HomeMy WebLinkAboutTRUSS PAPERWORK4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946
PH: 772-409-1010
a FX: 772-409-1015
www.AlTruss.com
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TRUSS, ENGINEERING
BUILDER:
PROJECT:
COUNTY:
LOT/BLK/MODEL
MASTER#:
TRM CONSTR
AVALON 2-STORY
INDIAN RIVER
LOT.6 / MODEL:2 STORY
76914
OPTIONS: NO OPTIONS
r �;
',4*_ A-1 ROOF
TRU55E5
AFLORIDA CORPORATION
RE: Job 76914
Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3
These truss designs rely on lumber values established by others.
Site Information:
Customer Info: TRM CONSTRUCTION Project Name: AVALON 2-STORY
Lot/Block: 6 Model: 2 STORY
Address: OCEAN ESTATES DRIVE, VERO BEACH Subdivision:
City: County: Indian River
A-1 Roof Trusses a "
4461 St Lucie Blvd �-
Fort Pierce, FL 34946
COm U `�
aw�aL N- A00
ri FoI¢
L]u.Z0 p_ LLu]
State: FL o toi o uj= w 3- o
Cc r 1- 1--
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
b E rn a rL o z () < '.r'.
o
Name: License #:
Z � F MS
�Ozoam'
> m � rn < �
c"Q .
Address:
Ov 4q w Z
nm Co=050, i
City:
00. zw`
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading
<-D"os2�w
Qo N S2
nm® o � M
Conditions):
CD o E o o
¢ a Cn
®
Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1
z z _
F °
Wind Code: ASCE 7-10 Wind Speed: 150
� a CC n F-
m a
Roof Load: 55.0 psf Floor Load: 65.0 psf
m 3
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 61G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
No.
Seal #
Truss Name
Date
1
A0257593
A01
6/27119
13
A0257605
CA
6127119
25
A0257617
3J5A
6/27/19
2
A0257594
A02
6/27/19
14
A0257606
CJ1A
6127119
26
A0257618
CJ5B
6/27/19
3
A0257595
A03
6/27/19
15
A0257607
CAB
6127/19
27
A0257619
CJ5W
6/27/19
4
A0257596
A04
6/27/19
16
A0257608
CAC
6127/19
28
A0257620
D01
6/27/19
5
A0257597
A05
6127119
17
A0257609
CJ1D
6127/19
29
A0257621
D02
6/27119
6
A0257598
A06
6/27119
18
A0257610
GAW
6127/19
30
A0257622
D03
6127/19
7
A0257599
A10
6/27119
19
A0257611
CJ3
6/27/19
31
A0257623
D04
6127119
8
A0257600
1301
6/27/19
20
A0257612
CJ3A
6/27/19
32
A0257624
D05
6127119
9
A0257601
B02
6/27/19
21
A0257613
CJ3B
6127/19
33
A0257625
D06
6127119
10
A0257602
B03
6127/19
22
A0257614
CJ3C
6/27119
34
A0257626
D07
6127119
11
A0257603
C01
1127/19
23
A0217615
CJ3W
6/27/19
35
A0257627
D08
6127/19
12
A0257604
CO2
6127/19
24
IA0257616
I CJS
1 6/27119
36
IA0257628TDO9
16127119
ThelNssdr rig(s)referenced havebeenpreparedbyMiTek trdustries, Inc. undermydirect
suoemsion based on the parametersuovided bvA-1 Roof Trusses. Ltd.
Truss Design Engineer's Name: Manuel Martinez
My license renewal date for the state of Florida is February28,2021.
NOTE.Theseal on thesedrawings indicate acceptance of professional engineering
respons3TitySolely forthetruss components shown.
ThesuitabTityand use of componentsforany panicularbuilding isthe respons3TRyofthe building
designe5 perANSVfPl-1 Sec.2.
The Truss Design Drawing(s)(TDD[sl) referenced have been prepared based on the construction
documents (also referred to attimes as'Structural Engineering Dowmeni sl provided bythe Building
Designerindicating the nature and characterof the work.
The design cdteriathmin have been transferred to Manuel Martinez PE by [At Roof Trusses orspecilic
location]. TheseTDDs (also referred to attires as Structural Delegated
Engineering Documents') are specialty structural component designs and maybe part of the project's
defend orphaned submittals. Asa TrussDesign Engineer(Le, Specialty
Engineed,the seal hem and on the TDD represents an acceptance of professional engineering
responslbilityforthe design of the singleTmss depicted on the TDD only. The Building Designeris
responsibleforand shall coordinate and review theTDDs for
wmpatibTrtywbh thelrwritten engineering requ'uements. Please review aI1TDDs and allrelated notes.
Digitatly signed by Manuel
Manuel Martinez
arta bra.
ON, Am427`E0000016ABA4CA67:
a rNC'OD)ili3$1><n=Manuel Maninez
6s I[ t@:]619.0618195z:17-04'00'
STATE CiF .!7J (li
srransrea rerzacrazuWN41Enca rn
Manuel Martinez,12S
4620 ParkView De -
StCloud,FL34771
Page 1 of 2
A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
RE: -Job 76914
Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3,
These truss designs rely on lumber values established by others.
No.
"Seal #'
Truss Name
Date
No.
Seal #
Truss Name
Date
37
A0257629
D10
6/27/19
75
STDL06
STD. DETAIL
6127119
38
A0257630 ,
- D11
6127/19
76
STDL07
STD. DETAIL
6127119
39
A0257631
D12
6/27/19
77
STDL08
STD. DETAIL
6127/19
46
`A0257632
D13
6/27/19
78
STDL09
STD. DETAIL
6/27/19
41' "
A0257633
D14'
6/27/19
79
STDL10
STD. DETAIL
6127119
42
A0257634
D15
6/27119
80
STDL11
STD. DETAIL
6127119
43
A0257635
D16
6/27119
81
STDL12
STD. DETAIL
6127/19
44
A0257636,
F01.
6/27119
82
STDL13
STD. DETAIL
6127119
45
A0257637
F02
6127119
83
STOL14
STD. DETAIL
6/27/19
46
A0257638
F03
6/27/19
84
STDL15
STD. DETAIL
6127/19
47
A0257639
F04
6/27/19
85
STDL16
STD. DETAIL
6127119
48
IA0257640
I F05
6/27119
49
A0257641
F06
6/27/19
50
A0257642
FG01
6127/19
51
A0257643
FG02
6/27/19
52
A0257644
FG03
6/27/19
53
A0257645
FG04
6/27/19
54
A0257646
FG05
6/27/19
55
A0257647
I HJ3
6/27/19
56
A0257648
HJ3A
6127119
57
A0257649
HJ5
6/27/19
58
A0257650
HJ7
6127/19
59
A0257651
HJ7B
6127119
60
A0257652
HJ7C
6/27119
61
A0257653
HJ7W
6/27/19
62
IA0257654
I J3
6/27/19
63
A0257655
J3A
6/27/19
64
A0257656
J5
6/27/19
65
A0257657
J7
6/27/19
66
A0257658
J7B
6127119
67
A0257659
RC
6/27/19
68
A0257660
HW
6/27/19
69
A0257661
VM02
6/27/19
70
STDL01
STD. DETAIL
6127/19
71
STDL02
STD. DETAIL
6127/19
72
STDL03
STD. DETAIL
6127/19
73
STDLP4. •...
" STD; DETAIL
6127/19
74
StL65 , - '.
,STD. DE(AIL-
6127119
Page 2 of 2
Job
Truss
Truss Type
Oty Ply
76914
AO1
Hip Girder
1 1
AO257593
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@aitruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek
2614:01:45 2019
Dead Load Deft. -1116 in
N
7xe = 7x6 = 3xlO =
7-0-0 15-0-0 22-6-0 2&&8
7-0-0 8-0-0 7-fi-0 6.3-a a.
Plate Offsets (X,Y)--
12:0-7-10,0-1-121, 13:0-3-0,0-2-111 15:0-3-0 0-2-111 16:0-0-0
0-0-01
(6:0-8-6 0-2-01 18:0-3-8 0-1-81 (9:0-3-0 Edeel
110:0-3-8 0-3-81
LOADING(psf)
SPACING- 2-M
CS].
DEFL.
in (loc)
I/deb
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL)
0.19 8-9
>918
360
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.43
Vert(CT)
-0.20 10-12
>887
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/TPI2014
Matdx-MS
Weight: 159 Ib FT = 10
LUMBER -
TOP CHORD 2x4 SP M 30'Except'
T2: 2x6 SP 240OF 2.0E
BOT CHORD 2x6 SP 2400F 2.0E
WEBS 2x4 SP No.3 *Except'
W2,W3: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-6-14 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 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. All bearings 0-8-0 except (jl=length)
6=1-0-0, 6=1-0-0.
(lb) - Max Horz
2= 68(LC 27)
Max Uplift
All uplift 100 lb or less atjoint(s)
except 2=-701(LC 4), 9=3069(LC 4),
6=1018(LC 5)
Max Grav
All reactions 250 lb or less atjoint(s)
except 2=1324(LC 19), 9=4317(LC 1),
6=1228(LC 20), 6=1223(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3083/1522, 3-15=-2854/1492,
15-16=-2856/1493, 16-17=2858/1494,
17-18=-2862/1495, 4-18=286411496,
4-19=2546/2562, 19-20=2544/2561,
20-21=-2539/2560, 5-21=2537P2559,
5-6=-2753/2624
BOTCHORD
2-1 0=-1 372/2851, 10-22=-479/399,
22-23=-479/399, 23-24=-479/399,
24-25=479/399, 9-25=-479/399,
9-26=479/399, 26-27=-479/399,
BOT CHORD
2-10=-137212851, 10-22=-479/399,
22-23=4791399, 23-24=-479/399,
24-25=479/399, 9-25=-079/399,
9-26=-479/399, 26-27=-479/399,
27-28=-079/399, 8-28=-479/399,
6-8=-2360/2537
WEBS
3-10=7/309,4-10=-1799/3445,
4-9=-3441/2537,4-8=-2892/3135,
5-8=-220/259
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind:ASCE 7AO; 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 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 pat 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-M 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 701 lb uplift at
joint 2, 3069 lb uplift at joint 9 and 1018 lb uplift at joint
6.
