-163(LC 8)
4 =
-13(LC 12)
Max Grav
3 =
187(LC 1)
2 =
317(LC 1)
4 =
94(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0A8; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except (jt=lb) 3=139, 2=163.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 16 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
A0261137
WTRMAV2
CJSA
Corner Jack
3
1
Job Reference (optional)
A=Q`Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:04 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-ryOfEWSGFg1597hwBGUBtcvOV_PP1 VQOx1?p3nz2Pcz
4-11-11
4-11-11
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.67
Vert(LL)
-0.07
4-7
>817
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.58
Vert(CT)
-0.11
4-7
>532
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 18 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
184/Mechanical
2 =
398/0-8-0 (min.0-1-8)
4 =
71/Mechanical
Max Horz
2 =
255(LC 12)
Max Uplift
3 =
-174(LC 12)
2 =
-141(LC 12)
4 =
-11(LC 12)
Max Grav
3 =
222(LC 19)
2 =
399(LC 19)
4 =
94(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except at --lb) 3=174, 2=141.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
city
Ply
W7RMAV2
CJSB
Corner Jack
1 i
1
4 A0261138
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:05 201 J Page 1
ID:YwMtazYTmRGkHb8J_pTy?KynO03-J8al RsTuO_QymGG61z?NPpSBaOmEmygX9hkMcDz2Pcy
i 4-11-11
4-11-11
U4=
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
0.08
3-6
>747
360
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.54
Vert(CT)
-0.10
3-6
>562
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-11 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
270/Mechanical
2 =
191/Mechanical
3 =
79/Mechanical
Max Horz
1 =
212(LC 12)
Max Uplift
1 =
-69(LC 12)
2 =
-179(LC 12)
3 =
-17(LC 12)
Max Grav
1 =
273(LC 19)
2 =
229(LC 19)
3 =
96(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3 except Qt=1b) 2=179.
LOAD CASE(S)
Standard
Job
Truss
Truss Type Qty
Ply
A0261139
WTRMAV2
CJSW
Corner Jack 2
1
Job Reference (optional)
A-P Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:06 2019 Page 1
I D:YwMtazYTmRGkHb8J_pTy?Kyn003-nLBPfCU WnIZpOQrIJhWcy1?PGn7pVPwhOLUw8fz2Pcx
-0-6-8 , 4-11-11
0-6-8 4-11-11
3x4 =
4-11-11
Plate Offsets (X,Y)-- [2:0-1-10,Edge].__....... _._....... ___..._.._..___._.._._— .........
__._._...._.____.
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.46
Vert(LL) 0.16
4-7
>372
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.45
Vert(CT) 0.14
4-7
>409
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-11-1.1 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
187/Mechanical
2 =
317/1-0-0 (min. 0-1-8)
4 =
80/Mechanical
Max Horz
2 =
139(LC 8)-
Max Uplift
3 =
-161(LC 8)
2 =
-288(LC 8)
4 =
-114(LC 8)
Max Grav
3 =
187(LC 1)
2 =
317(LC 1)
4 =
94(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 3=161, 2=288, 4=114.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
D01
HIP GIRDER
1
1
' A0261140
Job Reference o tional
A-1 Root I russes, Fort Pierce, FL 34946, design(a7altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:07 2099 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-GXhosYU8XbhgOaQVsO2rU EXTiBN?EgLgd?DTg6z2Pcw
1 4-0, 5-0-0 10-6-14 16-0-0 21-5-2 27-0-0 32-0-0 ,33 4-0
' 1-4-0' 5-0-0 5-6-14 5-5-2 5-5-2 5-6-14 5-0-0 1 4-0'
Dead Load Defl. = 318 in
4x12 =
31 1n 32 33 34 1435 36 37 1J 38 39 4012 41 42 43 11 44
5x8 =
5x6 =
1.5x4 11
Sx10 MT20HS=
1.5x4 11 -
5x6 =
5x8 =
-0-0 10- 5 6-14
16-0-0
21-5-2
27-0-0
32-0-0
5-0-0 5-6-14
5-5-2
55-2
5-6-14
5-0-0
Plate Offsets (X,Y)--
[2:0-0-0,0-1-11, [6:0-5-O,Edgel, [9:0-0-0,0-1-11, [13:0-5-0,Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.93
Vert(LL)
0.74
13
>519
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.84
Vert(CT)
-0.85
13
>452
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr NO
WB 0.82
Horz(CT)
0.22
9
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 164 Ib
FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP 240OF 2.0E
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x6 SP No.2,
Right: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-11-1 cc
purlins.
BOT CHORD
Rigid ceiling directly applied or 3-9-0 oc bracing.
WEBS
1 Row at midpt 4-15, 7-11
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
2949/0-8-0 (min. 0-2-7)
9 =
2950/0-8-0 (min.0-2-7)
Max Horz
2 =
-200(LC 6)
Max Uplift
2 =
-1843(LC 5)
9 =
-1843(LC 4)
Max Grav
2 =
2949(LC 1)
9 =
2950(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-4821 /3186, 3-22=-4112/2839,
22-23=-4112/2839, 4-23=-4112/2839,
4-24=-7632/5186, 24-25=-7632/5186, -
25-26=-7632/5186, 5-26=-7632/5186,
5-27=-763215186, 6-27=-7632/5186,
6-28=-7632/5186, 7-28=-7632/5186,
7-29=-4113/2840, 29-30=-4113/2840,
8-30=-4113/2840, 8-9=-4822/3187
BOT CHORD
2-31 =-2771/4153, 15-31 =-2771/4153,
Continued on page 2
BOT CHORD
2-31=-2771/4153, 15-31=-2771/4153,
15-32=-4669/6975, 32-33=-4669/6975,
33-34=-4669/6975, 14-34=-4669/6975,
14-35=-4669/6975, 35-36=-4669/6975,
36-37=-4669/6975, 13-37=-4669/6975,
13-38=-4611 /6948, 38-39=-4611 /6948,
39-40=-4611/6948, 12-40=-4611/6948,
12-41=-4611/6948, 41-42=-461116948,
42-43=-4611/6948, 11-43=-4611/6948,
11-44=-2610/4082, 9-44=-2610/4082
WEBS
3-15=-1156/1911, 4-15=-3218/2256,
4-14=-41/400, 4-13=-649/942,
5-13=-717/639, 7-13=-648/940,
7-12=-41/400, 7-11=-3219/2257,
8-11=-1156/1912
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Concentrated loads from layout are not present in
Load Case(s): #101 1 st Moving Load; #201 2nd
Moving Load; #301 3rd Moving Load; #401 4th
Moving Load; #501 5th Moving Load; #601 6th
Moving Load; #701 7th Moving Load; #801 8th
Moving Load; #901 9th Moving Load; #1001 1 Oth
Moving Load; #1101 11th Moving Load; #1201 12th
Moving Load; #1301 13th Moving Load; #1401 14th
Moving Load; #1501 15th Moving Load; #1601 16th
Moving Load; #1701 17th Moving Load.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=1843, 9=1843.
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 301
lb down and 326 lb up at 5-0-0, 230 lb down and 194
lb up at 7-0-12, 230 lb down and 194 lb up at 9-0-12,
230 lb down and 194 lb up at 11-0-12, 230 lb down
and 194 lb up at 13-0-12, 230 lb down and 194 lb up
at 15-0-12, 230 lb down and 194 lb up at 16-11-4,
230 lb down and 194 lb up at 18-11-4, 230 lb down
and 194 lb up at 20-11-4, 230 lb down and 194 lb up
at 22-11-4, and 230 lb down and 194 lb up at 24-11-4
, and 301 lb down and 326 lb up at 27-0-0 on top
chord, and 296 lb down and 215 lb up at 5-0-0, 62 lb
down and 30 lb up at 7-0-12, 62 lb down and 30 lb up
at 9-0-12, 62 lb down and 30 lb up at 11-0-12, 62 lb
down and 30 lb up at 13-0-12, 62 lb down and 30 lb
up at 15-0-12, 62 lb down and 30 lb up at 16-11-4, 62
lb down and 30 lb up at 18-11-4, 62 lb down and 30 lb
up at 20-11-4, 62 lb down and 30 lb up at 22-11-4,
and 62 lb down and 30 lb up at 24-11-4, and 296 lb
down and 215 lb up at 26-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
11) 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 (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-90, 3-8=-90, 8-10=-90, 16-19=-20
Concentrated Loads (lb)
Job
Truss
Truss Type
Qty
Ply
A0261140
WTRMAV2
D01
HIP GIRDER
1
1
Job Reference (optional)
A-i" Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:07 2019 Page 2
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-GXhosYU8XbhgOaQVsO2rUEXTiBN?EgLgd?DTg6z2Pcw
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 3=-118(B) 6=-100(B) 8=-118(B) 15=-222(B)
11=-222(B)22=-100(B)23=-100(B)24=-100(B)
25=-100(B) 26=-100(B) 27=-100(B) 28=-100(B)
29=-100(B)30=-100(B)32=47(B)34=47(B)
35=47(B)36=47(B)37=47(B) 38=-47(B)39=47(B)
40=-47(B)41=-47(B)43=47(B)
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
D02
HIP
1
1
' A0261141
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s. May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:08 20% Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-kjFA3uVmlvpXek?hQ6Z41S4h6bn3z89 sfzOCYz2Pcv
—0, 7-0-0 16-0-0 25-0-0 32-0-0 ,33-4-0
1-4-0' 7-0-0 9-0-0 9-0-0 7-0-0 1-4-0
7x6
6x8 =
5 7x6
Dead Load Defl. = 3/16 in
5x6 = 3x4 = 5x6 = 3x4 = 5x6 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Ildefl
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.76
Vert(LL)
-0.32
9-10
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.60
Vert(CT)
-0.52
9-10
>735
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.72
Horz(CT)
0.12
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x6 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-7-0 oc bracing.
WEBS
1 Row at midpt 4-10, 4-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1873/0-8-0 (min.0-2-3)
6 =
1873/0-8-0 (min. 0-2-3)
Max Horz
2 =
-262(LC 10)
Max Uplift
2 =
-684(LC 9)
6 =
-684(LC 8)
Max Grav
2 =
1873(LC 1)
6 =
1873(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2794/2132, 3-4=-2308/2020,
4-5=-2308/2020, 5-6=-2794/2132
BOT CHORD
2-21=-545/861, 2-17=-1526/2280,
10-1 7=-1 526/2280, 10-18=-2503/3484,
9-18=-2503/3484, 9-19=-2503/3484,
8-19=-2503/3484, 8-20=-1537/2280,
6-20=-1537/2280, 6-22=-581/933
WEBS
3-10=-415/762, 4-10=-1453/1068,
WEBS
3-10=-415/762, 4-10=-1453/1068,
4-9=0/384, 4-8=-1453/1068,
5-8=-414/761
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=684, 6=684.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
244/190
Weight: 165 Ib FT = 10%
Job
Truss
Truss Type
Qty
Ply
A0261142
WTRMAV2
DO3
HIP
1
1
Job Reference (optional)
A-11Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com
46
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. 'Wed Jun 26 13:37:08 2019
3x8 =
4x6
Dead Load Defl. =1/8 in
._ 12
--
11
_.
10
"
5x6 —
3x8 =
5x6 =
3x8 =
5x6 =
9-0-0
16-0-0
23-0-0
32-0-0
9-0-0'
7-0-0
7-0-0
9-0-0
Plate Offsets (X,Y)--
[2:0-0-0,0-1-91,[8:0-0-0,0-1-91,[11:0-3-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in (loc)
I/deft L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC
0.60
Vert(LL)
-0.31 12-15
>999 360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.92
Vert(CT)
-0.45 12-15
>848 240
BCLL 0.0
Rep Stress Incr YES
WB
0.33
Horz(CT)
0.13 8
n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 169 Ib
FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-11-5 cc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 5-12, 5-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1873/0-8-0 (min.0-2-3)
8 =
1873/0-8-0 (min.0-2-3)
Max Horz
2 =
-327(LC 10)
Max Uplift
2 =
-687(LC 12)
8 =
-687(LC 13)
Max Grav
2 =
1873(LC 1)
8 =
1873(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2846/2207, 3-4=-2507/2036,
4-5=-2201/1887, 5-6=-2201/1887,
6-7=-2507/2035, 7-8=-2846/2207
BOT CHORD
2-19=-1645/2339, 12-19=-1645/2339,
12-20=-1754/2637, 11-20=-1754/2637,
11-21=-1754/2637, 10-21=-1754/2637,
10-22=-1661/2339, 8-22=-1661/2339
WEBS
4-12=-533/813, 5-12=-803/595,
5-11=0/325, 5-10=-803/595,
WEBS
4-12=-533/813, 5-12=-803/595,
5-11=0/325, 5-10=-803/595,
6-10=-533/813, 3-12=-612/463,
7-10=-612/463
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 ib uplift at
joint(s) except Qt=lb) 2=687, 8=687.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
WfRMAV2
DO4
HIP
1
1
' A0261143
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
A-4-0 6-3-1 11-0
4x6 =
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:09 2019
3x4 = 4x6 =
Dead Load Defl. = 3/16 in
2 1 Ri
1
1891
111
0
19
12 20
11 21
10
22
Lj
5x6 =
3x8 =
5x6 WB=
3x8 =
5x6 =
11-0-0
21-0-0
32-0-0
11-0-0
10-0-0
11-0-0
Plate Offsets (X,Y)--
[2:0-0-0,0-1-91, [4:0-3-0,0-1-121, [6:0-3-0,0-1-121, [8:0-0-0,0-1-91
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.64
Vert(LL)
-0.49 12-15
>785
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.62
Vert(CT)
-0.74 12-15
>519
240
BCLL 0.0
Rep Stress Incr YES
WB 0.60
Horz(CT).
0.09 8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 168 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-9-15 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-8-15 oc bracing.