7) Hanger(s) or other connexion device(s) shall be
provided sufficient to support concentrated load(s) 275
Ito down and 336 lb up at 7-0-0, 138 to down and 187
lb up at 9-0-12, 138lb down and 187 lb up at 11-0-12
, 138 It, down and 187 lb up at 13-0-12, 138 lb down
and 187 lb up at 14-6-0, 138 Ib down and 200 lb up at
16-5-4, 138lb down and 200 It, up at 18-5-4, and 138
lb down and 200 lb up at 20-5-4, and 279 lb down and
372 lb up at 22-6-0 on top chord, and 629 lb down
and 361 lb up at 7-M, 132 lb down and 58 Ib up at
9-0-12, 132 lb down and 58 to up at 11-0-12, 132 lb
down and 58lb up at 13-0-12, 132 Ib dawn and 58 Ito
up at 14-6-0, 132 lb down and 221 Ito up at 16-5-4,
132 lb down and 221 lb up at 18-5-4, and 132 lb down
and 221 Ib up at 20-5-4, and 593 lb down and 781 Ib
up at 22-5-4 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 1-3=90, 3-5=-90, 5-7=-90, 2-6=-20
Concentrated Loads (lb)
Vert: 3=205(F) 5=208(F) 10=-629(F) 8=-593(F)
15=-138(F) 16=-138(F) 17=-138(F) 18=-138(F)
19=138(F) 20=138(F) 21=-138(F) 22=132(F)
23=132(F)24=-132(F)25=-132(F)26=-132(F)
27=132(F) 28=-132(F)
Job
Truss
Truss Type
Oty
Ply
76914
AO2
Hip
1
1
IAO257594
Job Reference o tional
A-1 Koor I russes, Yon vierce, t-L 34a4C, ceslgngaltruss.com
nun: a2lu s May 18 2D18 Pnnt: 8.210 s May 18 2018 MTek Industries, Inc. Wed Jun 26
4x4 =
3x10 =
44 =
Dead Load Detl. = 3116 in
4x4 = 3X10 = 3x6 II 3x6 = 3x10 = 4x4 =
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (too)
I/deg
L/d
TCLL 30.0
Plate Grip DOL
1.25
TC 0.67
Vert(LL)
-0.13 14-17
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.65
Vert(CT)
-0.3114-17
>575
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.84
Horz(CT)
0.01 8
n/a
n/a
BCDL 10.0
Code FBC20171-rP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or4-2-11 oc
pudins.
BOTCHORD
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.
(Ib) - 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=190(1-C 3), 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=724(LC 24)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-1222/1033, 34=-628/470,
4-5=-5261490, 5-6=447/427,
6-7=-6361398, 7-8=1010/870
BOT CHORD
2-14=-840/1133,13-14=-7781868,
12-13=778/868, 11-12=-778/868,
10-11=671/890, 8-10=-671/890
WEBS
3-14=-663f791, 4-14=1981258.
5-14=-111011361, 5-13=-1858/1689,
5-11 =-1 04011256, 6-11=264/302,
7-11=-482/666
iA)1*'E
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=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 nonconcument 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-M 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 13,190 lb uplift atjoint 8
and 265 lb uplift at joint 10.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight:1331b FT=10%
Job
Truss
Truss Type
Ory Ply
76914
A03
Hip
1 1
AO257595
Job Reference o tional
A.1 Roof Trusses, Fort Pierce, FL 34946, design@altiuss.00m
Run: 8.210 s Mav 18 2018 Print: 8.210 s Mav 18 2018 MiTek
46= 3x10= 46=
Inc. Wed Jun 2614:01:472019
Dead Load Defl. = 51161n
Us 3x10= 3x6_ 3x611 3x10= 3x6--
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (lac)
I/deft
L/d
TCLL
30.0
Plate Grip DOL
1.25
TC 0.79
Vert(LL)
-0.27 14-17
>666
360
TCDL
15.0
Lumber DOL
1.25
BC 0.89
Vert(CT)
-0.57 14-17
>311
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.74
Horz(CT)
0.02 8
n/a
n/a
BCDL
10.0
Code FBC2017ITP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or4-6-6 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 5-6-3 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation aide.
REACTIONS. All beadngs 0-8-0 except Qt=length)
8=1-M, 10=0-3-8.
(lb) - Max Horz
2=-104(LC 17)
Max Uplift
All uplift 100 lb or less at joint(s)
except 2=-320(LC 8), 12=963(LC 8).
8=-347(LC 3), 10=-112(LC 9)
Max Grav
All reactions 250 lb or less atjoint(s)
8 except 2=675(LC 23), 12=2072(LC 1),
10=797(LC 3)
FORCES. (Ih)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-3=-1179/920, 7-8=-989/835
BOTCHORD
2-14=-744/1107,13-14=-944/1141,
12-13=944/1141, 11-12=944/1141,
10-11=656/885, 8-10=-656/885
WEBS
3-14=-102211199, 4-14=405/492,
5-14=-102111249, 5-12=-2087/1800,
5-11=-993/1176, 6-11=-444/507,
7-11=832/1123
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 Extedor(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 nonconcument 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-M 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 320 lb uplift at
joint 2, 963 It, uplift at joint 12, 347 lb uplift at joint 8
and 112 lb uplift at joint 10.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight:1381b FT=10%
ml
d
Job
Truss
Truss Type Oty
Ply
76914
A04
Hip 1
1
%0257596
Job Reference footionall
A-1 Roof Trusses, Fort Pierce, FL 34946. design@altruss.com Run: 8.210 s
4x6= 1.5x411 46=
18 2018 MiTek Industries, Inc. Wed Jun 26
Dead Load Deft.=1/161n
4x6 = 4x4 = 5x8 = 4x4 = 4x6 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/de8
L/d
TCLL
30.0
Plate Grip DOL
1.25
TC 0.68
Vert(LL)
0.14 13-16
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.62
Vert(CT)
-0.18 13-16
>991
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.57
Horz(CT)
0.01 8
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matdx-MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or4-11-2 oc
purins.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing,
Except:
7-9-1 oc bracing: 2-13.
WEBS
1 Row at midpl 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 hearings 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=124(LC 23), 10=-419(LC 9)
Max Grav
All reactions 250 Ile or less at joint(s)
8 except 2=615(LC 23), 12=2222(LC 1),
10=701(LC 24)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
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
2-13=-418/821, 12-13=-635/799,
11-12=-650/815, 10-11=-224/643,
8-10=-224/643
WEBS
3-13=-654/858, 4-13=147211487,
4-12=1113/1114, 6-12=-1072/1072,
6-11=1240/1262, 7-11=587f789
WEBS
3-13=654/858, 4-13=-1472/1487,
4-12=111311114, 6-12=-107211072,
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=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. 11; Ecp D; End., 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
pending.
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 308 lb uplift at
joint 2, 937 lb uplift at joint 12, 1241h uplift at joint 8
and 419 lb uplift at joint 10.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight:139lb Fr=10%
Job
Truss
Truss Type
Ory Ply
76914
A05
Common
1 1
A0257597
Job Reference (optional)
t,l Roof Trusses, Fort Pierce, FL 34946, design@aItmss.com
Run: 8.210 s May 18 2018 Print 8.210 s May 18 2018 MiTek Industries. Inc. Wed Jun 26 14:01:48 2019
4.00 F12 5x10 MT20H5=
Dead Load Deb. = 1/16 in
N
6
0
3x6 = 1.5z4 II 5x8 = 1.5x4 II 3x8 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deb
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.99
Vert(LL)
0.10 13-16
>999
360
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.57
Vert(CT)
-0.15 11-12
>999
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
YES
W13 0.62
Horz(CT)
0.03 8
n/a
n/a
BCDL 10.0
Code FBC2017/iP12014
Matrix -MS
Weight: 129 Ib
FT = 10%
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-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS
1 Row at midpt 7-12.3-12
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=03-8.
(Ib) - 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=-113(LC 23), 10=-299(LC 9)
Max Gray
All reactions 250 lb or less at joint(s)
8 except 2=614(LC 23), 12=2244(LC 1),
10=556(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
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
2-13=-461/890, 12-13=-461/890,
11-12=-316/752, 10-11=-3161/52,
8-10=316/752
WEBS
5-12=1268/1232,7-12=-1441/1465,
7-11=0/277, 3-12=-1607/1618,3-13=0/308
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; VuIt=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; 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 nonconcument 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 300lb uplift at
joint 2, 924 lb uplift at joint 12, 113lb uplift at Joint 8
and 299 lb uplift at joint 10.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty Ply
76914
A06
Common
5 1
A0257,598
Job Reference o 8onal
A-1 Roof Trusses, Fort Pierre, FL 34946, design@albuss.com
Run:8.210 s Mav 18 2018 Pdnt: 8.210 s Mav 18 2018 Mi
N
i
4.0012 5x10 MT20Ha=
Mad Load Deff. = 5116 in
3xa = 3x4 = 4x6 = 3x4 = Us =
LOADING (psi)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deg
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.85
Vert(LL)
0.36 10-18
>976
360
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.79
Vert(CT)
-0.62 10-12
>568
240
MT20HS
187/143
BCLL 0.0 •
Rep Stress Incr
YES
WB 0.46
Horz(CT)
0.12 8
n/a
n/a
BCDL 10.0
Code FBC20171TPI2014
Mahix-MS
Weight: 122 Ib
FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
SOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc
purins.
BOTCHORD
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 trues erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
166710-" (min. 0-1-15)
8 =
1667/0-" (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. - NI forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-4009/3569, 3-4=-359513256,
4-5=-3481/3277, 5-6=-3481/3277,
6-7=-3595/3256, 7-8=4009/3568
BOTCHORD
2-12=-3213/3752, 12-19=1902/2440,
11-19=1902/2440, 11-20=1902/2440,
10-20=1902/2440, 8-10=321613752
WEBS
5-10=100311214, 7-10=756/959,
5-12=100311214, 3-12=756/959
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; End., 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 768lb uplift at joint 8.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty Ply
76914�
A10
JACK -OPEN GIRDER
1 1
A0257599
Job Reference (optional)
Art Roof Trusses, Fort Pierce, FL 34946, des1gn@a1uuss.cem
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Jun 2614:01:50 2019 Page 1
ID:YwMtazYrmRGkHb8J,pTylKyn003-LroQ6dRNIFWFRUI WFL8c5zS2U?XLCZm7eEyRDez2PFl
5.6 = 2x4 II
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(too)
I/deb
L/d
TCLL 30.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
-0.02
3-5
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.82
Vert(CT)
-0.03
3-5
>999
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.03
Horz(CT)
0.00
3
n/a
We
BCDL 10.0
Code FBC2017fTP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-0-0 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 9-1-11 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 =
643/10echanical
Max Horz
1 =
123(LC 8)
Max Uplift
1 =
-380(LC 8)
3 =
-314(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. 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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcument with any other live loads.
3)' This truss has been designed for a live lead 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 380 lb uplift at
joint 1 and 314 lb uplift at joint 3.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)
1306 lb down and 549 lb up at 1-0-12 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: 1-2=-90, 1-3=-20
Concentrated Loads fib)
Vert: 6=-1306(3)
PLATES GRIP
MT20 244/190
Weight: 14 lb FT=10%
Job
Truss
Truss Type
Oty Ply
76914
B01
Monopitch
14 1
AO257600
Joh Reference o tional
A-1 Roof TNsses, Fort Pierce, FL 34946, design@altmss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Jun 2614:01:50
IN
d
314 =--3x4 =
LOADING (psi)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
Well
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
0.04
4-7
>999
360
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.39
Vert(CT)
-0.04
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
2
We
n/a
BCDL 10.0
Code FBC20177fP12014
Matrix -MP
Weight: 18 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Stnuctural wood sheathing directly applied or4-6-0 00
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 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 =
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 =
271(LC 1)
4 =
221(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
3-4=-161/267
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 nonconcurent 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) 4 considers parallel to grain value
using ANSIrrPI 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 145lb uplift at
joint 2 and 125 lb uplift at joint 4.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty Ply
76914
B02
Monopitch
7 1
A0257601
Job Reference (options[)
A-1 Roof Trusses, Fort Pierce, FL 34946. design@a1 Wss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 182018 MITek Industries, Inc. Wed Jun 2614:01:51 2019 Page 1
ID:YwMtazYTmRGkHbBJ_pTyrKyn003-pt MoJzS?3Zf62esio3fmB?BHPOFxOYGtuI_m5z2PFk
-0-6-8 5-2-0
0.6-8 5-2-0
5x6 =
3x4 = —3x4 —
1-0-0
1-0-0
Plate Offsets (X,Y)—
12:0-4-14,0-1-101.12:0-3-10,0-0-81.13:0-4-14,0.1-101.15:0-2-0,0-1-01
LOADING(psf)
SPACING- 2-"
CSI.
DEFL.
in
floc)
1/defl
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.48
Vert(LL)
-0.01
5-12
>999
360
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.20
Vert(CT)
-0.01
5-12
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Hom(CT)
-0.00
5
n/a
n/a
BCDL 10.0
Code FBC2017/1-PI2014
Matrix -MP
Weight: 21 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-2-0 oc
puriins, except end verticals.
BOTCHORD
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,' Installation uide.
REACTIONS. (lb/size)
2 =
-64/1-0-0 (min. 0-1-8)
5 =
16710-3-0 (min. 0-1-8)
3 =
53510-3-8 (min. 0-1-8)
Max Horz
2 =
155(LC 8)
Max Uplift
2 =
-72(LC 3)
5 =
-95(LC 8)
3 =
-312(LC 12)
Max Grav
2 =
75(LC 12)
5 =
167(LC 1)
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. 11; 6cp 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-" wide will fit between the
bottom chord and any other members.
4) Beadng at joint(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 72 to uplift at
joint 2, 951b uplift at joint 5 and 3121b uplift at joint 3.
LOAD CASES)
Standard
Job
Truss
Truss Type City Ply
76914
B03
Half Hip Girder 1 1
IA0257602
Job Reference (optional)
A-1 Root 1 msses, Fort Pierce, FL 34946. designoaltmss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MITek Industries, Inc. Wed Jun 26 14:01:52 2019.Page 1
D:YW zYTmRGkHb8JyTj?Kyn003-HDwBXJSdptnzgoRvMmB4AOXROoNfgT7P5YRXIXz2PFj
-0-6-8 3-M Mm440
0-6-8 3-0-0 1.4-0
3x4 =
0�8 3-0-0 43-9
0-0-8 I 2-M 1-4-0
Plate Offsets (X.Y)--
f2:04-14.0-1-101. [2:0310 0.0-0]. 13:0-0-14 0-1.101 (6:0-2-0,0-1-01
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Well
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.16
Vert(LL)
0.01
7
>999
360
MT20 2441190
TCDL 15.0
Lumber DOL 1.25
BC 0.19
Vert(CT)
-0.01
7-14
>999
240
BCLL 0.0
Rep Stress Incr NO
WB 0.04
Horz(CT)
-0.00
15
n/a
. n/a
BCDL 10.0
Code FBC2017fFP12014
Matrix -MP
Weight: 17 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.2 *Except'
W 1: 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 441-0 oc
puriins, except end verticals.
BOTCHORD
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 Installa8on uide.
REACTIONS. (lb/size)
2 =
35/1-0-0 (min.0-1-8)
3 =
399/0-3-8 (min. 0-1-8)
15 =
157/0J-0 (min. 0-1-8)
Max Horz
2 =
113(LC 4)
Max Uplift
2 =
-66(LC 19)
3 =
-246(LC 8)
15 =
-138(LC 4)
Max Gray
2 =
47(LC 18)
3 =
399(LC 1)
15 =
157(LC 1)
FORCES. (Ib)
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);
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 pending.
3) This truss has been designed for a 10.0 psf bottom
chord live load noncencurent 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-" wide will fit between the
bottom chord and any other members.
5) Beadng stjoings) 15 considers parallel to grain
value using ANSIlrPI 1 angle to grain formula.
Building designer should verify rapacity of bearing
surface.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 66 lb uplift at
joint 2, 246 lb uplift at joint 3 and 138 lb uplift at joint
15.G 7) raphical pudin representation does not depict the
size or the orientation of the pudin along the top and/or
bottom chord.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 61
lb down and 86 lb up at 3-10-12, and 54 lb down and
85lb up at 3-M on top chord, and 31 lb down and 26
lb up at 3-0-0 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: 1-9=-90, 34=-90, 7-11=-20
Concentrated Loads (lb)
Vert: 4=-49(F) 5=-61(F) 7=-31(F)
Job
Truss
Truss Type Dry Ply
76914
C01
Half Hip Girder 1 - 1
A0257603
Job Reference (optional)
A=1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.cem Run: 8.210 s May 18 2018 Print: 8.210 s May 182018 MiTek Industries, Inc. Wed Jun 2614:01:532019 Pagel
ID:YW MtaZYTmRGkHbSJyTylKyn003-IPUZkfrFaAvgly05wUiJjo4UaCXmPmh7KCB5gzz2PFi
-14-0 7-0-0 12-2-0 174-0
1-4-07-0-0 5-z-0 I 5-2-0 '
ti
Dead Load Dell. = 1/161n
10x1o= 4.0= 2x4 II
10x10=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udell
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.68
Vart(LL)
0.12
9-11
>999
360
MT20
244/190
TCOL 15.0
Lumber DOL
1.25
BC 0.90
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
nla
BCDL 10.0
Code FBC2017/1-P12014
Matrix -MS
Weight' 105lb
FT=10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 34-15 oc
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 537 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 =
182210-8-0 (min. 0-2-3)
6 =
2301IMechanical
Max Horz
2 =
347(LC 8)
Max Uplift
2 =
-1075(LC 8)
6 =
-1558(LC 5)
Max Grav
2 =
1847(LC 33)
6 =
2302(LC 36)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-2866/1737, 3-12=-2415/1619,
12-13=-2415/1619, 4-13=2415/1619,
5-6=-507/447
BOT CHORD
2-9=-1615/2396, 8-9=135912010.
8-16=-1359/2010, 7-16=-1359/2010,
7-17=-1359/2010, 17-18=-1359/2010,
6-18=1359/2010
WEBS
3-9=-180/593,4-9=-395/547,4-7=28/448,
4-6=-2540/1716
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) 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
20.0psf 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 1075 lb uplift
at joint 2 and 1558 lb uplift at joint 6.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 408
lb down and 495lb up at 7-0-0, 292 lb down and 267
Ib 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 Ito up at 15-0-12, and 268 lb down and
261 Ito up at 17-2-4 on top chord, and 544 lb down
and 333 lb up at 7-0-0, 94 lb down and 36 lb up at
9-0-12, 94 Ib down and 36 Ito up at 11-0-12, 94 lb
down and 36 Ib up at 13-0-12, and 94 lb down and 36
lb up at 15-0-12, and 112lb down and 27 lb up at
17-24 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 (p10
Vert: 1-3=-90, 3-5=-90, 2-6=-20
Concentrated Loads (lb)
Standard
Vert: 3=-258(B)5=-217(8)8=-84(B) 9=-506(B)
6=-92(B) 12=-178(B) 13=-178(B) 14=-178(B)
15=178(B) 16=84(B)17=-84(B) 18=84(B)
Job
Truss
Truss Type Oty Ply
76914
CO2
Roof Special Girder 1 1
604
'A0257Referenceo
Job Reference tlonal
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altwss.cam
Run:8.210 s Mav 18 2018 Print: 8.210 s Mav 18 2018 MITek
Inc. Wed Jun 26 14:01:54
1.5x4 II
Dead Load Dell. = 1/16 in
Us = 3x10 11 4x6 = 7x8 = 10x10 =
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 0.89
Vart(LL)
0.12 1D-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
We
n/a
BCDL 10.0
Code FBC2017/rP12014
Matdx-MS
Weight: 112 Ib FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T1: 2x4 SP M 30
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-8-14 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-7-0 oc bracing.
WEBS
1 Row at midpt 5-7
Mrrek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
1422/1vechanical
2 =
16691041-0 (min. 0-2-0)
Max Horz
2 =
392(LC 8)
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 (Ib) or less except
when shown.
TOPCHORD
2.3=-2556/1494, 3-13=16171974,
4-13=1617/974, 4-5=191311196
BOTCHORD
2-10=-1451/2081, 9-10=-1466/2111,
8-9=-1466/2111, 7-8=745/1206
WEBS
3-10=-424/864, 3-8=7971624,
4-8=-1217/851, 5-8=123511845,
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=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
3) Provide adequate drainage to prevent water
pending.
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 811 lb uplift at
joint 7 and 952lb uplift at joint 2.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 420
lb down and 497 Ib up at 7-0-0, and 295lb down and
274 Ib up at 9-0-12 on top chord, and 551111 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.
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 (plo
Vert 1-3=90, 3-4=-90, 4-5=-90, 5-6=-90, 2-7=-20
Concentrated Loads (Ib)
Vert 3=264(F) 9=85(F)10=551(F) 13=187(F)
Job
Truss
Truss Type
Qty Ply
76914
CJ1
Corner Jack
3 1
A0257605
Job Reference (optional)
AA Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Jun 26 14:01:55 2019 Page 1
ID:YwMta YTMRGkHbBJ_pTytKyn003-hold9LVW6n9YXFAUlvkno19J0O2tgYsnVgCvsz2PFg
0-6-8 0-11-11
' 0.6-8 I 0.11-11 �
4.00 FUT
2x4 =
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 30.0
Plate Grip DOL
1.25
TC 0.04
Vert(LL)
-0.00
5
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.01
Vert(CT)
-0.00
5
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP Nc.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 0-11-11 oc
purins.
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 =
10810-8-0 (min. 0-1-8)
4 =
34/Mechanical
Max Horz
2 =
41(LC 8)
Max Uplift
2 =
-84(LC 8)
4 =
-22(1-C 12)
Max Grev
2 =
108(LC 1)
4 =
34(LC 1)
FORCES. (Ib)
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; End., 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) This truss has been designed for a 10.O psf bottom
chord live load nonconcurrenl 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.
PLATES GRIP
MT20 2441190
Weight: 4lb FT=10%
Job
Truss
Truss Type
Oty
Ply
76914
CAA
Comer Jack
1
1
A0257606
Job Reference o llonal
Aa HooT I russes, ron vierce, M : u4u, ceslgnkma
Wm: a.zi u s May la ZUla VnnC a.210 S May la 2Ula MITek
4.00 12
2x4 =
LOADING(psf)
SPACING-
2-0-0
CS1.