WEBS
1 Row at midpt 5-12, 5-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1873/0-8-0 (min.0-2-3)
8 =
1873/0-8-0 (min.0-2-3)
Max Harz
2 =
-390(LC 10)
Max Uplift
2 =
-719(LC 12)
8 =
-719(LC 13)
Max Grav
2 =
1873(LC 1)
8 =
1873(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2872/2144,3-4=-2474/1923,
4-5=-2211/1787,5-6=-2211/1787,
6-7=-2474/1923,7-8=-2872/2144
BOT CHORD
2-19=-1570/2324, 12-19=-1570/2324,
12-20=-1273/2120, 11-20=-1273/2120,
11 -21 =-1 273/2120, 10-21 =-1 273/2120,
10-22=-1581/2347, 8-22=-1581/2347
WEBS
3-12=-805/646, 4-12=-553/858,
WEBS
3-12=-805/646, 4-12=-553/858,
5-12=-456/407, 5-10=-456/407,
6-1 0=-552/858, 7-1 0=-805/646
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except at --lb) 2=719, 8=719.
7) This truss has been designed for a moving
concentrated load of 200.0lb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Job
Truss
Truss Type Qty
Ply
A0261144
WTRMAV2
D05
HIP 1
1
Job Reference (optional)
A-Y'Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
5x6 =
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:10 2019 Page
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-g6NwUZXOgW3Ft284YXbY6t9zzPMiRzaHJzS7HQz2P
13-0-0 19-0-0 26-4-0 32-0-0 $3-4-Q
7 4-0 6-0-0 7-4-0 5-8-0 1-4-
5x6 % 5x6 Z- Dead Load Defl. = 118 in
7.00 12
LV IJ LI — 4a IL — Lo Lu II L!
3x4 =
5x6 =
3x4 =
8-0-7 1&0-0 23-11-9 32-0-0
8-0-7 7-11-9 7-11-9 8-0-7
LOADING (ps2
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL
30.0
Plate Grip DOL
1.25
TC 0.99
Vert(LL)
-0.28 12-13
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.97
Vert(CT)
-0.44 12-13
>879
240
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.98
Horz(CT)
0.12 9
n/a
n/a
BCDL
10.0
Code FBC2017[TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP 240OF 2.0E *Except*
T3: 2x4 SP No.2, T1: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt 5-12, 6-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1873/0-8-0 (min. 0-2-3)
9 =
1873/0-8-0 (min.0-2-3)
Max Horz
2 =
-454(LC 10)
Max Uplift
2 =
-745(LC 12)
9 =
-745(LC 13)
Max Grav
2 =
1873(LC 1)
9 =
1873(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3194/2170, 3-4=-3036/2118,
4-5=-2976/2144, 5-6=-2228/1712,
6-7=-2976/2144, 7-8=-3036/2118,
8-9=-3194/2170
BOT CHORD
2-20=-1630/2629, 13-20=-1630/2629,
13-21=-897/1784, 21-22=-897/1784,
22-23=-897/1784, 12-23=-897/1784,
12-24=-898/1745, 24-25=-898/1745,
25-26=-898/1745, 11-26=-898/1745,
BOT CHORD
2-20=-1630/2629, 13-20=-1630/2629,
13-21=-897/1784, 21-22=-897/1784,
22-23=-897/1784, 12-23=-897/1784,
12-24=-898/1745, 24-25=-898/1745,
25-26=-898/1746, 11-26=-898/1745,
11-27=-1643/2655, 9-27=-1643/2655
WEBS
3-13=-879/746, 5-13=-590/1005,
5-12=-190/351, 6-12=-190/351,
6-11=-590/1005, 8-11=-879/746
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=745, 9=745.
7) This truss has been designed for a moving
concentrated load of 200.0Ib live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
5x6 =
PLATES GRIP
MT20 2441190
Weight: 173 Ib FT = 10%
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
D06
HIP
1
1
* A0261145
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:11 201 J Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-8lxlivXfbgB6VBjG5E6nf4iDUok?AZiQYdBhptz2Pcs
T1 4-0 7-0-1 13-6-8 18-5-8 24-11-15 32-0-0 33-4-4
1-4-0 7-0-1 6-6-7 4-11-0 6-6-7 7-0-1 1-4-
7.00 12 4x6 i 4x6
3x4 = 5x6 = 3x4 =
5x6 =
9-1-2 16-0-0 22-10-14 32-0-0
9-1-2 6-10-14 6-10-14 9-1-2
Plate Offsets (X,Y)--[2:0-0-0,0-1-51,[9:0-0-0,0-1-51,[12:0-3-0,0-3-01
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
30.0
Plate Grip DOL
1.25
TC 0.69
TCDL
15.0
Lumber DOL
1.25
BC 0.84
BCLL
0.0
Rep Stress Incr
YES
WB 0.41
BCDL
10.0
Code FBC2017ITP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30 *Except'
T3: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-1-4 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-9-1 oc bracing.
WEBS
1 Row at midpt
5-13, 5-12, 6-12, 6-11
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
187310-8-0 (min.0-2-3)
9 =
1873/0-8-0 (min.0-2-3)
Max Horz
2 =
-471(LC 10)
Max Uplift
2 =
-752(LC 12)
9 =
-752(LC 13)
Max Grav
2 =
1873(LC 1)
9 =
1873(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3107/2075, 3-4=-3061/2126,
4-5=-3004/2157, 5-6=-2207/1678,
6-7=-3004/2157, 7-8=-3061 /2126,
8-9=-3107/2075
BOT CHORD
2-20=-1502/2512, 13-20=-1502/2512,
13-21=-828/1752, 21-22=-828/1752,
22-23=-828/1752, 12-23=-828/1752,
12-24=-829/1691, 24-25=-829/1691,
Dead Load Defl. = 1/8 in
n
ao
5x6 =
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
Vert(LL)
-0.3211-19
>999
360
MT20 2441190
Vert(CT)
-0.4711-19
>810
240
Horz(CT)
0.10 9
n/a
n/a
Weight: 172 Ib FT = 10%
BOT CHORD
2-20=-1502/2512, 13-20=-1502/2512,
13-21=-828/1752, 21-22=-828/1752,
22-23=-828/1752, 12-23=-828/1752,
12-24=-829/1691,24-25=-829/1691,
25-26=-829/1691,11-26=-829/1691,
11 -27=-1 513/2532, 9-27=-1513/2532
WEBS
3-13=-919/781, 5-13=-694/1127,
5-12=-211/325, 6-12=-211/325,
6-11=-693/1127, 8-11=-919f781
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exteri0r(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=752, 9=752.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
A
A0261146
WTRMAV2
D07
Hip
1
1
Job Reference (optional)
A-4 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:12 2019 Page 1
I D:Way_oZ6WZVekVkO8hYvdTozFKAh-cWgvFYHM8Jz6LISfxdOBl ENJC7svugZmHxELJz2Pcr
r14-Q 6-10-2 12-4-0 19-8-0 25-1-14 32-0-0 334-Q
1 4-0 6-10-2 5-5-14 7 4-0 5-5-14 6-10-2 1-4-0
7x8
4x6 O
Dead Load Defl. =1/8 in
5x6 = 1.5x4 II 3x4 = 46 = 3x8 = 1.5x4 II 5x6 =
25-1-14
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.75
Vert(LL)
-0.18 10-12
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.67
Vert(CT)
-0.31 10-12
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.93
Horz(CT)
0.10 7
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix -MS
Weight: 175 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-4-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-8-2 oc bracing.
WEBS
1 Row at micipt 4-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1873/0-8-0 (min.0-2-3)
7 =
1873/0-8-0 (min.0-2-3)
Max Horz
2 =
-432(LC 10)
Max Uplift
2 =
-737(LC 12)
7 =
-737(LC 13)
Max Grav
2 =
1873(LC 1)
7 =
1873(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3005/2073, 3-4=-2450/1855,
4-5=-2202/1744,5-6=-2451/1855,
6-7=-3005/2073
BOT CHORD
2-24=-500/963, 2-20=-1489/2412,
13-20=-1489/2412, 13-21=-1489/2412,
12-21=-1489/2412, 11-12=-957/1819,
10-1 1=-957/1819,10-22=-1501/2437,
9-22=-1501 /2437, 9-23=-1501 /2437,
7-23=-1501/2437, 7-25=-534/1032
WEBS
3-13=0/302, 3-12=-1002/687,
WEBS
3-13=0/302, 3-12=-1002/687,
4-12=-345/724, 5-10=-343/722,
6-10=-1001/687,6-9=0/301
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 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 nonconcurrent with any other live
loads.
5) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.0psf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=737, 7=737.
7) This truss has been designed for a moving
concentrated load of 200.0lb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
D08
Roof Special
1
1
� A0261147
Job Reference (optional)
A-1 Moot I russes, Fort Pierce, FL 34946, design(rNaltruss.com
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:13 20119 Page 1
ID: Way_oZ6WZVekVkO8hYvdTozFKAh-4h337bZv7RRgkVteDf8FkVnVYcP_eR?j?xgnulz2Pcq
6-1-5 5-11-11 ' 1-9-0'
4x6 =
4 6x6 =
7x8 //
5x6 = 3x4 = 4x8 = 3x6 = 3x4 = 3x6 II 3x4 =
LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP N0.2 *Except*
T3: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt
5-12, 6-12, 4-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
38/0-8-0 (min. 0-1-8)
2 =
1582/0-8-0 (min.0-1-14)
9 =
2013/0-8-0 (min.0-2-6)
Max Horz
2 =
41O(LC 9)
Max Uplift
8 =
-219(LC 8)
2 =
-642(LC 12)
9 =
-869(LC 13)
Max Grav
8 =
233(LC 33)
2 =
1582(LC 1)
9 =
2013(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2478/1763, 3-4=-2107/1559,
4-5=-2232/1895, 5-6=-1 871/1544,
6-7=-1363/1129, 7-8=-123/463
BOT CHORD
2-20=-1331/2002, 13-20=-1331/2002,
13-21=-699/1378, 12-21=-699/1378,
CSI.
DEFL.
in (loc)
I/deft
L/d
TC 0.91
Vert(LL)
-0.4213-19
>786
360
BC 0.93
Vert(CT)
-0.6613-19
>495
240
WB 0.55
Horz(CT)
0.05 9
n/a
n/a
Matrix -MS
BOT CHORD
2-20=-1331/2002, 13-20=-1331/2002,
13-21=-699/1378, 12-21=-699/1378,
11 -1 2=-504/994,11-22=-504/994,
22-23=-504/994, 10-23=-504/994,
10-24=-297/150, 9-24=-297/150,
9-25=-297/150, 8-25=-297/150
WEBS
3-13=-860/714, 4-13=-385/748,
5-12=-1402/1426, 6-12=-559/798,
6-10=-494/426, 7-10=-694/1390,
7-9=-198311421, 4-12=-1075/1088
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This. truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 8=219, 2=642, 9=869.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Dead Load Defl. = 3116 In
PLATES GRIP
MT20 244/190
Weight: 180 Ib FT = 10%
Job i
Truss
Truss Type
Qty
Ply
WTRMAV2
DO9
Roof Special
1
1
AO261148
Job Reference (optional)
A'r Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:14 2019 Page 1
I D: Way_oZ6WZVekVkO8hYvdTozFKAh-YtdRKxaXulZg MfSmMgU HjKgwOpgNpCsEbQLQCz2Pcp
r14-Q 6-1-5 12-1-0 15-1%0 , 23-8-0 27-4-0 32-0-0
1 4- 6-1-5 5-11-11 3-9-0 7-10-0 3-8-0 4-8-0
4x6 =
Dead Load Defl. =1/8 in
3x4 =
3x6 = 4x8 —
—
3x6 = 4x4
= 3x6 II
3x4 =
5x6 =
8 4-0
15-10-0
23-8-0
27A-0
32-0-0
8�-0
7-6-0
7-10-0
3-8-0
4-8-0
Plate Offsets (X,Y)--
[2:0-0-0,0-1-91, [6:0-2-7,Edgel,
[8:0-0-0,0-0-131
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC
0.93
Vert(LL)
-0.26 14-20
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.70
Vert(CT)
-0.38 12-14
>872
240
BCLL 0.0
Rep Stress Incr YES
WB
0.88
Horz(CT)
0.05 9
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Weight: 173 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T3: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 5-1-14 oc bracing.
WEBS
1 Row at midpt 4-12, 6-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
-85/0-8-0 (min. 0-1-8)
2 =
1561/0-8-0 (min.0-1-13)
9 =
2157/0-8-0 (min. 0-2-9)
Max Horz
2 =
410(LC 9)
Max Uplift
8 =
-280(LC 19)
2 =
-637(LC 12)
9 =
-900(LC 13)
Max Grav
8 =
168(LC 33)
2 =
1561(LC 1)
9 =
2157(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2517/1712, 3-4=-2409/1727,
4-5=_2597/2120,5-6=-2090/1665,
6-7=-1026/913,7-8=-184/728
BOT CHORD
2-21=-1290/2040, 14-21=-1290/2040,
14-22=-675/1357, 22-23=-675/1357,
13-23=-675/1357, 12-13=-675/1357,
12-24=-380/716, 11-24=-380/716,
BOT CHORD
2-21=-1290/2040, 14-21=-1290/2040,
14-22=-675/1357, 22-23=-675/1357,
13-23=-675/1357, 12-13=-675/1357,
12-24=-380/716, 11-24=-380/716,
10-11=-380/716, 10-25=-526/252,
9-25=-526/252, 9-26=-526/252,
8-26=-526/252
WEBS
3-14=-799/686, 4-14=-560/953,
4-12=-1160/1248, 5-12=-1731/1625,
6-12=-956/1411, 6-10=-827/628,
7-10=-815/1505, 7-9=-2081/1444
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 8=280, 2=637, 9=900.
7) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
A0261149
V1fTRMAV2
D10
Roof Special
1
1
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 a May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:14 2019 Page 1
ID: Way_oZ6WZVekVkO8hYvdTozFKAh-YtdRKxaXulZgMfSmMgU HjKgCOovNpksEbQLQCz2Pcp
r1 4-q 6-1-5 6 f{-1 12-1-0 17-10-0 25-8-0 ,27 4-q 32-0-0
1�4 00 6-1-5 0-"1T-12 5-8-15 5-9-0 7-10-0 1-8-0 4-8-0
5x6 =
5x6 =
3x4 = 3x6 = 4x10 = 6x6 = 4x6 =
LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017[TP12014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2,T3: 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt
4-12, 4-10, 6-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
-374/0-8-0 (min. 0-1-8)
2 =
1512/0-8-0 (min.0-1-13)
9 =
2496/0-8-0 (min.0-2-15)
Max Horz
2 =
41O(LC 9)
Max Uplift
8 =
-542(LC 19)
2 =
-626(LC 12)
9 =
-1026(LC 13)
Max Grav
8 =
126(LC 12)
2 =
1526(LC 19)
9 =
2496(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2507/1598, 3-4=-2860/2022,
4-5=-2817/2250, 5-6=-2192/1697,
6-7=-293/1172, 7-8=-542/1188
BOT CHORD
2-19=-1186/2073, 12-19=-1186/2073,
12-20=-625/1292, 20-21=-625/1292,
21-22=-625/1292, 11-22=-625/1292,
CSI.
DEFL.
in (loc)
I/deft
Ud
TC 0.91
Vert(LL)
-0.6310-12
>520
360
BC 0.76
Vert(CT)
-1.0610-12
>310
240
WB 0.84
Horz(CT)
0.03 9
n/a
n/a
Matrix -MS
BOT CHORD
2-19=-1186/2073, 12-19=-1186/2073,
12-20=-625/1292, 20-21=-625/1292,
21-22=-625/1292, 11-22=-625/1292,
10-11=-625/1292, 10-23=-273/75,
9-23=-273/75, 9-24=-1036/571,
8-24=-1036/571
WEBS
4-12=-893/1411, 4-1 0=-1 216/1377,
5-1 0=-1 964/1780, 6-1 0=-1 512/2413,
6-9=-2165/1408, 3-12=-883f784,
7-9=-562/452
NOTES-
1)Unbalanced roof live loads have been considered
for this design. .
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed; porch right
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
10.Opsf.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 8=542, 2=626, 9=1026.
8) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Dead Load Defl. = 7/16 in
N
4
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 165 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
A0261150
WTRMAV2
D11
ROOF SPECIAL
1
1
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com
s�A
4-10-4
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:15 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-14ApXHb9f3hXzp11 K4Bjpwsg7Q8f6FIOTF9uyez2Pcc
19-2-0 27-0-0 1 32-0-0 33-4-0
5x6 =
Dead Load Defl. =1/4 in
— 13 12 -- 10 9 "
5x6 = 1.5x4 11
4x12 = 5x10 MT20HS= 1.5x4 11
LOADING (psf
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.96
Vert(LL)
- 0.33
10
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.73 .
Vert(CT)
-0.52
9-10
>736
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.95
Horz(CT)
0.15
7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP 2400F 2.0E *Except*
T1: 2x4 SP M 30, T4: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 4-1-13 oc bracing.
WEBS
1 Row at midpt
3-12, 4-12, 5-12, 5-9
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1873/0-8-0 (min.0-2-3)
7 =
1873/0-8-0 (min.0-2-3)
Max Horz
2 =
-423(LC 10)
Max Uplift
2 =
-734(LC 12)
7 =
-840(LC 13)
Max Grav
2 =
1873(LC 1)
7 =
1873(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3318/2135, 3-4=-2626/1811,
4-5=-2611/1806, 5-6=-2630/1 99 1,
6-7=-2919/2139
BOT CHORD
2-20=-1626/2745, 13-20=-1626/2745,
13-21=-1626/2745, 12-21=-1626/2745,
12-22=-3070/4514, 11-22=-3070/4514,
10-11=-3070/4514, 10-23=-3066/4520,
9-23=-3066/4520, 9-24=-1611/2390,
7-24=-1611 /2390
BOT CHORD
2-20=-1626/2745, 13-20=-1626/2745,
13-21=-1626/2745, 12-21=-1626/2745,
12-22=-3070/4514, 11-22=-3070/4514,
10-11=-3070/4514, 10-23=-3066/4520,
9-23=-3066/4520, 9-24=-1611/2390,
7-24=-1 611/2390
WEBS
3-13=0/271, 3-12=-1007/716,
4-12=-1 163/1762, 5-12=-2917/2287,
5-10=0/345, 5-9=-2286/1565,
6-9=-501/989
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasa=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=734, 7=840.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
4x4 = 5x6 =
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight: 164 Ib FT = 10%
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
D12
ROOF SPECIAL GIRDER
1
1
`A0261151
Job Reference (optional)
A-1 KooT i russes, hOrr Pierce, I-L s4546, design(caltruss.com
A-4-0 ' 5-1-10
4x6 = 1.5x4 II
Kun: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:16 2019
6-11-6
4x6 =
5x10 = 5x10 MT20HS= 5x8 = 3x4 =
1.5x4 II 4x8 = 5x6 =
Dead Load Deft. = 3/8 in
5-1-10
12-1-0
19-0-6
21-2-0
25-1-0
29-0-0
32-0-0
5-1-10
6-11-6
6-11-6
2-1-10
3-1,1-0
3-11-0
3-0-0
Plate Offsets (X,Y)—
I2:0-0-0,0-0-131, f9:0-0-0,0-1-51,
r11:0-3-8,0-2-01,
(14:0-3-8,0-2-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC
0.90
Vert(LL)
0.55 13-14
>702
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.90
Vert(CT)
-0.83 13-14
>463
240
MT20HS
187/143
BCLL 0.0 *
Rep Stress Incr . NO
WB
0.99.
Horz(CT)
0.16 9
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 171 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T4: 2x4 SP No.2
BOT CHORD 2x4 SP 240OF 2.0E
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 4-3-14 oc bracing.
WEBS
1 Row at midpt 7-11
2 Rows at 1/3 pts 5-16
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 =
2037/0-8-0 (min.0-1-11)
9 =
2409/0-8-0. (min.0-2-0)
Max Horz
2 =
-423(LC 6)
Max Uplift
2 =
-862(LC 8)
9 =
-1286(LC 9)
Max Grav
2 =
2037(LC 1)
9 =
2409(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3185/1301, 3-4=-2625/1217,
4-5=-2629/1166,5-6=-5987/2830,
6-7=-7887/3825, 7-24=-3199/1782,
8-24=-3199/1782, 8-9=-3698/1971
BOT CHORD
2-25=-1182/2731, 17-25=-1182/2731,
17-26=-1182/2731, 16-26=-1182/2731,
16-27=-2310/5231, 15-27=-2310/5231,
14-15=-2310/5231, 14-28=-3661 /7923,
13-28=-3661 /7923, 13-29=-3258/6627,
BOT CHORD
2-25=-1182/2731,17-25=-1182/2731,
17-26=-118212731, 16-26=-1182/2731,
16-27=-2310/5231, 15-27=-2310/5231,
14-15=-2310/5231, 14-28=-3661/7923,
13-28=-3661 /7923, 13-29=-3258/6627,
29-30=-3258/6627, 12-30=-3258/6627,
12-31=-3258/6627, 11-31=-3258/6627,
11-32=-1554/3082, 9-32=-1554/3082
WEBS
3-17=0/264, 3-16=-779/552,
4-16=-850/1875, 5-16=-3420/1922,
5-14=-1190/2596, 6-14=-3699/1857,
6-13=-769/534, 7-13=-845/1528,
7-12=-296/706, 7-11=-3884/1870,
8-11=-744/1624
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
6) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 2=862, 9=1286.
8) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)164
lb down and 104 lb up at 24-11-4, and 164 lb down
and 104 lb up at 26-11-4, and 237 lb down and 251 lb
up at 29-0-0 on top chord, and 623 lb down and 340
lb up at 24-2-12, 35 lb down and 17 lb up at 24-114,
and 35 lb down and 17 lb up at 26-11-4, and 48 lb
down and 35 lb up at 28-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
10) 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 (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-90, 4-6=-90, 6-8=-90, 8-10=-90,
18-21=-20
Concentrated Loads (lb)
Vert: 8=-19(F) 12=-12(F) 11=-2(F) 7=-15(F)
24=-1 5(F) 30=-623(F) 31=-12(F)
Job
Truss
Truss Type Qty
Ply
WTRMAV2
D13
HIP 1
1
A0261152
Job Reference (optional)
A -; 'Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:17 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-zSlZyzcQBgxFD6BQSVDBuLyCSDrRaEglwZe?1 Wz2Pcm
4-11-7 ' 2-2-0 ' 4-1
4x6 =
5x8 -Z� Dead Load Defl. =1/4 in
10 " ,8 "
5x6 = 5x6 WB= 4x6 =
24-2-0
-11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.85
Vert(LL)
-0.41
8-13
>715
360
TCDL 15.0
Lumber DOL
1.25
BC 0.58
Vert(CT)
-0.68
8-13
>426
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.64
Horz(CT)
0.04
7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-1-8 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-10-3 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
1326/Mechanical
2 =
1446/0-8-0 (min. 0-1-11)
Max Horz
2 =
377(LC 11)
Max Uplift
7 =
-528(LC 13)
2 =
-592(LC 12)
Max Grav
7 =
1326(LC 1)
2 =
1446(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2293/1519, 3-4=-1861/1263,
4-5=-1681/1216,5-6=-1857/1266,
6-7=-2288/1527
BOT CHORD
2-17=-1119/1811, 10-17=-1119/1811,
9-1 0=-571/1224, 8-9=-571/1224,
8-18=-1130/1805, 7-18=-1130/1805
WEBS
3-10=-831/680, 4-10=-327/613,
5-8=-347/616, 6-8=-829/692
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and. right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a -
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 7=528, 2=592.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 129 Ib FT = 10%
Job
Truss
Truss Type Qty
Ply
WTRMAV2
D14
HIP 1
1
A0261153
Job Reference' o tional
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
-14-0. 4-11
5x6 =
Kun: 8.210 s May 16 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:18 2011) Page 1
4x6
5x8
Iu tl
3x8 = 3x4 = 3x4 =
Dead Load Defl. =1/8 in
4x6 =
0
Plate Offsets (X,Y)--
[2:0-0-0,0-1-91, [5:0-4-0,0-1-111,[7:0-0-0,0-0-131
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL)
-0.31
8-13
>936
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.77
Vert(CT)
-0.47
8-13
>617
240
BCLL 0.0
Rep Stress Incr YES
WB 0.34
Horz(CT)
0.06
7
n/a
n/a
BCDL 10.0
Code FBC2017lfP12014
Matrix -MS
Weight: 122 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-3-5 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
1326/0-8-0 (min.0-1-9)
2 =
1446/0-8-0 (min. 0-1-11)
Max Horz
2 =
314(LC 11)
Max Uplift
7 =
-504(LC 13)
2 =
-568(LC 12)
Max Grav
7 =
1326(LC 1)
2 =
1446(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2186/1578, 3-4=-1848/1394,
4-5=-1668/1323, 5-6=-1844/1401,
6-7=-2179/1590
BOT CHORD
2-17=-1192/1741, 10-17=-1192/1741,
10-18=-799/1401, 9-18=-799/1401,
8-9=-799/1401,8-19=-1207/1733,
7-19=-1207/1733
WEBS
3-10=-643/492, 4-10=-206/514,
5-8=-218/512,6-8=-636/506
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl.;, GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing. plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 7=504, 2=568.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
AO261154
WTRMAV2
D15
HIP
1
1
Job Reference (optional)
A -'Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:19 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-vrQKNeegjHBzSQKoZwFf m1awlTH2BkbNt765Pz2Pck
-1-4-0 , 7-0-0 12-1-0 17-2-0 _ 24-2-0 25-6-0
1 4-0 7-0-0 5-1-0 5-1-0 7-0-0 ' 1-4-0 '
Lu
5x6 =
7-0-0
5x6
3x4 =
3x4 =
5x6 zzr
Dead Load Defl. = 3/16 In
4x4 = 3x4 = 5x6 =
17-2-0 24-2-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. __
in
(loc)
Well
L/d
TCLL 30.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
-0.47
8-10
>616
360
TCDL 15.0
Lumber DOL
1.25
BC 0.87
Vert(CT).
-0.69
8-10
>420
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.41
Horz(CT)
0.06
6
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-9-2 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 4-11-10 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1443/0-8-0 (min. 0-1-11)
6 =
1443/0-8-0 (min.0-1-11)
Max Horz
2 =
-263(LC 10)
Max Uplift
2 =
-537(LC 12)
6 =
-537(LC 13)
Max Grav
2 =
1443(LC 1)
6 =
1443(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-1976/1450, 3-4=-1714/1425,
4-5=-1714/1425, 5-6=-1976/1450
BOT CHORD
2-20=-340/655, 2-17=-936/1571,
10-17=-936/1571, 10-18=-1231/1857,
9-18=-1231/1857, 8-9=-1231/1857,
8-19=-945/1571, 6-19=-945/1571,
6-21=-374/724
WEBS
3-10=-196/489, 4-10=-490/426,
4-8=-490/426, 5-8=-196/489
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 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 nonconcurrent with any other live
loads.
5) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=537, 6=537.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 112 Ib FT = 10%
Job
Truss
Truss Type
city
Ply
A0261155
WTRMAV2
D16
HIP GIRDER
1
1
'
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:20 2019. Page 1
I D:YwMtazYTmRGkHb8J_pTy?Kyn003-N 1_ib_el UbJg4av?7dmu W_agtRolnbticXtfdrz2Pcj
-14-0 , 5-0-0 12-1-0 19-2-0 24-2-0 , 25-6-0
1-4-0 ' 5-0-0 7-1-0 7-1-0 5-0-0 1-4-0
Dead Load Defl. = 3/16 in
AYA
5x6 = 4x4 = 1.5x4 11 5x10 MT20HS= 4x4 = 5x6 =
5-0-0 ,
12-1-0
19-2-0
24-2-0
5-0-0
7-1-0
7-1-0
5-0-0
Plate Offsets (X,Y)--
[2:0-0-0,0-1-1),[6:0-0-0,0-1-1)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.96
Vert(LL)
0.36
8-10
>800
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.92
Vert(CT)
-0.44
8-10
>665
240
MT20HS
1871143
BCLL 0.0
Rep Stress Incr NO
WB 0.61
Horz(CT)
0.14
6
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 115 Ib
FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3,
Right: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 4-0-13 oc bracing.