DEFL.
in
floc)
I/deft
L/d
TCLL 30.0
Plate Grip DOL
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/TPI2014
MaMx-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
puriins.
BOTCHORD
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 =
15810-11-8 (min. 0-1-8)
4 =
-1310-11-8 (min. 0-1-8)
Max Hoe
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 (Ib) 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 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-M vide 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: 4lb FT=10%
Job
Truss
Truss Type
Dry
Ply
76914
CAB
Comer Jack
3
1
A0257607
Job Reference o tional
PA Rwf Trusses, Fort Pierce, FL 34946, design@attmss.wm Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek
k
LOADING(psf)
SPACING-
2-0-0
CS'.
DEFL.
in
(loc)
I/deb
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.26
Vert(L-)
-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
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 0-11-11 oc
purins.
BOT CHORD
Rigid wiling directly applied or 10-M 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 =
I/Mechanical
2 =
241/0-8-0 (min. 0-1-8)
4 =
-22/Mechanical
Max Horz
2 =
85(LC 12)
Max Uplift
3 =
-0(LC 13)
2 =
-128(LC 12)
4 =
-22(LC 1)
Max Grsv
3 =
17(LC 8)
2 =
241(LC 1)
4 =
24(LC 16)
FORCES. (Ib)
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; End., 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 8 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 Ib uplift at
joint 3, 128Ib uplift at joint 2 and 22lb uplift at joint 4.
LOAD CASE(S)
Standard
Inc. Wed Jun 2614:01:56 2019
PLATES GRIP
MT20 2441190
Weight: 5lb FT=10%
Job
Truss
Truss Type
Oty Ply
76914
CAC
Comer Jack
10 1
rA0257608
Job Reference (optional)
Run: 8.210 s Mav 18 2018
A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com
2019.,
LOADING(psf)
SPACING-
2-M
Cat.
DEFL.
in
(loc)
I/deg
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
-0.00
7
>999
360
MT20 2441190
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
me
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matdx-MP
Weight: 5 lb FT =10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 0-11-11 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 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)
3 =
1/Mechanical
2 =
24110-8-0 (min. 0-1-8)
4 =
-22/Mechanical
Max Hom
2 =
85(LC 12)
Max Uplift
3 =
-6(LC 13)
2 =
-128(LC 12)
4 =
-22(LC 1)
Max Gmv
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. 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-" 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 Ile uplift at joint 4.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty Ply
76914
CAD
Comer Jack
1 1
AO257609
Job Reference o tional
AA Roof Trusses, Fort Pierce, FL 34946, design(ataltruss.cem Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 14:01:57 2019 Page 1
ID:YWMtaZYrmRGkHb8J_pTytKyn003-dBk4al WmePPGmZKs9KmFtSFKwp6PLkl8Fp9lzkz2PFe
0-11-11
2x4 =
LOADING(psf)
SPACING-
2-0-0
CS'.
DEFL. in
(loc)
I/deb
L/d
PLATES
GRIP
TCLL 30.0
Plate Gdp DOL
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
We
n/a
BCDL 10.0
Code FBC2017/rP12014
Matrix -MP
Weight: 3lb
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
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-M 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 Gmv
1 =
53(LC 19)
2 =
39(LC 19)
3 =
24(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.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 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 Oty
Ply
76914
CAW
Jack -Open Supported Gable 2
1
'A0257610
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@attruss.wrn
Run: 6.210 s Mav 18 2018 Print: 8.210 s
4.00 12
2x4 =
Inc.
LOADING(psf)
SPACING- 2-M
CST.
DEFL.
in (Too)
Udell
Lid
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.09
Vert(LL)
0.00 2
n/r
120
MT20 2441190
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/rP12014
Matrix-P
Weight: 4 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 0-11-11 no
puriins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stablllzers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. fib/size)
2 =
158/0-11-8 (min. 0-1-8)
4 =
-1310-11-8 (min. 0-1-8)
Max Horz
2 =
53(LC 8)
Max uplift
2 =
-155(LC 8)
4 =
-13(1-C 1)
Max Grav
2 =
158(LC 1)
4 =
16(LC 8)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) 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 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) 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-" 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 155lb uplift at
joint 2 and 13 lb uplift atjoint 4.
8) Non Standard bearing condition. Review required.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oly Ply
76914
CJ3
Comer Jack
2 1
A0257611
Job Reference o fional
A.1 Roof Trusses, Fort Pierce, FL 34946, design@a1buss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 182018 MTek Industries, Inc. Wed Jun 2614:01:59 2019
2x4 =
LOADING(psf)
SPACING-
2-0-0
Cal.
DEFL. in
(loc)
I/deft
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.16
Vert(LL) -0.01
4-7
>999
360
MT20
2441190
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/rP12014
Matrix -MP
Weight: 10 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11-11 oc
purins.
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, m
accordance with Stabilizer Installation nuide.
REACTIONS. (Ib/size)
3 =
106/Mechanical
2 =
209/0-8-0 (min. 0-1-8)
4 =
51/Mechanical
Max Hoe
2 =
90(LC 8)
Max Uplift
3 =
-77(1-C 12)
2 =
-120(LC 8)
4 =
-12(LC 12)
Max Grav
3 =
106(LC 1)
2 =
209(LC 1)
4 =
55(LC 3)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-sewnd 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 nonwncurrent 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 77lb uplift at
joint 3, 120 lb uplift at Joint 2 and 12 lb uplift atjoint 4.
LOAD CASE(S)
Standard
Job
Truss
Truss Type Qty Ply
76914
CJ3A
Comer Jack 3 1
W257612
Job Reference o ona1
8
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 MTek Industries, Inc, Wed Jun 26 14:01:59 2019•Page 1
ID:YW MtazYTmRGkHb&lyTy7Kyn003.aZrq7YOAOfzOtUFGkpjytKbadldpeXRi7eP2dz2PFc
2-11-11
2.11-11
2x4 =
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
Udell
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
-0.01
4-7
>999
360
MT20
2441190
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
We
n/a
BCDL 10.0
Code FBC2017/rP12014
Matrix -MP
Weight: 121b
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11-11 oc
puriins.
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 =
29810-8-0 (min. 0-1-8)
4 =
36/1dechanical
Max Hom
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. (Ib)
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; ExpD; 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 1301-=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 95lb uplift at
joint 3, 119 lb uplift at joint 2 and 4 lb uplift at joint 4.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Ory Ply
76914
CJ3B
Comer Jack
8 1
A0257613
Job Reference o tional
A•1 Roof Trusses, Fort Pierce, FL 34946, design@albuss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiITek Industries, Inc. Wed Jun 2614:02:00 2019 Page 1
ID:YW MtazYTmRGkHbBJ,pTytKyn003-2mPCC2ZexKngd02RgSKyV4tmK15sY5nb=Nza3z2PFb
-1-0-0 2-11-11
1-0 0 I 2-11.11
2x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ltd
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.26
Ve art
-0.01
4-7
>999
360
MT20
244/190
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/TP12014
Matdx-MP
Weight: 12 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11-11 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-M 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/Mechaniml
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(1-C 12)
Max Grav
3 =
121(LC 19)
2 =
298(LC 19)
4 =
53(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) 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 0; 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 95lb uplift at
joint 3, 119 lb uplift at joint 2 and 4lb uplift at joint 4.
LOAD CASE(S)
Standard
Job
Truss -
Truss Type
Qty Ply
76914
CJ3C
Corner Jack
1 1
'A0257614
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 Mrrek Industries, Inc. Wed Jun 26 14:02:00 2019.,Page 1
ID:YWMtazYTmRGkHb&lyTytKyn003-2mPCC2ZexKngd02RgSKyV4tnG16XY5nbmNza3z2PFb
2-11-11
2-11-11
2x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 30.0
Plate Grip DOL
1.25
TC 0.20
Vert(LL)
-0.01
3-6
>999
360
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
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
- Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11-11 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. (Ib/size)
1 =
160/Mechanical
2 =
Ill/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. - Al 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. 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 nonooncurrent 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, 103lb uplift at joint 2 and 14 lb uplift at joint 3.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 10 lb FT=10%
Job
ss
Truss Type
Qty
Ply
76914
�rcj
3W
Jack -Open Structural Gable
2
1
AO257615
�JobRefiarence(optlonal)
AA Roof Trusses, Fort Pierce, FL 34946. design@allruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 Mil
F
3x4 =
14:02:01 2019
LOADING(psf)
SPACING-
2-0-0
Cal.
DEFL.
in
(loc)
I/dell
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC
0.14
Vert(LL)
-0.00
12
>999
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC
0.09
Vert(CT)
-0.00
5-12
>999
240
BCLL ' 0.0 '
Rep Stress Incr
YES
WB
0.00
Horz(CT)
-0.00
4
n/a
n/a
BCDL 10.0
Code FBC20177rP12014
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
purins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordancewith Stabilizer Installation uide.
REACTIONS. All bearings Mechanical except (jl=length)
2=1-0-0, 3=0-3-8.
(Ib) - Max Horz
2= 110(LC 8)
Max Uplift
All uplift 100 to 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. (Ib)
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; 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/rPl 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 noncencument 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-M 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) 4, 2 except Qt=lb) 3=154.
LOAD CASES)
Standard
Job
Truss
Truss Type city Fly
76914
CJ5
Comer Jack 2 1
A0257616
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@al Wss.mm Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 Mrrek Industries, Inc. Wed Jun 26 14:02:02 2019.Page 1
ID:YwMtazYTmRGkHbBJ_pTy7Kyn003-_8XzdkavTxlYtKCgytMQaVyl Pggi07GuO5s3WPFZ
314 =
LOADING(psf)
SPACING-
2-0-0
Cal.
DEFL.
in
(loc)
I/deb
Lid
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.61
Vert(LL)
0.09
4-7
>658
360
MT20 244/190
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
1
WB 0.00
Horz(CT)
-0.00,
3
n/a
n/a
BCDL 10.0
Code FBC2017/rP12014
Matrix -MP
Weight: 16 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SIP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or4-11-11 oc
purins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and requiretl
cross bracing be installed during buss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
187/Mechanical
2 =
31710-8-0 (min. 0-1-8)
4 =
81/Mechanical
Max Hom
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=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 nonconcument 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-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for buss to buss connections.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except Qt=lb) 3=139, 2=163.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty Ply
76914
CJSA
Comer Jack
3 1.
A0257617
Job Reference (optional)
A•1 Roof Trusses, Fort Pierce, FL 34946, deslgn@albuss.mm Run: 8.210 s May 182018 Print: 8.210 s May 182018 MiTek Industries, Inc. Wed Jun 2614:02:02 2019 Pagel
ID:YwMtazY'rmRGkHb8J,pTylKyn003-_BXzdkavTxlYtKCgytMOaVyOSggt07GuO5s3fyz2PFZ
4-11-11
4-11-11
3x4 =
LOADING(psf)
SPACING-
2-0-0
Cat.
DEFL.
in
(loc)
Well
Ud
PLATES
GRIP
TCLL 30.0
Plate Grp DOL
1.25
TC
O.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
WE
0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix
-MP
Weight: 18 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or4-11-11 oc
puriins.
BOTCHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed dudng truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
184/Mechanical
2 =
398/0-M (min. 0-1-8)
4 =
71/Mechanical
Max Hom
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 (Ib) 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 Extedor(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-Cfor 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
76914
CJSB
Corner Jack
1 1
AO257618
Job Reference (optional)
A-1 Koo1 I msses, ton Pierce, FL 34948, eeslgnigal Wss.corn Run: 8.210 a May 18 2018 Print: 8.210 s May 18 2018 M7ek Industries, Inc. Wed Jun 26 14:02:03 2019.Page 1
ID:YwMtazYTmRGkHb6J-pTy?Kyn003-SL5Lr4bXEF9PUUnOVatf7tlVBXE1IISW 1dicdBOz2PFY
_ 4.11-11
4.11-11
R
3x4 =
LOADING(psf)
SPACING-
2-"
Cat.
DEFL.
in
(loc)
I/deft
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
0.64
Vert(CT)
-0.10
3-6
>562
240
BCLL 0.0 '
Rep Stress Incr
YES
WB
0.00
Horz(CT)
0.00
2
n1a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix
-MP
Weight: 16 lb
FT = 10
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or4-11-11 oc
purins.
BOTCHORD
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 =
270IMechanical
2 =
191/Mechanical
3 =
79/Mechanical
Max Hom
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. (Ib)
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; End., 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 nonconcunent 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-M 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=lb) 2=179.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty Ply
76914
CJ5W
Comer Jack
2 1
A0257619
Jab Referenceo tlonal
A.1 Roof Trusses, Fort Pierce, FL 34946, design@atbuss.mm Run: 8.210 s May 18 2018 Pdnt: 8.210 s
30 =
2019
LOADING (psf)
SPACING-
2-0-0
CSI.
iDEFL. in
(too)
I/deb
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.46
Vert(LL) 0.16
4-7
>372
360
MT20
2441190
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
Hom(CT) -0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/7PI2014
Matrix -MP
Weight: 16 lb
FT =10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
BRACING-
TOPCHORD
Structural wood sheathing directly applied or4-11-11 oc
purins.
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 =
31711-M (min. 0-1-8)
4 =
SO/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. 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-M 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=1b) 3=161, 2=288, 4=114.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
AO257620
76914
D01
Hip Girder
1
1
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 8.210 s Mav 18 2018 Print: 8.210 s May 18 2018 MiTek Industries,
Dead Load Den. = 318 In
'- 31 32 1b 33 34 Jb 14 30 J/ 1J Ja 4u
4x8 = 4x8 = 44 = 7x14 MT20H6= 4x4 = 44 = 4x8 =
LOADING(psf)
SPACING-
2-0-0
C51.
DEFL.
in (too)
I/deft
Ltd
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.93
Vert(LL)
0.70 14
>548
360
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.75
Vert(CT)
-0.86 13-14
>449
240
MT20HS
1871143
BCLL 0.0
Rep Stress Incr
NO
WB 0.85
Horz(CT)
0.22 10
nla
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 155 Ib
FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP 2400F 2.0E
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 1-10-2 oc
puriins.
BOTCHORD
Rigid ceiling directly applied or 3-7-12 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be Installed during truss erection, in
accordance with Stabilizer Installation guide -
REACTIONS. (lb/size)
2 =
2955/0-8-0 (min. 0-2-7)
10 =
295510-8-0 (min. 0-2-7)
Max Horz
2 =
-200(LC 25)
Max Uplift
2 =
-1721(LC 5)
10 =
-1721(LC 4)
Max Grav
2 =
2955(LC 1)
10 =
2955(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-3=-5112/3146, 3-23=-4413/2826,
4-23=441312826, 4-24=4064/4511,
24-25=7064/4511, 5-25=7064/4511,
5-26=7960/5072, 26-27=796015072,
6-27=-7960/5072, 6-7=-7064/4512,
7-28=7064/4512, 28-29=-7064/4512,
8-29=7064/4512, 8-30=-4413/2826,
9-30=-4413/2826, 9-10=5112/3146
BOTCHORD
2-16=2747/4419, 16-31=-3912/6158,
31-32=-3912/6158, 15-32=3912/6158,
15-33=-5073/7967, 33-34=507317967,
34-35=5073/7967, 14-35=5073/7967,
14-36=5040/7951, 36-37=5040/7951,
37-38=504W7951, 13-38=5040/7951,
13-39=3812/6112, 3940=3812/6112,
BOTCHORD
2-16=2747/4419,16-31=3912/6158,
31-32=3912/6158, 15-32=3912/6158,
15-33=5073/7967, 33-34=-5073f7967,
34-35=5073/7967, 14-35=-507317967,
14-36=504017951, 36-37=5040/7951,
37-38=504017951, 13-38=504017951,
13-39=3812/6112, 39-40=-3812/6112,
12-40=3812/6112, 10-12=-2585/4346
WEBS
3-16=130212205, 9-12=-1302/2205,
4-16=242211701, 4-15=-929/1570,
5-15=1193/910, 6-13=-1193/910,
8-13=929/1570, B-12=-242211701
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; End., GCpi=0.18; MWFRS (envelope);
cantilever left and dght 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 nonconcument 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 at -lb) 2=1721, 10=1721.
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 289
lb down and 308 lb up at 5-0-0, 225 lb down and 182
lb up at 7-0-12, 225 lb down and 182 lb up at 9-0-12,
225 lb down and 182 lb up at 11-0-12, 225 lb down
and 182 lb up at 13-0-12, 225 lb down and 182 lb up
at 15-0-12, 225 lb down and 182 Ib up at 16-11r .
225 lb down and 182 It, up at 18-11-4, 225 lb down
and 182 lb up at 20-11-4, 225 lb down and 182 lb up
at 22-114, and 225 lb down and 18211D up at 24-11-4
, and 289 lb down and 308 lb up at 27-M on top
chord, and 307 lb down and 165 lb up at 5-0-0, 65 lb
down and 30 lb up at 7-0-12, 65 lb down and 30 lb up
at 9-0-12, 65 lb down aird 30 lb up at 11-0-12, 65 lb
down and 30 lb up at 13-0-12, 65 lb down and 30 lb
up at 15-0-12, 65 lb down and 30 lb up at 16-114, 65
lb down and 30 lb up at 18-114, 65 lb down and 30 lb
up at 20-114, 65 lb down and 30 lb up at 22-114,
and 65 lb down and 30 lb up at 24-114, and 307 lb
down and 165lb up at 26-114 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 (8).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=90, 3-9=90, 9-11=90, 17-20=-20
Concentrated Loads (Ib)
Vert 3=101(B) 9=-101(B) 16=-253(B) 12=-253(B)
5=-95(B) 6=-95(B) 23=-95(B) 24=95(8) 25=-95(B)
26=-95(B) 27=-95(B) 28=-95(B) 29=-95(B)
30=-95(B) 31=51(B) 32=-51(B) 33=-51(B)
34=51(B) 35=-51(B) 36=-51(B) 37=-51(B)
38=-51(B) 39=51(B) 40=-51(B)
Job
Truss
Truss Type
Oty
Pty
76914
D02
HIP
1
1
A0257621
Job Reference o Bonal
A+1 Roof Trusses, Fort Pierce, FL 34946. design@attruss.com
7x10 MT20Hai
Run: 8.210a Mav 182 18 Print: 8.210 s Mary 182018 Mifek
7x8 =
7x10 MT20H5l
26 14:02:06 2019
Dead Load Dell. = 3116 in
3.8 = 314 = 5x6 = 3x4 = 3.8 =
7-0-0 16-0-0 25-0-0 32-0-0
7-0-0 9-0-0 9-0-0
Plate Offsets (X,Y)—
12:0-8-4,0-1-21, 13:0-7-4.0-3-01.14:0-4-0,0-4-81
15:0-7-4
0-3-01
16:0-8-4 0-1-21
19:0-3-00-3-41
LOADING(psf)
SPACING- 2-M
CSI.
DEFL.
in
(too)
Udell
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC
0.77
Vert(L-)
0.23
9
>999
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.65
Vert(CT)
-0.38
9-10
>999
240
MT20HS
1871143
BCLL 0.0 '
Rep Stress ]nor YES
WB
0.72
Horz(CT)
0.13
6
We
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
IWeight:
164 Ib
FT = 10%
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 2-2-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 4-5-9 oc bracing.
WEBS
1 Row at midpl 4-10, 4-8
MiTek recommends that Stabilizers and required
crass bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/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 =
586(LC 9)
6 =
-686(LC 8)
Max Grav
2 =
1873(LC 1)
6 =
1873(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-3=-2933/2218, 3-0=-2440/2107,
45=-2440/2107, 55=293312218
BOTCHORD
2-10=-1610/2410, 9-10=-2611/3635,
B-9=-2611/3635, 6-8=-162312410
WEBS
3-10=4331791, 4-1 0=1 471/1085,
4-9=0/355,4-8=-1471/1085, 5-8=-4321790
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 Extedor(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,
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 nonconcurrenl 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-M vide 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=686, 6=686.
LOAD CASE(S)
Standard
Job
Truss
Truss Type Oty Ply
IA0257622
76914
D03
HIP 1 1
Job Reference(optiona0
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 8:210 s Mav 18 2018 Print 8.210 s Mav 18 2018 MITek
Us =
4x6 ¢
Inc. Wed Jun 26
Dead Load Deb. = 3116 in
4x4 = 3x8 = 5x6 = 3.8 = 4x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
L/d
TCLL 30.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
0.20 11
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.86
Vert(CT)
-0.35 12-15
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.36
Horz(CT)
0.13 8
n/a
n/a
BCDL 10.0
Code FBC20177TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-10-6 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 4-3-9 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 =
18731043-0 (min. 0-2-3)
8 =
187310-8-0 (min. 0-2-0)
Max Hom
2 =
-327(LC 10)
Max Uplift
2 =
-688(LC 12)
8 =
-088(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.
TOPCHORD
2-0=-2973/2320, 3-4=2612/2102,
4.5=-2273/1939, 5-6=2273/1939,
6-7=-2612/2102, 7-8=2973/2319
BOTCHORD
2-12=17622513, 11-12=1814/2730,
10-11=-1814/2730, 8-10=1781/2513
WEBS
4-12=-582/877, 5-12=-813/598,
5-10=-813/598, 6-10=-582/877,
3-12=713/536, 7-10=-712/536
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vu11=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf, h=25ft;
Cat. It, Exp D; End.; GCpi=0A8; MWFRS (envelope)
and CC 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
3) Provide adequate drainage to prevent water
pending.