WEBS
1 Row at midpt 4-11, 4-8
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
2224/0-8-0 (min.0-2-10)
6 =
2224/0-8-0 (min.0-2-10)
Max Horz
2 =
-200(LC 38)
Max Uplift
2 =
-1389(LC 8)
6 =
-1389(LC 9)
Max Grav
2 =
2248(LC 46)
6 =
2248(LC 47)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3528/2292, 3-18=-3017/2055,
18-19=-3017/2055, 19-20=-3017/2055,
4-20=-3017/2055, 4-21=-3017/2055,
21-22=-3017/2055, 22-23=-3017/2055,
5-23=-3017/2055, 5-6=-3528/2292
BOT CHORD
2-24=-2011/3050, 11-24=-2011/3050,
11-25=-3135/4732, 25-26=-3135/4732,
26-27=-3135/4732, 27-28=-3135/4732,
10-28=-3135/4732, 10-29=-3135/4732,
29-30=-3135/4732, 30-31=-3135/4732,
9-31=-3135/4732, 9-32=-3135/4732,
BOT CHORD
2-24=-2011/3050, 11-24=-2011/3050,
11-25=-3135/4732, 25-26=-313514732,
26-27=-3135/4732, 27-28=-313.5/4732,
10-28=-3135/4732, 10-29=-3135/4732,
29-30=-3135/4732, 30-31=-3135/4732,
9-31=-3135/4732,9-32=-3135/4732,
8-32=-3135/4732, 8-33=-1874/2990,
6-33=-1874/2990
WEBS
3-11=-624/1159, 4-11 =-1 858/1356,
4-10=-29/517, 4-8=-1857/1355,
5-8=-624/1159
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water
ponding.
4) All plates are MT20 plates unless otherwise
indicated.
5) Concentrated loads from layout are not present in
Load Case(s): 4101 1st Moving Load; 4201 2nd
Moving Load; #301 3rd Moving Load; #401 4th
Moving Load; #501 5th Moving Load; 4601 6th
Moving Load; #701 7th Moving Load; 4801 8th
Moving Load; #901 9th Moving Load; #1001 10th
Moving Load; #1101 11th Moving Load; #1201 12th
Moving Load; #1301 13th Moving Load.
6) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
7) " This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=1389, 6=1389.
9) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 301
lb down and 326 lb up at 5-0-0, 230 lb down and 194
lb up at 7-0-12, 230 lb down and 194 lb up at 9-0-12,
230 lb down and 194 lb up at 11-0-12, 230 lb down
and 194 lb up at 13-1-4, 230 lb down and 194 lb up at
15-1-4, and, 230 lb down and 194 lb up at 17-1-4, and
301 lb down and 326 lb up at 19-2-0 on top chord,
and 296 lb down and 215 lb up at' 5-0-0, 62 lb down
and 30 lb up at 7-0-12, 62 lb down and 30 lb up at
9-0-12, 62 lb down and 30 lb up at 11-0-12, 62 lb
down and 30 lb up at 13-1-4, 62 lb down and 30 lb up
at 15-1-4, and 62 lb down and 30 lb up at 17-1-4, and
296 lb down and 215 lb up at 19-1-4 on bottom chord.
The design/selection of such connection device(s) is
the responsibility of others.
11) 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 (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (pig
Vert: 1-3=-90, 3-5=-90, 5-7=-90, 12-15=-20
Concentrated Loads (lb)
Vert: 3=-118(F) 5=-118(F) 11=-222(F) 8=-222(F)
18=-100(F) 19=-100(F) 20=-100(F)21=-100(F)
22=-100(F) 23=-100(F) 25=-47(F) 27=-47(F)
28=-47(F) 29=-47(F) 30=-47(F)32=-47(F)
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
F01
FLOOR
8
1
A0261156
Job Reference (optional)
„--i moor i russes, Forr Pierce, FL a4a4u, oesign(daltruss.cwm Kun: 8.21U s May 18 2U18 vrint: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:20 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-NI_ib_elUbJg4av?7dmuW ajoRponaHlcXtfdrz2Pcj
6-1-8 7-4-8 , 8-7-8 , 14-9-0 15-042
3x4 =
1
5x6 =
2
1-3-0
3 5x6 =
Dead Load Defl. =1/8 in
3x10 11
4 5
10 9 8 7 6
46 = 1.5x4 11 1.5x4 11 5x6 =
6-1-8
7 4-8
8-7-8
14
6-1-8
1-3-0
1-3-0
6-
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL
40.0
Plate Grip DOL
1.00
TC
0.78
Vert(LL)
-0.15
7-8
>999
360
TCDL
15.0
Lumber DOL
1.00
BC
0.86
Vert(CT)
-0.25
7-8
>704
240
BCLL
. 0.0
Rep Stress Incr
YES
WB
0.65
Horz(CT)
0.03
5
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-9-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 2-10, 3-7
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
10 = 961/Mechanical
5 = 963/0-3-0 (min. 0-1-8)
Max Grav
10 = 961(LC 1)
5 = 963(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-10=-345/0, 2-3=-2209/0
BOT CHORD
9-10=0/2209, 8-9=0/2209, 7-8=0/2209
WEBS
4-7=0/684, 2-10=-2167/0, 3-7=-2293/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
2
PLATES GRIP
MT20 244/190
Weight: 82 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
A0261157
WTRMAV2
F02
FLOOR
8
1
Job Reference (optional)'
A-1 Root I russes, Fort coerce, I-L 34945, designga1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:21 2015 Page 1
I D:YwMtazYTmRGkHb8J_pTy?Kyn003-rDY4oKfwEvRhhkUBhK173B6wPgCCW2nurBcCAlz2Pci
6-44 7-7 4 8-10-4 , 15-2-8
6-4-4 1-3-0 1-3-0 6-44
13x6 =
6 4x6 = 9
5x6 =
1.5x4 II
8-10.4
3 5x6 =
1.5x4 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 40.0
Plate Grip DOL
1.00
TC 0.66
Vert(LL)
-0.15
7-8
>999
360
TCDL 15.0
Lumber DOL
1.00
BC 0.65
Vert(CT)
-0.26
7-8
>690
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.63
Horz(CT)
0.04
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 `Except'
W1: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 2-8, 3-5
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
1057/Mechanical
5 =
982/Mechanical
Max Grav
8 =
1057(LC 1)
5 =
982(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-8=-348/0, 2-3=-2235/0, 4-5=-339/0
BOT CHORD
8-9=0/2235, 9-10=0/2235, 7-10=0/2235,
6-7=0/2235, 5-6=0/2235
WEBS
2-8=-2141/0, 3-5=-2171/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Load case(s) 1, 2, 3, 4, 5, 6 has/have been modified.
Building designer must review loads to verify that they
are correct for the intended use of this truss.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-4=-110, 5-8=-20
Concentrated Loads (lb)
Vert: 9=-50 10=-50
2) Dead: Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-4=-110, 5-8=-20
Concentrated Loads (lb)
Vert: 9=-50 10=-50
3) 1st chase Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-110, 3-4=-30, 5-8=-20
Concentrated Loads (lb)
Vert: 9=-50 10=-50
4) 2nd chase Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-2=-30, 2-4=-110, 5-8=-20
Concentrated Loads (lb)
Vert: 9=-50 10=-50
5) 3rd chase Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-110, 3-4=-30, 5-8=-20
Concentrated Loads (lb)
Vert: 9=-50 10=-50
6) 4th chase Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 1-2=-30, 2-4=-110, 5-8=-20
Concentrated Loads (lb)
Vert: 9=-50 10=-50
Dead Load Deb. =1/16 in
Us =
46
PLATES GRIP
MT20 244/190
Weight: 71 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
A0261158
WTRMAV2
F03
Roof Special
4
1
Job Reference (optional)
A-IFRoof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:22 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-JQ5SOggY?CaYJu3NF2pMbPf59EWJFX_24rMmikz2Pch
15-4-4
0 12 6-3-2 7-6-0 8 9-0 14-8-8 1 -2-1 26-0-4 2 -0
0- - 2 5-11-6 1-2-14 1-3-0 5 11-8 -6 10-84 0-3-12
0-1-8
Dead Load Defl. =1/16 in
4x10 II
12
3x6 11
46 = 46 = 6x8 = 3x4 II 46 =
3 4 5 6 7 8 9
4x6 = 3x8 11
10 11 12
2221 20 19 18 17 16 15 1413
4x6 = 1.5x4 11 1.5x4 11 4x4 = 4x4 = 1.5x4 11 1.5x4 11 4x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in (loc)
I/defl
L/d
TCLL
40.0
Plate Grip DOL
1.00
TC 0.66
Vert(LL) -0.11 19-20
>999
360
TCDL
15.0
Lumber DOL
1.00
BC 0.73
Vert(CT) -0.18 20
>999
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.51
Horz(CT) -0.01 12
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x8 SP 240OF 1.8E
'Except'
3) Recommend 2x6 strongbacks, on edge, spaced at
BOT CHORD 2x4 SP No.2
10-0-0 oc and fastened to each truss with 3-1 Od
132: 2x4 SP No.3
WEBS 2x4 SP No.3 'Except'
(0.131" X 3") nails. Strongbacks to be attached to
W1: 2x4 SP No.2
walls at their outer ends or restrained by other means.
BRACING -
TOP CHORD LOAD CASE(S)
Structural wood sheathing directly applied or 6-0-0 oc Standard
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 3-21, 4-18
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 898/0-3-0 (min.0-1-8)
12 = 632/0-3-0 (min.0-1-8)
7 = 1844/0-4-12 (min.0-1-8)
Max Grav
1 = 912(LC 3)
12 = 674(LC 4)
7 = 1844(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-1847/0, 9-10=-976/0, 2-21=0/541,
11-14=0/428
BOT CHORD
20-21=0/1847, 19-20=0/1847,
18-19=0/1847, 6-18=0/546, 8-17=0/427,
16-17=0/976, 15-16=0/976, 14-15=0/976
WEBS
3-21=-1714/0, 4-18=-1831/0,
9-1 7=-1 023/0, 10-14=-964/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) The Fabrication Tolerance at joint 5 = 10%
26-0-4
PLATES GRIP
MT20 244/190
Weight: 159 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
w A0261159
UVTRMAV2
F04
FLOOR
10
1
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:23 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy7Kyn003-ocfrDOhAmW iPxl eZolKb8cCHre_I_38BIV5JEAz2Pcg
-5-5-8 ,0-5-$ 4-1-4 5-4 4 6-7 4 10-8-8
5-0-0 b-5- 4-1-4 1-3-0 1-NO 4-1-4
3x6 11
6x8 = 4x6 =
3x6 11
12 11 10 9
4x4 =
1.5x4 II
1.5x4 II
LOADING(psf)
SPACING-
1-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 40.0
Plate Grip DOL
1.00
TC 0.60
Vert(LL)
0.03
11
>999
360
TCDL 15.0
Lumber DOL
1.00
BC 0.20
Vert(CT)
0.04
11
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.19
Horz(CT)
0.00
9
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x8 SP 240OF 1.8E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x8 SP 240OF 1.8E
LBR SCAB 1-4 2x8 SP 240OF 1.8E one side
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
9 =
187/Mechanical
2 =
998/0-4-12 (min.0-1-8)
Max Uplift
9 =
-29(LC 3)
Max Grav
9 =
296(LC 4)
2 =
998(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
6-7=-351/362
BOT CHORD
11-12=-362/351,10-11=-362/351,
9-10=-362/351
WEBS
6-12=-382/292, 7-9=-353/403
NOTES-
1) Attached 8-0-0 scab 1 to 4, front face(s) 2x8 SP
240OF 1.8E with 2 row(s) of 10d (0.131 "x3") nails
spaced 9" o.c.except : starting at 4-2-6 from end at joint
1, nail 2 row(s) at 3" o.c. for 3-9-10.
2) Unbalanced floor live loads have been considered for
this design.
3) The Fabrication Tolerance at joint 5 = 10%
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 9.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-55, 3-8=-55, 9-12=-10
Concentrated Loads (lb)
Vert: 1=-200
4x4 =
10-8-8
4-1-4
PLATES GRIP
MT20 244/190
Weight: 108 Ib FT = 10%
Job
Truss
Truss Type
Qty
Ply
A0261160
WTRMAV2
F05
FLOOR
2
1
Job Reference (optional)
A-4'Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:23 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-ocfrDOhAmWiPxl eZolKbBcClleyC_?vBIV5JEAz2Pcg
0-2-6
0.0.12
-3- 4-3-10 5-5-7 6-9-10 10-10-14
-3- 4-1-4 1-1-13 1-4-3 4-1-4
0-0-12 g I I 46 = 3x8 11
0-1-III'
1 2 3 4 46 = 5
T1
W1
W2
W2
,1.
W1
W1
W1
Ll
131 Li
9 4x6 =
7
0
1.5x4
-2-6
0-0-12 4x6 =
,0-3-2i 1 4-3-10 i 5-5-7 i 6-9-10 i 10-10-14
0-3- 4-1-4 1-1-13 1-4-3 4-1-4
0.0.12
1 5x4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.57
Vert(LL)
-0.04
7-8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.00
BC 0.36
Vert(CT)
-0.06
7-8
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.40
Horz(CT)
0.01
6
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 68 lb FT = 10%
LUMBER -
TOP CHORD 2x8 SP 2400F 1.8E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
696/0-4-12 (min. 0-1-8)
6 =
703/Mechanical
Max Grav
1 =
696(LC 1)
6 =
703(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-1090/0, 5-6=-254/0, 2-9=0/462
BOT CHORD
8-9=0/1090, 7-8=0/1090, 6-7=0/1090
WEBS
3-9=-1 097/0, 4-6=-1 127/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
city
Ply
al
A0261161
WTRMAV2
F06
FLOOR
2
1
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:24 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-GoDDQMhpXggGYBDmMTrggqkU92MejYN KX9rtmcz2Pc1
3-10-8
3-10-8 1.5x4 11
1 3x4 = 2
4 3
1.5x4 11 3x4 =
3-10-8
LOADING (psf)
TCLL 40.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL : 1.00
Lumber DOL 1.00
Rep Stress Incr YES
Code FBC20171TPI2014
CSI.