4) This truss has been designed for a 10.0 psf bottom
chord live load nonconcument 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) 2=688, 8=688.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
2441190
Weight:1661b FT=10%
n
14
Job
Truss
Truss Type
Oty
76914
DO4
HIP
[ly
1 1
AO257623
Job Reference o tional
Aol Roof Trusses, Fort Pierce, FL 34946, design@aivuss.com
4x8 =
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek
3x4= 4x6=
Inc. Wed Jun 26 14:02:07 2019
Dead Lead Deft. = 51161n
N
lQ
44 =. 3x8 = 4x6 = 3x8 = 4x4 =
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (toe)
I/defi
Ud
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.88
Vert(LL)
-0.2910-12
>999
360
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.67
Vert(CT)
-0.6212-15
>620
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.63
Horz(CT)
0.09 8
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 164 Ib
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-1-1 oc
purins.
BOTCHORD
Rigid ceiling directly applied or 5-5-12 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
187310-8-0 (min. 0-2-3)
8 =
187310-8-0 (min. 0-2-3)
Max Horz
2 =
-390(LC 10)
Max Uplift
2 =
-720(LC 12)
8 =
-720(LC 13)
Max Grev
2 =
1873(LC 1)
8 =
1873(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-2977/2225, 3-4=-2544/1968,
4-5=-2266/1822, 5-6=-2266/1822,
6-7=-2544/1968, 7-8=-2977/2225
BOTCHORD
2-12=-1651/2445, 12-19=-1316Y2190,
11-19=1316/2190, 11-20=1316/2190,
10-20=-1316/2190,.8-10=-1664/2471
WEBS
3-12=877/694, 4-12=-586/908,
5-12=468/413. 5-10=-468/412,
6-10=-586/908, 7-10=-876/694
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.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=720, 8=720.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Ory
Pry
76914
D05
HIP
1
1
AO257624
Job Referenceo tional
A-1 Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.210 s May
5x6
7.00 12
5x6
Inc. Wed
3x4 = SA = 3x4 = 3x4 =
3x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL
in (loc)
Weft
Ud
TCLL
30.0
Plate Grip DOL
1.25
TC 0.89
Vert(LL)
-0.19 11-12
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.85
Vert(CT)
-0.33 11-12
>999
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.33
Horz(CT)
0.11 9
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SF 2400F 2.0E *Except*
T3: 2x4 SP No.2, Tt: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 4-5-3 oc bracing.
WEBS
1 Row at micipt
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 =
-454(LC 10)
Max Uplift
2 =
-747(LC 12)
9 =
-747(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.
TOPCHORD
2-3=-3344/2272, 3-4=-3167/2194,
4-5=-3106/2221, 5-6=-2263/1730,
6-7=-3105/2221, 7-8=-3167/2194,
8-9=-3344/2272
BOTCHORD
2-13=-1732/2793, 13-20=918/1819,
20-21=-918/1819,12-21=-918/1819,
12-22=920/1788, 22-23=-92011788,
11-23=920/1788, 9-11=1748/2825
WEBS
3-13=949/787, 5-13=-655/1115,
5-12=1861338, 6-12=-1861338,
WEBS
3-13=-9497787, 5-13=-655/1115,
5-12=186/338, 6-12=1861338,
6-11=-655/1114, 8-11=-9491787
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; End., 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
3) Provide adequate drainage to prevent water
pending.
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 100lb uplift at
joint(s) except Qt=-lb) 2=747, 9=747.
LOAD CASE(S)
Standard
Dead Load Defl. =1/a in
ail
PLATES GRIP
MT20 2441190
Weight: 170lb Ff = 10%
Job
Truss
Truss Type pry
Ply
76914
DO6
HIP 1
1
A0257625
Jab Reference (optlona0
Ad Roof Trusses, Fort Pierce, FL 34946, designQaltruss.com
40 =
Run: 8.210 s May 18 2018 Print 8210 s May 18 2018 MiTek Industries, Inc.
7.00 72 4X6 1,4x61
3x4 = 5x6 = 3x4 = 44 =
2019
Dead Load Deb. = 31161n
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (Joe)
I/deb
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.68
Vert(LL)
0.19 13-16
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.89
Vert(CT)
-0.40 11-19
>961
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0A1
Horz(CT)
0.10 9
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 1691b FT = 10°/
LUMBER -
TOP CHORD 2x4 SP M 30'Except'
T3: 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-1-12 oc
punins.
SOTCHORD
Rigid ceiling directly applied or 4-3-0 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 =
1873/0-8-0 (min. 0-2-3)
9 =
1873/O-B-0 (min. 0-2-3)
Max Horz
2 =
-471(LC 10)
Max Uplift
2 =
-753(LC 12)
9 =
-753(LC 13)
Max Grav
2 =
1873(LC 1)
9 =
1873(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3225/2155, 34=-3178/2192,
4-5=-3120/2223, 5-6=2239/1693,
6-7=-3120/2223, 7-8=-3177/2192,
8-9=-3224/2155
BOTCHORD
2-13=1580/2643, 13-20=847/1785,
20-21=847/1785, 12-21=-847/1785,
12-22=849/1731, 22-23=-849/1731,
11-23=849/1731, 9-11=-1593/2667
WEBS
3-13=-968/806, 5-13=-753/1228,
5-12=207/310, 6-12=207/310,
WEBS
3-13=-968/806, 5-13=-753/1228,
5-12=207/310, 6-12=207/310,
6-11=-753/1228, 8-11=-968/806
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;C-C for members
and forces 8 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 nonconcument 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-M 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=1b) 2=753, 9=753.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qly Ply
76914
D07
HIP
1 1
%0257626
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@alt uss.com
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek
7x8
4xe 1
Inc, Wed Jun 26 14:02:09
u ie w n
316 = 1.5x4 II 3x4 = 4e = 3x8 = 1.5x4 It side =
Dead Load Defl. =118 In
N
ly
LOADING(psf)
SPACING-
2-0-0
CSL
DEFL.
in (too)
I/defl
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.78
Vert(LL)
0.16 13-16
>999
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.63
Vert(CT)
-0.2710-12
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.96
HOrz(CT)
0.09 7
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 172 Ib
FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-0-7 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 5-4-7 oc bracing.
WEBS
1 Row at midpt 4-10
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in,
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 =
187310-8-0 (min.
0-2-3)
7 =
18731043-0 (min.
0-2-3)
Max Harz
2 =
-032(LC
10)
Max Uplift
2 =
-738(LC
12)
7 =
-738(LC
13)
Max Grav
2 =
1873(LC
1)
7 =
1873(LC
1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-3=-3121/2144, 3-4=-2510/1897,
4-5=2239/1766, 5-6=251111897,
6-7=-31202144
BOT CHORD
2-13=-154812512, 12-13=154812512,
11-12=-978/1863, 10-11=-978/1863,
9-10=1562/2540, 7-9=-15622540
WEBS
3-13=-3/264, 3-12=11111755,
4-12=393/792, 5-10=-39lf789,
6-10=11091754, 6-9=-3/263
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.Opsh BCDL=5.Opsf; h=25ft;
Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope)
and C-C Exte6or(2) zone; cantilever left and right
exposed ; end vertical left ezposed;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-M 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=738, 7=738.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Ory ply76914
D08
ROOF SPECIAL
1 1
AO257627
Job Referencefoodonal
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 8.210 s Mav 18 2018 Print: 8.210 s Mav 18 2018 MiTek Industries. Inc. Wed
46 =
Dead Load Deb.=5/161n
e,.a — 7x6 //
Ia
4x4 = 3x4 = 46 = 3x6 = 4x4 = 3.6 II 3x4 =
LOADING(psf)
SPACING-
2-2
CSI.
DEFL,
in (loc)
I/deft
Lrd
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.93
Vert(LL)
-0.25 14-17
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.95
Vert(CT)
-0.55 14-17
>593
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.69
Horz(CT)
0.05- 10
We
We
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 178 Ib 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
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc
puriins.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS
1 Row at midpt
5-13,6-13,4-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
156710-8-0 (min. 0-1-14)
10 =
20991041-0 (min. 0-2-8)
8 =
80/0-8-0 (min. 0-1-8)
Max Hom
2 =
-423(LC 10)
Max Uplift
2 =
-640(LC 12)
10 =
-893(LC 13)
8 =
-218(LC 10)
Max Grav
2 =
1567(LC 1)
10 =
2099(LC 1)
8 =
147(LC 24)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=2539/1790, 3-4=-2139/1556,
4-5=2237/1871, 5-6=1870/1520,
6-7=-1316/1058, 7-8= 302/585
BOTCHORD
2-14=1282/2108, 13-14=609/1416,
12-13=3681974,12-21=-368/974,
11-21=-368/974, 10-11=-541/453,
8-10=541/453
WEBS
3-14=921/750,4-14=-428/814,
WEBS
3-14=-92lf750, 4-14=428/814,
5-13=1418/1417, 6-13=-602/842,
6-11=520/488, 7-11=-88911539,
7-10=-2132/1582, 4-13=-1029/1075
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 Exten.or(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
pending.
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 (j[=1b) 2=640, 10=893, 8=218.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty Ply
'A0257628
76914
D09
ROOF SPECIAL
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 Mrrek
46 =
3x4 = 3x4= 3x6= 48= 3x6=414= Us 11 3x4=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
VdeO
L/d
TCLL
30.0
Plate Grip DOL
1.25
TC
0.94
Ver LL)
-0.19 13-15
>999
360
TCDL
15.0
Lumber DOL
1.25
BC
0.73
Vert(CT)
-0.31 13-15
>999
240
BCLL
0.0
Rep Stress Incr
YES
WB
0.81
Horz(CT)
0.04 10
nla
We
BCDL
10.0
Code FBC2017/7PI2014
Matrix
-MS
LUMBER -
TOP CHORD 2x4 SP N0.2 `Except`
T3: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 5-1-9 oc bracing.
WEBS
1 Row at midpt 4-13, 6-13
MiTek recommends that Stabilizers and requiretl
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size)
2 =
1538/0-M (min. 0-1-13)
10 =
2300/0-M (min.0-2-11)
8 =
-9110-8-0 (min. 0-1-8)
Max Horz
2 =
-423(LC 10)
Max Uplift
2 =
-631(LC 12)
10 =
-966(LC 13)
8 =
304(LC 10)
Max Gray
2 =
1538(LC 1)
10 =
2300(LC 1)
8 =
74(LC 12)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
23=-2565/1724, 3-4=-2450/1721,
45=-2566/2055, 5-6=2061/1607,
6-7=8921760, 7-8=563/943
BOTCHORD
2-15=122512142, 15-22=568/1386,
14-22=-568/1386, 13-14=568/1386,
12-13=175/636. 11-12=-175/636,
10-11=-8971700, 8-10=-8971700
WEBS
3-15=-844/709, 4-15=606/1033,
4-13=-108811197, 5-13=-1717/1593,
WEBS
3-15-844 709, 4-15=-606/1033,
4-13=1088/1197,5-13=-171711593.