TC 0.50
BC 0.09
WB 0.00
Matrix -MP
DEFL. in (loc) I/deft Ud
Vert(LL) 0.00 4 "'* 360
Vert(CT) -0.01 3-4 >999 240
Horz(CT) 0.00 3 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 21 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-10-8 oc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 = 233/Mechanical
3 = 233/Mechanical
Max Grav
4 = 233(LC 1)
3 = 233(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Refer to girder(s) for truss to truss connections.
2) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
FG01
FLOOR
1
3
A0261162
Job Reference (optional)
A-T Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:25 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-k?nbeiiR17y7ALoywAM3D1 HZMSagSmBUmpaQJ3z2Pce
P 4 $ 3-4-2 5-5-13 6-4-7 6-10-1a 9-4-14 10-4-7 10-9-15 13-2-3 16-3-12
0 4-8 2-11-9 2-1-12 0-10-10 0-6-7 2-6-0 0-11-9 -5- 2 4-5 3-1-9
Dead Load Defl. = 1/8 in
2x4 II 4x12 = 3x8 = 1.5x4 II 1.5x4 II 5x12 = 2x4 II
1
2 W
q
W1
81
B2
s 6
13 14 15 11 16 10 12x14 = 9 17 c
G 6
6'
7x10 MT20HS=
LOADING (psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 15.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2017[TP12014
LUMBER -
TOP CHORD 2x4 SP M 30 *Except*
T2: 2x4 SP 240OF 2.0E
BOT CHORD 2x8 SP 240OF 1.8E
WEBS 2x6 SP No.2 *Except*
W4: 2x4 SP M 30, W2: 2x4 SP No.2
W3: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-9-4 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 16791/0-7-10 (min.0-4-10)
8 = 7905/0-8-0 (min. 0-2-3)
Max Grav
12 = 16791(LC 1)
8 = 7905(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=-1393/0, 2-3=-20949/0, 3-4=-20949/0,
4-5=-20949/0, 5-6=-20949/0, 6-7=-965/0,
7-8=-253/0
BOT CHORD
12-13=0/11685, 13-14=0/11685,
14-15=0/11685, 11-15=0/11685,
11-16=0/20949, 10-16=0/20949,
9-10=0/11287, 9-17=0/11287,
8-17=0/11287
WEBS
6-10=0/11111, 6-8=-11717/0,
2-11 =0/1 0507, 2-12=-11507/0,
5-10=-464/0
NOTES-
1) 3-ply truss to be connected together with 10d
(0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc, 2x4 -1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows
staggered at 0-6-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc.
12x14 = 7x10 MT20HS=
CSI.
DEFL.
in
(loc)
I/deft '
Ud
TC 0.85
Vert(LL)
-0.20
11
>952
360
BC 0.62
Vert(CT)
-0.32
11
>597
240
WB 0.99
Horz(CT)
0.04
8
n/a -
n/a
Matrix -MS
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) Unbalanced floor live loads have been considered
for this design.
4) All plates are MT20 plates unless otherwise
indicated.
5) The Fabrication Tolerance at joint 3 = 10%, joint 9 =
10% .
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 953
lb down at 0-11-0, 945 lb down at 0-11-0, 950 lb
down at 2-4-8, 941 lb down at 2-4-8, 950 lb down at
4-4-8, 941 lb down at 4-4-8, 950 lb down at 6-4-8,
941 lb down at 6-4-8, 950 lb down at 8-4-8, 941 lb
down at 8-4-8, 950 lb down at 104-8, 941 lb down at
10-4-8, 950 lb down at 12-4-8, 941 lb down at 124-8,
and 950 lb down at 14-4-8, and 941 lb down at
14-4-8 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-7=-110, 8-12=-20
Concentrated Loads (lb)
Vert: 12=-7500 9=-1 891 (F=-950, B=-941)
1 0=-1 891 (F=-950, B=-941) 11 =-1 891 (F=-950,
B=-941) 13=-1897(F=-953, B=-945)
14=-1 891 (F=-950, B=-941) 15=-1 891 (F=-950,
B=-941)16=-1891(F=-950,E=-941)
17=-1891(F=-950, B=-941)
5x8 =
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 302 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
A0261163
WTRMAV2
FG02
FLOOR
1
2�
Job Reference(optional)
H-1 KOOT i russes, ron coerce, rL 34U413, cesignLaitruss.com
1 8x14 = 2 4x8 =
Kun: a.ziu s may is zuits i-nnu n.ziu s
ID:YwMtazYTmRGkHb�
2x4 11
3
2x4 11
4
18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:25 201*9 Page 1
ry?Kyn003-k?nbelIR17y7ALoywAM3D1 HcASXxSgzUmpaQJ3z2Pce
Dead Load Dell. = 1/8 in
5x14 = 3x4 11
5 6
5x10 MT20HS= 10x14 = 46 = Us 11 5x6 =
3-9-1
6-3-6
7-6-6 , 8-9-6
11-2-11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL 40.0
Plate Grip DOL
1.00
TC 0.67
Vert(LL)
-0.17 10-11
>999
360
TCDL 15.0
Lumber DOL
1.00
BC 0.79
Vert(CT)
-0.27 10-11
>661
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.75
Horz(CT)
0.03 7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x6 SP 240OF 2.0E
BOT CHORD 2x8 SP 240OF 1.8E
WEBS 2x4 SP No.3 `Except'
W1: 2x6 SP No.2
W2: 2x4 SP 240OF 2.0E
W6: 2x4 SP M 30
W3: 2x8 SP 240OF 1.8E
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-2 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 7509/0-4-0 (min. 0-3-2)
7 = 303710-8-0 (min.0-1-8)
Max Grav
12 = 7509(LC 1)
7 = 3037(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-12=-6505/0, 1-2=-15059/0,
2-3=-12086/0,3-4=-12086/0,
4-5=-12086/0, 5-6=-385/0, 6-7=-310/0
BOT CHORD
11-12=0/1140, 10-11=0/15059,
9-10=0/12086, 8-9=0/5318, 7-8=0/5318
WEBS
1 -11 =0/1 5079, 2-10=-3785/0, 5-9=0/7647,
5-8=-868/0, 5-7=-5495/0, 4-9=-1293/0,
3-10=0/460, 2-11=0/2210
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc, 2x8
- 2 rows staggered at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3).Unbalanced floor live loads have been considered
for this design.
4) All plates are MT20 plates unless otherwise
indicated.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-6=-110, 7-12=-20
Concentrated Loads (lb)
Vert: 11=-8648
15-0-12
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 218 Ib FT = 10%
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
FG03
FLOOR
1
3
A0261164
Job Reference (optional)
n-�- Rwi i iusbes, ruiL rieice, rL 04a1+o, UU%HynLa iuuss.com
Kun: t5.zlu s May its zuio vnnu mziu s May its zuib MI I eK Industries, Inc. Wea J= 26 13:37:26 2019
2-6-3 2-6-3 2-6-3 12-6-3 2-6-3
Dead Load Den. = 3l8 in
5x8 = 10x14 MT20HS= 4x6 = 4x6 = 4x6 = 4x6 = 4x6 = 10x14 MT20HS= 5x8 =
13-0-5
LOADING (psf)
SPACING-
2-0-0
CS'-
DEFL.
in
(loc)
I/deft
L/d
PLATES
GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.91
Vert(LL)
-0.65
15
>381
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.00
BC 0.94
Vert(CT)
-1.01
15
>244
240
MT20HS
1871143
BCLL 0.0
Rep Stress Incr
YES
WB 0.54
Horz(CT)
0.12
11
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 439 Ib
FT = 10%
LUMBER -
TOP CHORD 2x6 SP 240OF 2.0E
BOT CHORD 2x8 SP 240OF 1.8E
WEBS 2x4 SP M 30 *Except*
W1: 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing,
Except:
2-2-0 cc bracing: 15-16,14-15.
REACTIONS. (lb/size)
19 = 10318/0-5-0 (min.0-2-14)
11 = 6925/0-8-0 (min. 0-1-15)
Max Grav
19 = 10318(LC 1)
11 = 6925(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-1 9=-2784/0, 1-20=-1 974/0,
20-21=-1974/0, 2-21=-1974/0,
2-22=-20029/0, 3-22=-20029/0,
3-23=-32678/0, 4-23=-32678/0,
4-24=-39296/0, 24-25=-39296/0,
5-25=-39296/0, 5-26=-41140/0,
26-27=-41140/0, 6-27=41140/0,
6-28=-38281/0, 28-29=-38281/0,
7-29=-38281/0, 7-30=-30689/0,
30-31=-30689/0, 8-31=-30689/0,
8-9=-17670/0, 9-10=-1459/0,
10-11=-892/0
BOT CHORD
18-19=0/13073, 17-18=0/28085,
16-17=0/37246, 15-16=0/41496,
14-15=0/40914, 13-14=0/35777,
12-13=0/25702, 11-12=0/10305
WEBS
2-19=-12842/0, 2-18=0/8443,
3-18=-9778/0, 3-17=0/5576, 4-17=-5544/0,
4-16=0/2489, 5-16=-2671/0, 5-15=-433/0,
6-15=0/273, 6-14=-3196/0, 7-14=0/3040,
WEBS
2-19=-12842/0, 2-18=0/8443,
3-18=-9778/0, 3-17=0/5576,
4-17=-5544/0, 4-16=0/2489,.
5-16=-2671/0, 5-15=-433/0, 6-15=0/273,
6-14=-3196/0, 7-14=0/3040,
7-13=-6176/0, 8-13=0/6053,
8-12=-9750/0, 9-12=0/8940,
9-11=-10235/0
NOTES-
1) 3-ply truss to be connected together with 10d
(0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows
staggered at 0-7-0 cc.
Bottom chords connected as follows: 2x8 - 2 rows
staggered at 0-9-0 cc.
Webs connected as follows: 2x4 -1 row at 0-7-0 cc,
Except member 2-18 2x4 - 1 row at 0-9-0 cc, member
18-3 2x4 -1 row at 0-9-0 cc, member 3-17 2x4 -1 row
at 0-9-0 oc, member 17-4 2x4 -1 row at 0-9-0 oc,
member 4-16 2x4 -1 row at 0-9-0 oc, member 16-5
2x4 -1 row at 0-9-0 cc, member 5-15 2x4 - 1 row at
0-9-0 cc, member 15-6 2x4 -1 row at 0-9-0 cc,
member 6-14 2x4 -1 row at 0-9-0 oc, member 14-7
2x4 - 1 row at 0-9-0 oc, member 7-13 2x4 - 1 row at
0-9-0 oc, member 13-8 2x4 - 1 row at 0-9-0 cc,
member 8-12 2x4 -1 row at 0-9-0 cc, member 12-9
2x4 -1 row at 0-9-0 oc, member 9-11 2x4 - 1 row at
0-9-0 cc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated.
3) All plates are MT20 plates unless otherwise
indicated.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 cc and fastened to each truss with 3-10d
(0.131" X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
LOAD CASE(S)
Standard
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-10=-110, 11-19=-20
Concentrated Loads (lb)
Vert: 7=-592 5=-592 8=-1178 9=-586 20=-1686
21=-1640 22=-1624 23=-1624 24=-901 25=-592
26=-592 27=-592 28=-592 29=-592 30=-592
31=-592
Job
Truss
Truss Type
Qty
Ply
A0261165
V TRMAV2
FG04
FLOOR
1
1
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:27 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-gNvL3NkhglCgPfyL1 bOXISMyZFDOwo5nD63XNxz2Pcc
15-4 4
5-1-3 7-4 4 9-10 13 14-8-8 1 -2- 19-5-4 21-11-4 26-0-4 2 -0
5-1-3 2-3-1 4-9-11 -6 4-1-0 2-6-0 4-1-0 0- - 2
0-1-8
Dead Load Deg. =1/8 in
3x6 11
3x4 11 4x8 = 6x8 = 3x6 11 4x6 =
1 2 3 4 5 6 7
4x6 = 3x4 11
8 9 10
18 19 20 17 16 15 14 13 1211
5x6 = 1.5x4 11 4x4 = 4x4 = 1.5x4 11 1.5x4 11 4x4 =
5-1-3 7 4 4 9-10-13 14-8-8 15 4�4 19-5-4 20-8-4,21-11-4, 26-0 4 2, 4-0
5-1-3 2-3-1 M-9 4-9-11 -7-1 4-1-0 1-3-0 1-3-0 4-1-0 0- - 2
LOADING (psf)
SPACING-
1-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.68
Vert(LL)
-0.20 17-18
>898
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.00
BC 0.82
Vert(CT)
-0.33 17-18
>543
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.45
Horz(CT)
0.01 5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 162 Ib FT = 10%
LUMBER -
TOP CHORD 2x8 SP 240OF 1.8E
BOT CHORD 2x4 SP No.3 *Except`
B1: 2x4 SP 240OF 2.OE, B3: 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
W1: 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
1 Row at midpt 2-18, 2-16
REACTIONS. (lb/size)
18 =
816/Mechanical
10 =
304/0-3-0 (min.0-1-8)
5 =
101110-4-12 (min.0-1-8)
Max Grav
18 =
823(LC 3)
10 =
328(LC 4)
5 =
1011(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
7-8=-454/0
BOT CHORD
18-19=0/1344, 19-20=0/1344,
17-20=0/1344, 16-17=0/1344, 4-16=0/293,
14-15=0/454, 13-14=01454, 12-13=0/454
WEBS
2-18=-1119/0, 2-16=-132710, 7-15=-484/0,
8-12=-445/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) The Fabrication Tolerance at joint 3 = 10%
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 223
lb down at 1-5-4, and 223 lb down at 3-5-4 on bottom
chord. The design/selection 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 front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-9=-55, 9-10=-55, 16-18=-10, 11-15=-10
Concentrated Loads (lb)
Vert: 19=-223(B)20=-223(B)
Job
Truss
Truss Type
Qty
Ply
UVTRMAV2
FG05
FLOOR
1
2A0261166
Job Reference(optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:27 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-gNvL3NkhglCgPfyL1 bOXISM2HFMIwuvnD63XNxz2Pcc
3-11-4 1 Fy44h6-0 ,
3-11-4 0-6r.?X4 11
3x4 =
T1
W1
W2 I
W1
W1
B1
6
5
4
3x4
=
1.5x4 II
2x4 II
3-11 4
4-6-0 ,
3-11-4
0-6-12
LOADING (psf)
SPACING-
1-0-0
CS1.