6-13=1034/1499. 6-11=-900/744,
7-11=1062/1712, 7-10=-2304/1670
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; End., GCpi=0.18; MWFRS (envelope)
and C-C Extedor(2) zone; cantilever left and right
exposed ; and vertical left exposed; porch right
exposed;C-C for members and forces 8 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 nonooncurrent 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=631, 10=966, 8=304.
LOAD CASE(S)
Standard
Dead Load Deft. = 1/8 in
PLATES GRIP
MT20 2441190
Weight:171lb FT=10
Job
Truss
Truss Type
qty
76914
D10
ROOF SPECIAL
[ly
1 1
A0257629
Job Reference o lional
AA Root Trusses, Fort Pierce, FL 34946, cesign@alvuss.com
Run: 8.210a May 1a 2018 Front: 8.210 s May 182018 MiTek
4x6 =
Inc. Wed Jun 2614:02:11
Dead Load Defl. = 3/81n
4z4 =
3x4 = 3x6 = 4xl2 = 6z6 = 3x4 =
LOADING lost)
SPACING-
2-M
CSI.
DEFL.
in (too)
I/deb
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.93
Vert(LL)
-0.5711-13
>575
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.74
Vert(CT)
-0.97 11-13
>337
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr
YES
WB 0.90
Hom(CT)
0.03 10
n/a
We
BCDL 10.0
Code FBC20171rP12014
Matrix -MS
Weight 164 Ib
FT = 10%
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
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOTCHORD
Rigid ceiling directly applied or 5-9-7 oc bracing.
WEBS
1 Row at midpt
4-13, 4-11, 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 =
1487/0-8-0 (min.0-1-13)
10 =
2647/0-8-0 (min. 0-3-2)
8 =
-38810-8-0 (min. 0-1-8)
Max Horz
2 =
-423(LC 10)
Max Uplift
2 =
-615(LC 12)
10 =
-1128(LC 13)
8 =
-564(LC 19)
Max Grav
2 =
1510(LC 19)
10 =
2647(LC 1)
8 =
167(LC 12)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
23=-2576/1598, 3-4=2949/2030,
4-5=-2756/2112, 5-6=213611577,
6-7=-830/1462, 7-8=-105111592
BOTCHORD
2-13=-1107/2179, 13-20=-505/1315,
20-21=505/1315, 12-21=505/1315,
11-12=-505/1315, 10-11=-543/403,
8-10=-1481/1125
WEBS
4-13=963/1537, 4-11 =-1 086/1306,
WEBS
4-13=-963/1537, 4-11 =-I 086/1306,
5-11=-1934/1711, 6-11=-1664/2582,
6-1O=245211783, 3-13=-9137798,
7-10=-502/400
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; End., 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 nenconcument 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 =
10.0psf.
7) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except Qt=1b) 2=615, 10=1128, 8=564.
LOAD CASE(S)
Standard
Job
Truss
Toss Type
Qty Ply
IA0257630
76914
D11
ROOF SPECIAL
1 1
Job Reference o ticnal
A-1 Roof Trusses, Fort Pierce, FL 34946. design@altruss.com
Run:8.210s Mayl82018Pdnt:8.210s Mayl82018Mi1
5x6 =
Inc. Wed Jun 2614:02:12
3x8 =
1.5x4 11 gx12 = 5x10 MT20HS= 1 5x4 11 4x4 = 414 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL
30.0
Plate Grip DOL
1.25
TC
0.86
Vert(LL)
0.35 10-12
>999
360
TCDL
15.0
Lumber DOL
1.25
BC
0.73
Vert(CT)
-0.54 10-12
>709
240
BCLL
0.0 •
Rep Stress Incr
YES
WB
0.81
Horz(CT)
0.15 7
nla
n/a
BCDL
10.0
Code FBC2017rFP12014
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
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 4-0-1 oc bracing.
WEBS
1 Row at midpt
3-12, 4-12, 5-9
2 Rows at 1/3 pts 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 =
187310-8-0 (min. 0-2-3)
7 =
1873I0-8-0 (min. 0-2-3)
Max Horz
2 =
-423(LC 10)
Max Uplift
2 =
-735(LC 12)
7 =
-841(LC 13)
Max Grav
2 =
1873(LC 1)
7 =
1873(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-353712273, 3-4=2684/1842,
4-5=-2665/1835, 5-6=-2819/2119,
6-7=-3108/2272
BOT CHORD
2-13=1755/2962, 12-13=175512962,
11-12=-3260/4793, 10-11=3260/4793,
9-10=3255/4799, 7-9=-1735/2572
WEBS
3-12=11891827. 4-12=-1197/1825,
5-12=3141/2444, 5-10=01287,
5-9=-2370/1620, 6-9=549/1058
iI91*1
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=S.Opsf; h=25ft;
Cat. 11; Exp D; End., GCpi=0.18; MWFRS (envelope)
and C-C Fxtedor(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=1b) 2=735. 7=841.
LOAD CASE(S)
Standard
Dead Load Defl. = 1/41n
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight:161lb FT=10%
Truss Type
Qty Ply4
�Dt
L
ROOF SPECIAL GIRDER
1 1
AO257631
Job Reference (optional)
A 1 Roof Trusses, Fort Pierce, FL 34946, design@attruss.c rm
3x6 = 1.5x4 It
Run: 8.210 s Mav 18 2018 Print: 8.210 s Mav 18 2018 MTek Industries. Inc. Wed Jun 26 14:02:13 2019
416 =
5x12 = 5x10 MT20HS= Sx6 = 4.4 =
1.5x4 II 4x8 = 318 =
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL
30.0
Plate Grip DOL
1.25
TC 0.85
Ve It
0.60 13-14
>638
360
TCDL
15.0
Lumber DOL
1.25
BC 0.99
Vert(CT)
-0.91 13-14
>421
240
BCLL
0.0
Rep Stress Incr
NO
WB 1.00
Horz(CT)
0.18 9
We
n/a
BCDL
10.0
Code FBC2017fFP12014
Matnx-MS
LUMBER -
TOP CHORD 2x4 SP M 30'Except'
T3: 2x4 SP 2400F 2.OE, T4: 2x4 SP No.2
BOTCHORD 2x4 SP 2400F 2.0E
WEBS 2x4 SP No.3 *Except*
W 1: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-0-10 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 4-1-3 oc bracing.
WEBS
1 Row at midpt 7-11
2 Rows at 113 pis 5-16
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
2038/0-8-0 (min. 0-1-11)
9 =
242010-8-0 (min. 0-2-0)
Max Horz
2 =
-423(LC 6)
Max Uplift
2 =
-864(LC 8)
9 =
-1287(LC 9)
Max Gmv
2 =
2038(LC 1)
9 =
2420(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - Al forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-3388/1383, 3-4=2694/1239,
4-5=-2694/1187, 5-6=6373/3002,
6-7=-8725/4214, 7-24=-3640/1998,
8-24=-3640/l998, 8-9=-4125/2188
BOTCHORD
2-17=1259/2932, 16-17=-1259/2932,
15-16=-2461/5569, 14-15=2461/5569,
13-14=-4052/8766, 13-25=-358617302,
12-25=-358677302,12-26=-3586/7302,
11-26=-358677302, 9-11=-1758/3499
WEBS
3-16=-906/589,4-16=-873/1949,
WEBS
3-16=-906/589,4-16=-873/1949,
5-16=-3693/2048, 5-14=-1272/2787,
6-14=4199/2090, 6-13=-774/540,
7-13=-920/1664, 7-12=-270/655,
7-11=4065/1956, 8-11=-817/1763
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=864, 9=1287.
8) 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 257 lb down and 251 lb
up at 29-0-0 on lop chord, and 628 lb down and 340
lb up at 24-2-12, 35 lb down and 17 lb up at 24-11-4,
and35 lb down and 17 lb up at 26-114, and 97 lb
down and 35lb up at 28-114 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
Dead Load Dart = 7116 In
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 167 Ib FT = 10
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-4=-90, 4-6=90, 6-8=-90, 8-10=-90,
18-21=-20
Concentrated Loads (Ib)
Vert' 8=-25(F) 12=-12(F) 11=9(F) 7=15(F)
24=15(F) 25=-623(F) 26=-12(F)
Job
Truss
Truss Type
City
Ply
76914
D13
HIP
1
1
'AO257632
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946. design@aitmss.com
Run: 8.210 s Mav 18 2018 Pdnt: 8.210 s Mav 18 2018 M7ek
4x4
5x8
Inc. Wed Jun 26
7.
to
4x4 = 5x6 WB= 4x4 =
Dead Load Deb. = 5/161n
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
Vdefl
Ltd
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.80
Vert(LL)
-0.27
8-13
>999
360
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
Be 0.61
Vert(CT)
-0.59
8-13
>487
240
BCLL 0.0 `
Rep Stress Incr
YES
WB O.66
Horz(CT)
0.05
7
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight:127Ib FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-6-9 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 6-5-8 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
7 =
1326/Mechanical
2 =
144610-8-0 (min. 0-1-11)
Max Horz
2 =
377(LC 9)
Max Uplift
7 =
529(LC 13)
2 =
-594(LC 12)
Max Grav
7 =
1326(LC 1)
2 =
1446(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-3=-2380/1577,3-4=-1915/1291,
4-5=1724/1239, 5-6=-1910/1295,
6-7=-2373/1586
BOTCHORD
2-1 0=-1 176/1915, 9-10=-594/1267,
8-9=-594/1267, 7-8=1189/1907
WEBS
3-10=-892f711, 4-1O=345/649,
5-8=-368/651, 6-8=-8881725
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; End., 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 Wss 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-M 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 at --lb) 7=529, 2=594.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty Ply
76914
D14
HIP
1 1
A0257633
Job Reference (optional)
Ad Roof Trusses, Fort Pierce, FL 34946. design@altmss.com
40 =
Run: 8.210 a May 18 2018 Print 8.210 a May 18 2018 MiTek Industries, Inc. Wed Jun 26 14:02:15 2019
46
5x8 Q
3x8 3x4 = 3x4 =
Dead Load Defl. = 3116 In
44 =
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 0.90
Vert(LL)
-0.16
8-13
>999
360
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.77
Veri(CT)
-0.35
8-13
>821
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.39
Horz(CT)
0.06
7
n/a
n/a
BCDL 10.0
Code FBC2017frP12014
Matrix -MS
Weight: 120lb
FT =10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc
purins.
BOTCHORD
Rigid ceiling directly applied or4-11-11 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 =
144610-8-0 (min.
0-1-11)
Max Hoe
2 =
314(LC
11)
Max Uplift
7 =
-505(LC
13)
2 =
-570(LC
12)
Max Grav
7 =
1326(LC
1)
2 =
1446(LC
1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-3=-2313/1666, 3-4=-1907/1428,
4-5=-1719/1355, 5-6=-190211436,
6-7=-2303/1682
BOTCHORD
2-10=1287/1893, 9-10=-831/1456,
8-9=-831/1456, 7-8=-1307/1882
WEBS
3-10=735/547, 4-10=220/541,
5-8=-234/538, 6-8=726/564
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 8 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 nonconcument 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=505, 2=570.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Qty
ply
76914
D15
HIP
1
1
•A0257634
o Job Reference
(optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altmss.com
5x6 G
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc, Wed Jun 26 14:02:15 2019.Page 1
ID:YwMtazYTmRGkHb8.1,pTylKyn003-6eptMAk3PxgWK,KC55TcF—D4467ZnFOOd W Fciz2PFM
3x4 = 5x6 1
Dead Load Deft. =118 in
46 - 3x4 = 3x4 = 3x4 = 4x6
Plate Offsets (X,Y)—
12:0-0-0,0-0-41. [3:0-3-0,0-2-5],
r5:0-0-0,0-2-51, f6:0-0-0,0-0-01
LOADING(psf)
'SPACING- 2-M
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC
0.74
Vert(L-)
0.17 10-13
>999
360
MT20
2441190
TCDL 15.0
Lumber DOL 1.25
BC
0.63
Vert(CT)
-0.33 5-10
>879
240
BCLL 0.0
Rep Stress Incr YES
WB
0.40
Horz(CT)
0.05 6
n/a
n/a
BCDL 10.0
. Code FBC2017/TPI2014
Matrix -MS
Weight: 110 Ib
FT = 10%
LUMBER -
TOP CHORD 20 SP M 30 •Except•
T2: 2x4 SP No.2
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-2-3 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 632 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 =
144310-8-0 (min.0-1-11)
Max Horz
2 =
-263(LC 10)
Max Uplift
2 =
-539(LC 12)
6 =
-539(LC 13)
Max Grav
2 =
1443(LC 1)
6 =
1443(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-2067/1499, 3-4=178711474,
4-5=-1787/1474, 5-6=-2067/1499
BOT CHORD
2-10=-982/1654, 9-10=-1288/1946,
8-9=-1288/1946,6-8=-993/1654
WEBS
3-10=-207/502,4-10=-494/430,
4-8=494/430, 5-8=207/502
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.Opsh h=25ft;
Cat. II; Exp D; End., 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
3) Provide adequate drainage to prevent water
ponding.
4) This truss has been designed for a 10.0 pat bottom
chord live load nonconcument 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-M 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=539, 6=539.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty Ply
76914
D16
HIP GIRDER
1 1
A0257635
Job Reference (optional)
Run: 8.210s Mav 182018
14:02:16 2019
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Dead Load Deft. = 3116 In
0
16
l�
516 = 44 = 1.5c4 11 5x10 MT20H3= 4z = Us =
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)
0.36
8-10
>817
360
TCDL 15.0
Lumber DOL
1.25
BC 0.95
Vert(CT)
-0.44
8-10
>665
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.61
HOrz(CT)
0.14
6
n/a
n/a
BCOL 10.0
Code FBC2017/TPI2014
Matrix -MS
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.
BOTCHORD
Rigid ceiling directly applied or 4-1-8 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 Installa8on guide.
REACTIONS. (Ib/size)
2 =
2225/0-8-0 (min. 0-2-10)
6 =
2225/0-8-0 (min. 0-2-10)
Max Horz
2 =
-200(LC 6)
Max Uplift
2 =
-1344(LC 8)
6 =
-1344(LC 9)
Max Grav
2 =
2247(LC 33)
6 =
2247(LC 34)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-3529/2209, 3-18=-3016/1983,
18-19=3016/1983, 19-20=3016/1983,
4-20=3016/1983, 4-21=-3016/1983,
21-22=3016/1983, 22-23=-3016/1983,
5-23=3016/1983, 5-6=-3529/2209
BOTCHORD
2-11=1941 /3049. 11-24=-3060/4731,
24-25=-3060/4731, 25-26=3060/4731,
10-26=3060/4731, 10-27=306014731,
27-28=3060/4731, 9-28=-3060/4731,
9-29=3060/4731, 8-29=-3060/4731,
6-8=-1804/2989
BOTCHORD
2-11=1941/3049, 11-24=-3060/4731,
24-25=3060/4731, 25-26=3060/4731,
10-26=-3060/4731, 10-27=3060/4731,
27-28=3060/4731, 9-28=3060/4731,
9-29=3060/4731, 8-29=-3060/4731,
6-8=-1804/2989
WEBS
3-11=-576/1159,4-11=-1858/1354,
4-10=28/517, 4-8=1857/1353,
5-8=576/1159
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. It; Grp 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
pending.
4) All plates are MT20 plates unless otherwise
Indicated.
5) This truss has been designed for a 10.0 psf bottom
chord live load nonconcument 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 1001b uplift at
Joint(s) except (t=lb) 2=1344, 6=1344.
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight: 115 lb FT=10%
8) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 301
lb down and 331 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 331 lb up at 19-2-0 on top chord,
and 296 lb down and 165 lb up at 5-0-0, 621b 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 Ib
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 17-14, and
296 lb down and 165 lb up at 19-1-4 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, 12-15=20
Concentrated Loads (lb)
Vert: 3=119(F) 5=119(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) 24=-47(F) 25=-47(F)
26=47(F) 27=47(F) 28=47(F) 29=417(F)
Job
Truss
Tmss Type
pry Ply
76914
F01
FLOOR
8 1
A0257636
Job Reference tlonal
o
n i ., msses, run rienx, r, .�rawe, aesiynL�a iwas.mm KUn: b.Clu 5 May lb Zino rnnU b.Zlu s May lb Zulb MI lex mausmes, mc. vveo Jun Zb 14:U2a /
3x4 =
1
Us =
2
3 Sx6
Dead Load Dell. =1/8 in
3x10 II
4 5
to 9 a 7 6
46 = 1.5x4 II 1.5x4 It 5x6 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
L/d
PLATES
GRIP
TCLL 40.0
Plate Grip DOL
1.00
TIC 0.78
Vert(LL)
-0.15
7-8
>999
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.00
SC 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
Weight: 82 Ib
FT = 10%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD, 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-9-4 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-M oc bracing.
WEBS
1 Row at midpt 2-10, 3-7
MiTek recommends that Stabilizers and required
crass bracing be Installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
10 =
961/Mechanical
5 =
963103-0 (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.
TOPCHORD
1-10=345/0, 2-3=-2209/0
BOTCHORD
9-10=0/2209, 8-9=0/2209, 7-8=0/2209
WEBS
4-7=0/684, 2-10=216710, 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. Srongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty Ply
76914
F02
FLOOR
g 1
A0257637
Joh Reference (optional)
Run: 8.210 s May 182018 Print: 8.210 Is
Inc. Wed Jun 2614:02:18 2019
861 Roof Trusses, Fort Pierce, FL 34946. design@altruss.com
13x6 =
5.6 =
3 5x6 =
Dead load Deg. = 1116 In
3x6 =
W1 W3 3
i
k=J U U
84x6= 9 10 7 6 5
1.5x4 II
1.5x4 II
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(10c)
I/deft
L/d
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 FBC20171FP12014
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-
TOPCHORD
Structural wood sheathing directly applied or 4-5-0 oc
puffins, except end verticals.
BOTCHORD
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 Gray
8 =
1057(LC 1)
5 =
982(LC 1)
FORCES. (Ib)
Max. CompJMaz. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
1-8=-348/0, 2-3=2235/0, 4-5=339/0
BOTCHORD
8-9=0/2235, 9-10=0/2235, 7-10=012235,
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 hasthave 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: 14=110, 5.8=-20
Concentrated Loads (Ib)
Vert: 9=50 10=-50
2) Dead: Lumber Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 14=-110, 5-8=20
Concentrated Loads (lb)
Vert: 9=5010=-50
3) 1st chase Dead + Floor Live (unbalanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert: 1-3=-110, 34=-30, 5-8=20
Concentrated Loads (Ib)
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, 24=-110, 5-8=-20
Concentrated Loads (Ib)
Vert: 9=-50 10=-50
5) 3rd chase Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 1-3=110, 34=-30, 5-8=-20
Concentrated Loads (Ib)
Vert: 9=-50 10=-50
6) 4th chase Dead: Lumber Increase=1.00, Plate
Increase=1.00
Uniform Loads (plf)
Vert: 1-2=-30, 24=-110, 5-8=20
Concentrated Loads (lb)
Vert: 9=50 10=-50
Us =
PLATES GRIP
MT20 2441190
Weight: 71 lb FT =10%
Job
Truss
Truss Type
Oty Ply
76914
F03
Roof Special
4 1
A0257638
Jab Reference o tional
A-1 Real 1 msse5, fort Plerce, FL 34946, designrd)aimiss.com Run: 8.210 a May 18 2018 Print: 8.210 s May 18 2018 MITek Industries, Inc. Wed Jun 26 14:02:18 20194rage 1
I D:YwMtazYTmRGkHbBJ_pTytKyn003.W DVO_Cnxis2HonRutEeAEtcldH61m7KE4bkwDOz2PFJ
154-4
0 12�7-6-0� 8-40 148-8 15.2-12 26-04 2&9-0
0 2 5.11-6 1-2-14 130 5.11-9 108-0 0312
0-1-8
Dead Lead Deff. =1116 In
4x10 II
12
3.6 11
46 = bx6 = 6.8 = 3x4 II 46 = 4x6= Us 11
3 4 5 6 7 8 9 10 11
2221 20 19 18 17 16 15 1413
4.6 = 1.Sx4 II 1.5x4 II 4x4 = 4x4 = 1.5x4 11 1.5x4II 4x4 =
12
632
7-6-0 8-9-0
14-M
1
19-5-0
21-11A
2
0. 2
571-6
1-2-14 1-3-0
5-11-8
7- 2
4-1-0
2-6-0
1414
4-1-0
0. 2
LOADING(psf)
SPACING-
2-"
CSI.
DEFL. in
(loc)
I/deft
L/d
PLATES
GRIP
TCLL
40.0
Plate Grip DOL
1.00
TC
0.66
Vert(LL) -0.11
19-20
>999
360
MT20
244/190
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
Mahix-MS
Weight: 159 Ib
FT = 10%
LUMBER -
TOP CHORD 2x8 SP 240OF 1.8E
BOTCHORD 2x4 SP No.2 `Except'
B2: 2x4 SP No.3
WEBS 2x4 SP No.3 `Except'
W1: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-M oc
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-M 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 =
89810-3-0 (min. 0-1-8)
12 =
63210-3-0 (min. 0-1-8)
7 =
184410-4-12 (min. 0-1-8)
Max Gmv
1 =
912(LC 3)
12 =
674(LC 4)
7 =
1844(1-C 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
3-0=1647/0, 9-10=976/