DEFL.
in
(loc)
I/defl L/d
PLATES GRIP
TCLL
40.0
Plate Grip DOL
1.00
TC 0.31
Vert(LL)
-0.01
5-6
>999 360
MT20 244/190
TCDL
15.0
Lumber DOL
1.00
BC 0.20
Vert(CT)
-0.01
5-6
>999 240
BCLL
0.0
Rep Stress Incr
NO
WB 0.08
Horz(CT)
0.00
4
n/a n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 51 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
6 =
218/Mechanical
4 =
874/Mechanical
Max Grav
6 =
218(LC 1)
4 =
874(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
3-4=-359/0
WEBS
2-5=0/328
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131"x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0
oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-4-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Unbalanced floor live loads have been considered for
this design.
4) Refer to girder(s) for truss to truss connections.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 818
lb down at 3-11-4 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-55, 4-6=-10
Concentrated Loads (lb)
Vert: 5=-818(B)
Job
Truss
Truss Type
Qty
Ply
A0261167
WTRMAV2
HA
Diagonal Hip Girder
1
1
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:28 2019 Page 1
I D:YwMtazYTmRGkHb8J_pTy?Kyn003-BaTkGjlJb2Kh1 pWXbJwmrgvEifiNfLNwSmp4wOz2Pcb
-0-9-3 4-2-3
0_9_3 4-2-3
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/deft
L/d
TCLL 30.0
Plate Grip DOL
1.25
TC 0.20
Vert(LL) -0.01
4-5
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.17
Vert(CT) -0.01
4-5
>999
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.00
Horz(CT) -0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. All bearings Mechanical except at --length)
2=1-5-0, 5=0-3-8.
(lb) - Max Horz
2= 91(LC 4)
Max Uplift
All uplift 100 lb or less at joint(s) 3,
2 except 5=-125(LC 8)
Max Grav
All reactions 250 lb or less at joint(s)
3, 2, 4 except 5=344(LC 21)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the
truss only. For studs exposed to wind (normal to the
face), see Standard Industry Gable End Details as
applicable, or consult qualified building designer as per
ANSI/TPI 1.
3) Gable studs spaced at 2-0-0 oc.
4) Concentrated loads from layout are not present in
Load Case(s): #101 1 st Moving Load; #201 2nd Moving
Load; #301 3rd Moving Load; #401 4th Moving Load;
#501 5th Moving Load; #601 6th Moving Load; #701
7th Moving Load.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
6)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 2 except at=lb) 5=125. .
9) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
10) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 98
lb down and 140 lb up at 1-4-9 on top chord, and 13
lb down and 31 lb up at 1-4-9 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
11) 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 (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-90, 4-6=-20
Concentrated Loads (lb)
Vert: 7=42 8=-13(F)
PLATES GRIP
MT20 244/190
Weight: 14 lb FT = 10%
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
HJ3A
Diagonal Hip Girder
1
1
A0261168
Job Reference (optional)
A T Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:29 2019 Page 1
I D:YwMtazYTmRGkHb8J_pTy?Kyn003-cm16U31xMMSYfy5j90R?NtSNw30hOop4hQYeSgz2Pca
-1-10-10 2-0-2 4-2-3
1-10-10 2-0-2 2-2-0
3x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
-0.04
6-9
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.29
Vert(CT)
-0.05
6-9
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.05
Horz(CT)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix -MP
Weight: 20 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-3 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 =
105/Mechanical
2 =
275/0-10-15 (min. 0-1-8)
5 =
8/Mechanical
Max Horz
2 =
170(LC 8)
Max Uplift
4 =
-90(LC 33)
2 =
-256(LC 4)
5 =
-56(LC 8)
Max Grav
4 =
105(LC 1)
2 =
370(LC 19)
5 =
249(LC21)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-10=-275/70
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Concentrated loads from layout are not present in
Load Case(s): #101 1 st Moving Load; #201 2nd Moving
Load; #301 3rd Moving Load; #401 4th Moving. Load;
#501 5th Moving Load; #601 6th Moving Load; #701
7th Moving Load.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4, 5 except Qt=lb) 2=256.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)139
lb down and 85 lb up at 1-4-9, and 139 lb down and
85 lb up at 1-4-9 on top chord, and 21 lb down and 50
lb up at 1-4-9, and 21 lb down and 50 lb up at, 1-4-9
on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) 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 (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-90, 5-7=-20
Concentrated Loads (lb)
Vert: 10=170(F=85, B=85) 11=60(F=30, B=30)
Job
Truss
Truss Type
Qty
Ply
�
W7RMAV2
HJ5
Diagonal Hip Girder
4
1
A0261169
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:30 201� Page 1
ID:YwMtazYTmRGkHbBJ_pTy7Kyn003-4yaUhPmZ7gaPG6gwjjyEw5_YgTM17DbDv41 B_Gz2PCZ
1-10-10 3-5-2 7-0-2
1-10-10 3-5-2 3-7-0
3x4 =
1.5x4 II
3-5-2 7-0-2
3-5-2 3-7-0
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/deft
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL) 0.02
6-7
>999 ,
360
TCDL 15.0
Lumber DOL
1.25
BC 0.30
Vert(CT) -0.03
6-7
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.15
Horz(CT) -0.01
4
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 9-10-8 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
4 =
146/Mechanical
2 =
387/0-10-15 (min. 0-1-8)
5 =
174/Mechanical
Max Horz
2 =
256(LC 8)
Max Uplift
4 =
-115(LC 8)
2 =
-329(LC 4)
5 =
-157(LC 8)
Max Grav
4 =
146(LC 1)
2 =
488(LC 19)
5 =
252(LC 35)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-11=-614/205, 3-11=-517/216
BOT CHORD
2-13=-351/453, 7-13=-351/453,
7-14=-351/453, 6-14=-351/453
WEBS
3-6=-507/393
L,call I�'E
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for, truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 4=115, 2=329, 5=157.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 139
lb down and 85 lb up at 1-4-9, 139 lb down and 85 lb
up at 1-4-9, and 190 lb down and 97 lb up at 4-2-8,
and 190 lb down and 97 lb up at 4-2-8 on top chord,
and 21 lb down and 50 lb up at 1-4-9, 21 lb down and
50 lb up at 1-4-9, and 31 lb down and 17 lb up at
4-2-8, and 31 lb down and 17 lb up at 4-2-8 on 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 as front (F) or back (B).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-90, 5-8=-20
Concentrated Loads (lb)
Vert: 11=170(F=85, B=85)13=60(F=30, B=30)
14=-8(F=-4, B=-4)
LO
o
PLATES GRIP
MT20 244/190
Weight: 33 lb FT = 10%
Job %
Truss
Truss Type
Qty
Ply
WTRMAV2
HR
Diagonal Hip Girder
1
1
A0261170
Job Reference (optional)
A -IT Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:30 2019 Page 1
I D:YwMtazYTmRGkHbBJ_pTy?Kyn003-4yaUhPmZ7gaPG6gwjiyEwS_UETH H753Dv41 B_Gz2PcZ
-0-9-3 , 5-3-15 9-10-1
0-9-3 5-3-15 4-6-1
5-3-15
4-6-1
Plate Offsets (X,Y)--
f2:0-2-0,Edgel
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.59
Vert(LL)
0.08
7-9
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.59
Vert(CT)
-0.10
7-9
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.69
Horz(CT)
0.02
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 47 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-2-9 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 7-1-12 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 =
198/Mechanical
2 =
717/1-5-0 (min. 0-1-8)
5 =
522/Mechanical
Max Horz
2 =
189(LC 28)
Max Uplift
4 =
-150(LC 4)
2 =
-444(LC 4)
5 =
-272(LC 8)
Max Grav
4 =
198(LC 1)
2 =
717(LC 1)
5 =
522(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-10=-17001902, 3-1 0=-1 642/908
BOT CHORD
2-12=-842/1258, 12-13=-842/1259,
2-13=-843/1260,2-14=-1001/1643,
14-15=-1001/1643, 7-15=-1001/1643,
7-16=-1001/1643, 16-17=-1001/1643,
6-17=-1001 /1643
WEBS
3-7=-95/336,3-6=-1709/1041
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Concentrated loads from layout are not present in
Load Case(s): #101 1st Moving Load; #201 2nd
Moving Load; 4301 3rd Moving Load; #401 4th
Moving Load; 4501 5th Moving Load; #601 6th
Moving Load; #701 7th Moving Load; #801 8th
Moving Load; #901 9th Moving Load.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 4=150, 2=444, 5=272.
7) This truss has been designed for a moving
concentrated load of 200.0111b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 66
lb down and 68 lb up at 4-2-8, 66 lb down and 68 lb
up at 4-2-8, and 110 lb down and 141 lb up at 7-0-7,
and 110 lb down and 141 lb up at 7-0-7 on top chord,
and 13 lb down and 31 lb up at 1-4-9, 13 lb down and
31 lb up at 1-4-9, 22 lb down and 26 lb up at 4-2-8,
22 lb down and 26 lb up at .4-2-8, and 52 lb down and
37 lb up at 7-0-7, and 52 lb down and 37 lb up at
7-0-7 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
9) 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 (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Standard
Uniform Loads (plf)
Vert: 1-4=-90, 2-5=-20
Concentrated Loads (lb)
Vert: 11=-120(F=-60, B=-60) 13=-26(F=-13, B=-13)
15=45(F=-22, B=-22) 16=-105(F=-52, B=-52)
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
HJ7B
Diagonal Hip Girder
1
1
A0261171
Job Reference (optional)
H-1 KooT 1 russes, rOn coerce, I-L o4u4o, oeslgn(Nal IIUss.com
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:31 20119 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-Z98sulnCuziGuGF6GRTTTIXelshcsayM8k1 kWjz2PcY
3x4 = 3x4 = 2x4 11 4x4 =
9-10-1
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL. in
floc)
I/defl
L/d
TCLL
30.0
Plate Grip DOL
1.25
TC 0.67
Vert(LL) 0.03
6-7
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.33
Vert(CT) -0.04
6-7
>999
240
BCLL
0.0 *
Rep Stress lncr
NO
WB 0.52
Horz(CT) -0.01
4
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-4-5 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 9-3-4 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 =
209/Mechanical
2 =
583/0-10-15 (min. 0-1-8)
5 =
431/Mechanical
Max Horz
2 =
342(LC 8)
Max Uplift
4 =
-198(LC 8)
2 =
-358(LC 4)
5 =
-275(LC 8)
Max Grav
4 =
209(LC 1)
2 =
694(LC 44)
5 =
512(LC 44)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-1 0=-1 2091449, 10-11=-1197/496,
3-11=-1035/467
BOT CHORD
2-13=-614/993, 2-14=-614/997,
14-15=-614/997, 15-16=-614/997,
7-16=-614/997, 7-17=-614/997,
6-17=-614/997
WEBS
3-7=-14/331, 3-6=-1098/676
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf, BCDL=S.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Concentrated loads from layout are not present in
Load Case(s): #101 1 st Moving Load; #201 2nd
Moving Load; #301 3rd Moving Load; #401 4th
Moving Load; #501 5th Moving Load; #601 6th
Moving Load; #701 7th Moving Load; #801 8th
Moving Load; #901 9th Moving Load.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 4=198, 2=358, 5=275.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)134
lb down and 86 lb up at 1-4-9, 134 lb down and 86 lb
up at 1-4-9, 185 lb down and 85 lb up at 4-2-8, 185 lb
down and 85 lb up at 4-2-8, and 251 lb down and 175
lb up at 7-0-7, and 251 lb down and 175 lb up at
7-0-7 on top chord, and 27 lb down and 50 lb up at
1-4-9, 27 lb down and 50 lb up at 1-4-9, 33 lb down
and 17 lb up at 4-2-8, 33 lb down and 17 lb up at
4-2-8, and 60 lb down and 35 lb up at 7-0-7, and 60 lb
down and 35 lb up at 7-0-7 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
PLATES GRIP
MT20 244/190
Weight: 51 lb FT = 10%
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-90, 2-5=-20
Concentrated Loads (lb)
Vert: 10=172(F=86, B=86) 12=-114(F=-57, B=-57)
14=61(F=30, B=30) 16=-16(F=-8, B=-8)
17=-86(F=-43, B=-43)
Job
Truss
Truss Type
Qty
Ply
%
A0261172
WTRMAV2
HJ7C
Diagonal Hip Girder
1
1
Job Reference (optional)
A- 'Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:32 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-1 LiE65ogfHg7WQglqB_i?W3piG1 sbi kWNOnl39z2PcX
5-0-14 9-10-1
5-0-14 4-9-2
3x4 = 3x4 = `^v
0- -6 5-0-14 9-10-1
0- -6 5-0-8 4-9-2
Plate Offsets (X,Y)-- i1:0-7-5,0-2-31,f1:0-0-0,0-0-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.65
Vert(LL) 0.03 5-6 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.33
Vert(CT) -0.04 5-6 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.55
Horz(CT) -0.01 3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 48 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-2-12 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 8-7-12 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
523/0-10-9 (min. 0-1-8)
3 =
208/Mechanical
4 =
482/Mechanical
Max Horz
1 =
298(LC 8)
Max Uplift
1 =
-263(LC 8)
3 =
-197(LC 8)
4 =
-313(LC 8)
Max Grav
1 =
655(LC 43)
3 =
208(LC 1)
4 =
533(LC 44)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-9=-1273/536, 9-10=-1241/565,
2-10=-1081 /533
BOT CHORD
1-12=-714/1050, 1-13=-716/1055,
13-14=-716/1055, 14-15=-716/1055,
6-15=-716/1055, 6-16=-716/1055,
5-16=-716/1055
WEBS
2-6=-63/343, 2-5=-1162/788
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Concentrated loads from layout are not present in
Load Case(s): #101 1 st Moving Load; #201 2nd
Moving Load; #301 3rd Moving Load; #401 4th
Moving Load; #501 5th Moving Load; #601 6th
Moving Load; #701 7th Moving Load; #801 8th
Moving Load; #901 9th Moving Load.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=lb) 1=263, 3=197, 4=313.
8) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
9) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 118
lb down and 28 lb up at 1-4-9, 133 lb down and 85 lb
up at 1-4-9, 183 lb down and 95 lb up at 4-2-8, 185 lb
down and 85 lb up at 4-2-8, and 250 lb down and 180
lb up at 7-0-7, and 251 lb down and 175 lb up at
7-0-7 on top chord, and 10 lb down and 16 lb up at
1-4-9,.27 lb down and 50 lb up at 1-4-9, 31 lb down
and 29 lb up at 4-2-8, 33 lb down and 17 lb up at
4-2-8, and 59 lb down and 42 lb up at 7-0-7, and 60 lb
down and 35 lb up at 7-0-7 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
10) 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 (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-90, 1-4=-20
Concentrated Loads (lb)
Vert: 9=85(B) 11=-121(F=-64, B=-57) 13=21(F=-9,
B=30) 15=-29(F=-21, B=-8) 16=-94(F=-51, B=-43)
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
HJ7W
Diagonal Hip Girder
1
1
AO261173
v;
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 6.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:33 201J Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-VXGdJRoSQby_7aPUOsVxYjc?NgLnKTsfc2W rbbz2PcW
-0-9-3 5-3-15 9-10-1
0-9-3 5-3-15 4-6-1
Plate Offsets
LOADING (psf)
SPACING-
2-0-0
TCLL
30.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 *
Rep Stress Incr
NO
BCDL
10.0
Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-7 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 5-9-8 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 =
199/Mechanical
2 =
595/1-5-0 (min. 0-1-8)
5 =
485/Mechanical
Max Horz
2 =
192(LC 31)
Max Uplift
4 =
-167(LC 8)
2 =
-513(LC 4)
5 =
-526(LC 4)
Max Grav
4 =
199(LC 1)
2 =
595(LC 1)
5 =
485(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-10=-1 079/891, 2-11 =-1538/1389,
3=11=-1480/1395
BOT CHORD
2-13=-979/1019, 2-14=-1475/1484,
14-15=-1475/1484, 7-15=-1475/1484,
7-16=-1475/1484, 16-17=-1475/1484,
6-17=-1475/1484
WEBS
3-7=-315/336, 3-6=-1543/1534
9-10-1
CSI.
DEFL. in
floc)
I/deft
L/d
TC 0.59
Vert(LL) 0.09
7
>999
360
BC 0.48
Vert(CT) -0.08
7-9
>999
240
WB 0.62
Horz(CT) -0.02
5
n/a
n/a
Matrix -MS
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) Concentrated loads from layout are not present in
Load Case(s): #101 1 st Moving Load; #201 2nd
Moving Load; #301 3rd Moving Load; #401 4th
Moving Load; #501 5th Moving Load; #601 6th
Moving Load; #701 7th Moving Load; #801 8th
Moving Load; #901 9th Moving Load.
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Ot=lb) 4=167, 2=513, 5=526.
7) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with, any other live loads.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)197
lb down and 281 lb up at 1-4-9, 47 lb down and 47 lb
up at 4-2-8, 47 lb down and 47 lb up at 4-2-8, and
110 lb down and 163 lb up at 7-0-7, and 110 lb down
and 163 lb up at 7-0-7 on top chord, and 75 lb down
and 1 lb up at 4-2-8, 75 Ib down and 1 lb up at 4-2-8,
and 52 lb down and 139 lb up at 7-0-7, and 52 lb
down and 139 lb up at 7-0-7 on bottom chord. The
design/selection of such connection device(s) is the
responsibility of others.
9) 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
PLATES GRIP
MT20 244/190
Weight: 47 lb FT = 10%
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-90, 2-5=-20
Concentrated Loads (lb)
Vert: 10=85 12=-120(F=-60, B=-60) 15=2(F=1, B=1)
16=-104(F=-52, B=-52)
Job 1�
Truss
Truss Type
Qty
Ply
A0261174
WTRMAV2
J3
JACK -OPEN
3
1
Job Reference (optional)
A -?'Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:34 2019 Page 1
ID:YwMtazYTmRGkHb8J_pTy?Kyn003-zjq?Xnp4Bu4dk_hyZ1 A4w9FH4ly33spgiGO71 z2PCV
1 4-0 3-0-0
1-4-0 3-0-0
0
O N
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
-0.01
4-7
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.22
Vert(CT)
-0.02
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.01
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 12 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
105/Mechanical
2 =
299/0-8-0 (min.0-1-8)
4 =
32/Mechanical
Max Horz
2 =
170(LC 12)
Max Uplift
3 =
-108(LC 12)
2 =
-108(LC 12)
4 =
-4(LC 12)
Max Grav
3 =
130(LC 19)
2 =
299(LC 1)
4 =
54(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except (jt=lb) 3=108, 2=108.
LOAD CASE(S)
Standard
Job
Truss
Truss Type Qty
Ply
I A0261175
WTRMAV2
J3A
Jack -Open 1
1
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:34 201"d Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-zjq?Xnp4Bu4dk_hyz1 A4w9Ho4mU33spgiGO71 z2PcV
-0-6-8 3-0-0
0-6-8 3-0-0
2x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL, in
(loc)
I/defl
Ud
TCLL
30.0
Plate Grip DOL
1.25
TC 0.17
Vert(LL) -0.01
4-7
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.19
Vert(CT) -0.01
4-7
>999
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
3
n/a
n/a
BCDL
10.0
Code FBC2017ITP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
107/Mechanical
2 =
210/0-8-0 (min. 0-1-8)
4 =
51/Mechanical
Max Horz
2 =
90(LC 8)
Max Uplift
3 =
-78(LC 12)
2 =
-120(LC 8)
4 =
-12(LC 12)
Max Grav
3 =
107(LC 1)
2 =
210(LC 1)
4 =
55(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left .exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except (jt=lb) 2=120.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 10 lb FT = 10%
Job 4
Truss
Truss Type
Qty,
Ply
WTRMAV2
J5
JACK -OPEN
20
1
A0261176
Job Reference (optional)
A-9 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 2613:37:35 2019 Page 1
ID:YwMtazYTmRGkHb8J—pTy?Kyn003-RwONk6gixCCiNtZtVHYPd8hibU?xoW6y3M?yfuz2PcU
-1-4-0 5-0-0
1 4-0 5-0-0
46 =
5-0-0
5-0-0
Plate Offsets (X,Y)—
i2:0-0-0,0-1-51
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.74
Vert(LL)
-0.07
4-7
>837
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.56
Vert(CT)
-0.11
4-7
>543
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.02
3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 18 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
190/Mechanical
2 =
399/0-8-0 (min.0-1-8)
4 =
67/Mechanical
Max Horz
2 =
256(LC 12)
Max Uplift
3 =
-186(LC 12)
2 =
-131(LC 12)
4 =
-1O(LC 12)
Max Grav
3 =
230(LC 19)
2 =
399(LC 1)
4 =
95(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Extedor(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) . This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except (jt=lb) 3=186, 2=131.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
city
Ply
WTRMAV2
J7
Jack -Open
5
1
'A0261177
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:36 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-v6ylySrKiWKZ? 1833_3eALEPKtKIXzL5101VCwz2PcT
,-0-6-8, 7-0-0
0-6-8 7-0-0
3x6
LOADING (ps2
SPACING-
2-0-0
CSI.
TCLL
30.0
Plate Grip DOL
1.25
TC 1.00
TCDL
15.0
Lumber DOL
1.25
BC 0.59
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2017[TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
228/Mechanical
2 =
428/0-8-0 (min. 0-1-8)
4 =
152/Mechanical
Max Horz
2 =
189(LC 8)
Max Uplift
3 =
-176(LC 12)
2 =
-210(LC 8)
4 =
-38(LC 12)
Max Grav
3 =
228(LC 1)
2 =
428(LC 1)
4 =
294(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
Dead Load DeFl. = 1116 In
N
M
N
DEFL. in (loc) I/deft Ud PLATES GRIP
Vert(LL) 0.14 4-6 >605 360 MT20 244/190
Vert(CT) -0.13 4-6 >617 240
Horz(CT) -0.00 4 n/a n/a
Weight: 28 lb FT = 10%
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except at --lb) 3=176, 2=210.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Job i
Truss
Truss Type
Qty
Ply
A0261178
V TRMAV2
J7B
Jack -Open
6
1
Job Reference (optional)
A-i Roof Trusses, -Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:37 2019 Page 1
I D:YwMtazYTmRGkHbBJ_pTy?Kyn003-N I W79osyTpSQcBiGdhatiZnexHg?GQbFWgU3kMz2PcS
-1-4-0 7-0-0
1-4-0 7-0-0
3x8 G
LOADING (psf)
SPACING-
2-0-0
CS'_
DEFL.
in
(loc)
I/defl
L/d
TCLL 30.0
Plate Grip DX
1.25
TC 0.75
Vert(LL)
0.22
4-7
>386
360
TCDL 15.0
Lumber DOL
1.25
BC 0.59
Vert(CT)
-0.34
4-7
>246
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.01
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEDGE
Left: 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-6-9 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
268/Mechanical
2 =
505/0-8-0 (min.0-1-8)
4 =
104/Mechanical
Max Horz
2 =
342(LC 12)
Max Uplift
3 =
-253(LC 12)
2 =
-167(LC 12)
4 =
-16(LC 12)
Max Grav
3 =
321(LC 19)
2 =
508(LC 19)
4 =
274(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph;,TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except at=lb) 3=253, 2=167.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
19
v
Dead Load Defl. = 118 in
PLATES GRIP
MT20 244/190
Weight: 25 lb FT =10%a
Job
Truss
Truss Type
Qty
Ply
WTRMAV2
PC
Jack -Open
2
1
' A0261179
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:37 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy1Kyn003-NI W79osyTpSQcBiGdhatiZnfTHiFGQbFWgU3kMz2PcS
7-0-0
3x6 =
7-0-0
Plate Offsets (X,Y)-- [1:0-3-3,0-1-81
LOADING(psf)
SPACING-
2-0-0
CSI.
TCLL
30.0
Plate Grip DOL
1.25
TC 0.65
TCDL
15.0
Lumber DOL
1.25
BC 0.51
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP 2400F 2.0E
BOT CHORD 2x4 SP M 30
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
382/Mechanical
2 =
277/Mechanical
3 =
105/Mechanical
Max Horz
1 =
299(LC 12)
Max Uplift
1 =
-98(LC 12)
2 =
-260(LC 12)
3 =
-16(LC 12)
Max Grav
1 =
386(LC 19)
2 =
332(LC 19)
3 =
274(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=5.Opsf; h=25ft;
Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed;C-C for members
and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
Dead Load Defl. =1/8 in
o v
v
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) 0.22 3-6 >379 360 MT20 244/190
Vert(CT) -0.31 3-6 >267 240
Horz(CT) 0.01 2 n/a n/a
Weight: 23 lb FT = 10%
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 3 except Qt=1b) 2=260.
6) This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Job ,
Truss
Truss Type
Qty
Ply
WTRMAV2
J7W
Jack -Open
4
1
A0261180
Job Reference (optional)
A-T Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
0-6-8.
46 ._ 7
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:38 2019 Page 1
I D:YwMtazYTmRGkHbBJ_pTy?Kyn003-rV3WM8sbE7bH ELHSBP56FmJsDh3a?trOIKEcGpz2PcR
7-0-0
7-0-0
pj N
N
LOADING (psf)
SPACING-
2-0-0
CS'.
DEFL. in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DX
1.25
TC 0.52
Vert(LL) 0.20
4-6
>416
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.44
Vert(CT) 0.18
4-6
>459
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.01
4
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 28 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP 2400F 2.0E
BOT CHORD 2x6 SIP 2400F 2.0E
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
228/Mechanical
2 =
428/1-0-0 (min. 0-1-8)
4 =
152/Mechanical
Max Horz
2 =
192(LC 8)
Max Uplift
3 =
-188(LC 8)
2 =
-385(LC 8)
4 =
-201(LC 8)
Max Grav
3 =
228(LC 1)
2 =
428(LC 1)
4 =
294(LC 27)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed; end vertical left exposed; porch left
exposed;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 3=188, 2=385, 4=201.
6) This truss has been designed for a moving
concentrated load of 200.Olb live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
Ply
V TRMAV2
VM02
Valley
1
1
�A0261181
V
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
C
a
0
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 13:37:38 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-rV3 WM8sbE7bHELHSBP56FmJzlh92?trOIKEcGpz2PcR
2-0-0
2-0-0
2x4
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.07
Vert(LL) n/a - n/a 999
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.02
Vert(CT) n/a - n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 2 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 5 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
80/1-11-9 (min.0-1-8)
2 =
66/1-11-9 (min.0-1-8)
3 =
15/1-11-9 (min.0-1-8)
Max Horz
1 =
63(LC 12)
Max Uplift
1 =
-21(LC 12)
2 =
-65(LC 12)
Max Grav
1 =
81(LC 19)
2 =
79(LC 19)
3 =
29(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exterior(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forces 8 MWFRS for reactions shown; 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 live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5) Bearing atjoint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 2.
LOAD CASE(S)
Standard
41
JANUARY 17, 2017 I TYPICAL HIP / KING JACK CONNECTION I STDTLOI
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
& (3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
,Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
r�
0
ti
ttach Corner Jack's
r/ (2) 16d Toe Nails
@ TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
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zlezehmise&Mbya M-A" gmin wdta �j 0 peasiviloNed Tha4wa4Egg ieerisodbeSuVgDe orTnssSiyd=Engaaerfaranykff*A1Cap1- WtemsareasdefAdinTPE1. 4QfAL=1
Onw*W 02316A-1RrdTm s-Reamdobnafthisd=W.inamifomEwdWedwiihwrgancerr&mfirmA-1RoolTnnes. r�tFvFL34Ea
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL 1 STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
1' - 3' MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE BLDG.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE'CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
HORIZONTAL BRACE
(SEE SECTION A -A)
TRUSSSES 0
24' O.C.
2X6 DIAGONAL BRACE SPACED 4B'
O.C. ATTACHED TO VERTICAL WITH
(4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 15d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
' PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
\ BRACE AND THE TWO TRUSSES ON
\EITHER SIDE AS NOTED. TOENAIL
\ BLOCKING TO TRUSSES WITH (2) -
\ 10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
(5) - 10d COMMON WIRE NAILS.
END WALL
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL
NAILING SCHEDULE:
- FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) DR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED 6' O.C.
- FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-96, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
(.131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
I /
STRUCTURAL
GABLE TRUSS /
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALl
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED /
STUDS. TRUSSES WITHOUT INLAYED
\S ARE NOT ADDRESSED HERE. /
STANDARD GABLE /
\S /
UKAL
TRUSS
I'- , STUD
AN ADEDUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JULY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04
CONNECTION DETAIL
Aw
�i THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS:
■ ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL ENCLOSURE AND EXPOSURE
�! CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN
DRAWING FOR UPLIFTS.
�t
— NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24" O.C. OR LESS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
PIGGYBACK TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL PIGGYBACK TRUSS INFORMATION.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE TRUSS
(SPACING NOT TO EXCEED 24' O.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
be v& As a Truss Design Eno, (Le, Spy alry
unless oNarsise G":rad try a Catdrad agraal open m tsira0 by ag pales much2d
CopytgM �' �toA-f �inaf TN53ea-neprodu�W1 Cf Ible dOCJmefd, manyfwm to
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2" X 8"
TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48" O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48" O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5" X 0.099") NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2" X 8" TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
(PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION.
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=nWe.*wingmp=t tyfa5edes�nofftsag6P=depdedonhTDDonly,underTPH.Thedesignassumpons,loadingoDftr%svbRfi and useofftTNssiosanf
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JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05
.y
A-1 ROOF TRUSSES
AAM cr r uric Q1 vn
FOF
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6" O.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4" X4.5") WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
GENERAL SPECIFICATIONS:
1. NAIL SIZE = 3" X 0.131" = 10d
2. WOOD SCREW = 4.5" WS45 USP OR EQUIVALENT.
3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
4. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND
SECURE TO BASE TRUSSES AS PER DETAIL "A".
5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
6. NAILING DONE PER NDS - 01.
7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
-E END, COMMON
3S, OR GIRDER TRUSS
TRUSS CRITERIA:
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24" O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL I STDTL06
C
GENERAL SPECIFICATIONS:
® 1. NAIL SIZE = 3" X 0.131" = 10d
2. WOOD SCREW = 3"WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24" O.C. MAXIMUM) AND SECURE PER DETAIL
rrr
"A„
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
A-1 ROOF TRUSSES 6. NAILING DONE PER NDS - 01.
4451 ST. LUCIE BLVD. GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48" O.C.
FORT PIERCE, FL 34946 TRUSS, OR GIRDER
772-409-1010 TRUSS
VALLEY TRUSS y II I rt I II II IIBASE TRUSSES
(TYPICAL) II tr
GABLE END, COMMON
TRUSS, OR GIRDER
P F —1? VALLEY TRUSS TRUSS
/*s— (TYPICAL)
SEE DETAIL "A"
BELOW (TYP.)
SECURE VALLEY TRUSS '
W/ ONE ROW OF 10d
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
NAILS 6" O.C.
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3112 MAXIMUM 6112
CATERGORY II BUILDING
EXPOSURE C
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS #2
MAX TOP CHORD TOTAL LOAD = 50 PSF
SYP TO THE ROOF W/TWO USP
MAX SPACING = 24" O.C. (BASE AND VALLEY)
WS3 (1/4" X 3") WOOD SCREWS
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
INTO EACH BASE TRUSS.
(NO SHEATHING) N.T.S.
T ERAS S CONO MONS CUSTOSEn ('BUY`tq AG(MD&BG Wrt[P form uerihj desFpnme'as"real idu en ba Tnas Dmsa
beisH.As a Tn�s Dasgn Erc nee (.e., Spec0ylinginrrr).5e seal on arry7LO mpmjb w amaptmceof fne pro?essmnaleng'rwkg r
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I
'A-1 ROOF
Fri 60RrZ'Ja'iS
WIRUMEW
FvtPe¢,FC:Cs4
1 \VVVLV Vf-ILLL 1 %JL— VL I f1STDTL07
1L
JULY 17, 2017
(HIGH WIND VELOCITY) ,
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD-
FORT PIERCE, FL 34946
772-409-1010
ATTAC
WIND DESIGN PER ASCE 7-98, ASCE 7-1
WIND DESIGN PER ASCE 7-10: 170 MPI
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PSI
MAX SPACING = 24" O.C. (BASE AND VA
I
SUPPORTING TRUSSES DIRECTLY UNGrm VALLcr I muoo. CA MUJ I cc
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10" ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH
BOTTOM CHORD
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
NON -BEVELED
BOTTOM CHORD.
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
TEBtd58 Cdf1DRIONS CUSTOM:R ('BfIYEt� Arf{NOWCEOoRtBdT`hrtn Vertlydesga pan
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unlesDesiyrerardCv.hlor.A7rw'_sseta inbTDDandthepracfmudpk masd%Buddmt
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-inu�
and TPKThe approval oftheTDDandanyhelduse oftheTrm,nludaghandmg,storage, insdafionand Wng,slbetheremsoTfthe&(ufgy
'and SBCAaramfuencedforgeneudgidarm TI'll definesbraWLIffwaridduhesofteTNssDestw,Spei*ErgiwardTnmgandacturer, kr �
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ndGwa R slam:
FEBRUARY 17, 2017 I STANDARD GABLE END DETAIL I STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL 2X4.L-BRACE
NAILED TO 2X4 VERTICALS
W/lOd. NAILS, 6. O.C:
VERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
* WITH. (2) - 10d NAILS AT EACH ENO.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
(4) Bd NAILS MINIMUM, ROOF
B 3X4= PLYWOOD SHEATHING TO 1 SHEATHING
2X4 STD SPF BLOCK
VERTICAL
2X6 SP OR SPF
STUDVBTB,RACE
#2 DIAGONAL
BRACE
(4) - 16dNAILS16d
NAILS
SPACED 6' O.C.
(2) lOd NAILSINTO
2X62X6
SP OR
SPF #2
2X4 SP OR
SPF #2L
HORIZONTAL
NAILED TO
RTICALS
SECTION A -A
/(4) - 10d NAILS
*
DIAGONAL BRACING 9C* L' - BRACING REFER
-
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
OTE:
/
/
2.
MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM' CHORDS.
(2) - 10d
CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX.
NAILS
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3.
BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
4.
SYSTEM.
'L' BRACES SPECIFIED ARE TD BE FULL'LENGTH, SPF OR SP #3 OR
/
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
o/ TRUSSES 0 24' D.C.
5.
DIAGONAL BRACE TO -BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - 0' D.C.
G.
CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
2X6 DIAGONAL BRACE
WITH 16d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT
SPACED 48' D.C. ATTACHED
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
__, TO VERTICAL WITH (4) -
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A)
;'' 16d NAILS, AND ATTACHED
7.
GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240.
TO BLOCKING WITH (5) -
B.
THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. . DIAGBRACE.
10d NAILS.
S.
DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10.
10d AND 16d NAILS ARE 0131'X3.0' AND 0131'X3.5' COMMON WIRE NAILS
HORIZONTAL BRACE
RESPECTIVELY.
(SEE SECTION A -A)
11.
SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD -
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
(2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4 SP #31 STUD
12" O.C.
3-8-10
5-6-11
6.6.11
11-1-13
2X4 SP #31 STUD
16" O.C.
3-3.10
4-9-12
6-6-11
9-10-15
2X4SP431STUD
24"0.C.
2-8-6
3-11-3
54-12
8-1-2
2X4 SP #2
12" O.C.
3-10-15
5-6-11
6-6-11
11-8-14
2X4SP#2
16"O.C.
3-6-11
4-9-12
6-6-11
10-8-0
2X4 SP #2
24" O.C.
1 3-1-4 1
3-11-3
6-2-9
9-3-13
DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS G' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER
90Y OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
END WALL
MAX MEAN ROOF HEIGHT = 30 FEET
EXPOSURE B OR C
ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE :1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
FEBRUARY 17, 2017 I T WRTH 2XIBRACE ON Y IL I STDTL09�
NOTES:
T—BRACING / I —BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T—BRACE / I —BRACE MUST COVER SOX OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T—BRACE / I —BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS.
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
NAILING PATTERN
T-BRACE SIZE
NAIL SIZE
NAIL SPACING
2X4 OR 2X6 OR 2XB
10d
6' O.C.
NOTE. NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON
TWO—PLY TRUSSES NAIL TO BOTH PLIES)
NAILS
\ � SPACING
BRACE
SIZE FOR ONE -PLY
TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE
1
2
2X3 OR 2X4
2X4 T—BRACE
2X4 I —BRACE
2X6
2X6 T—BRACE
2X6 I —BRACE
2X8
2X8 T—BRACE
2X8 I —BRACE
BRACE
SIZE FOR TWO-PLY
TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE
. 1
2
2X3 OR 2X4
2X4 T—BRACE
2X4 I —BRACE
2X6
2X6 T—BRACE
2X6 I —BRACE
2X8
2X8 T—BRACE
2X8 I —BRACE
T—BRACE /,I —BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
WEB
T-BRACE
SECTION DETAILS
a
FEBRUARY 17, 2017
LATERAL BRACING RECOMMENDATIONS I STDTL10
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
WEB WITH (3) - 10d SCAB WITH (3) - 10d
NAILS (0.131' X 31) NAILS (0.131' X 3'). r ATTACH TO VERTICAL
NAILS (0. 313WITH )X 3')
USE METAL FRAMING -J IF- ATTACH TO VERTICAL
ANCHOR TO ATTACH WEB WITH (3) - 10d
TO BOTTOM CHORD NAILS (0131' X 3')
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
(2) - 10d NAILS (0.131'
X 3') IN EACH CHORD
ATTACH TO VERTICAL
SCAB WITH, (3) - 10d
NAILS (0.131' X 3')
TRUSS 2X6 4' - 0' WALL
STRONGBACK (TYPICAL SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
(0.216' DIA.)
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (00 NOT
USE DRYWALL TYPE SCREWS)
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0.131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
(BY OTHERS)
FEBRUARY 17, 2017 1 LATERAL TOE -NAIL DETAIL I STDTL11 11
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45° WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA
SP
OF
HF
SPF
SPF-S
.131
88.0
80.6
69.9
68.4
59.7
o
J
.135
93.5
85.6
74.2
72.6
63.4
.162
108.E
99.6
86.4
84.5
73.8
pi
.128
74.2
67.9
58.9
57.6
50.3
0
Z
0
J
.131
75.9
69.5
60.3
59.0
51.1
.148
81.4
74.5
64.6
63.2
52.5
in
N
M
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30° TO 60"
45.00°
ANGLE MAY
VARY FROM
30° TO 60°
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
(2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
l0°
FEBRUARY 17, 2017 UPLIFT TOE -NAIL DETAIL STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
DIA.
SP
OF
HF
SPF
SPF-S
0
.131
59
46
32
30
z
.20
J
.135
60
48
33
30.
20
.162
t 72
58
39
37
25
J
2
0,
.128
54
42
28
27
19
z
Z
O
J
.131
55
43
29
28
19
LLI
.148
62
48
34
31
21
—1
Lo
J_
N
Q
M
Z
.120
51
39
27
26
17
C�
Z
.128
49
38
26
25
17
OO
.1,31
51
39
27
26
17
.148
1 57
44
31
28
20
M
NOTES:
1. TOE —NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE —NAIL.
APPLICABLE DURATION OF LOAD -INCREASES MAY BE APPLIED.
EXAMPLE:
(3) — 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 1.33:
3 (NAILS) X 37 (LB/NAIL) X 1.33 IDOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TD WIND
FOR WIND OOL OF 1.60:,
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
*+�* USE (3) TOE —NAILS ON 2X4 BEARING WALL
*!+e USE (4) TOE —NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR S:
)E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
[L
NAIL
NAIL
SIDE VIEW
END VIEW
FEBRUARY 5, 2016
TYP 2x2 NAILER ATTACHMENT I STDTL13 ``
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
-I .0 X 4
2x2 NAILER ATTACHMENT
.. . GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
7-10,. 29'-0" Mean Height, Exp. B, C or D.
1% TYPICAL ALTERNATE
yApril 11, 2016 I FO EXTERIOR FLAT GIR EIR TRUSSIL I STDTLI4
A-1 ROOF TRUSSES
4451 ST. LUCIE,BLVD,
FORT PIERCE, FL 34946
772-409-1010
(4) 12d
12
VARIES
TRUSS 24" O.C. —\ _,-- (4) 12d
MAX 30" (2'-6")
UPLIFT CONNECTION
(SEE ROOF TRUSS) 2x6 #2 SP (Both Faces)
24" O.C.
EXTERIOR FLAT SIMPSON H5
GIRDER
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FEBRUARY 17, 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15 J
DAMAGED OR MISSING CHORD SPLICE PLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
(INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP
OF
SPF
HF
2X4
2X6
2X4
2X6
2X4
2X6
2X4
2X6
2X4
2X6
20
30
24'
1706
2559
1561
2342
1320
1980
1352
2028
26
39
30"
2194
3291
2007
3011
1697
2546
1738
2608
32
48
36"
2681
4022
2454
3681
2074
3111
2125
3187
38
57
42"
3169
4754
2900
4350
2451
3677
2511
3767
44
66
46`
3657
5485
3346
5019
2829
4243
2898
4347
s DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' DIA: X 3').
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C
• 10d NAILS NEAR SIDE
+10d NAILS FAR SIDE
FV�
X' MIN �-
6' MIN
THE LOCATION OF THE BREAK MUST BE GREATER
THE REQUIRED X DIMENSION FROM ANY PERIMETER
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
LOOSENING OF THE CONNECTOR PLATES.AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
S. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.'
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THAN OR EQUAL TO
BREAK OR HEEL JOINT
(SEE SKETCH ABOVE).
14
FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
TRUSS CRITERIA:
LOADING: 40-10-0-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
END BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES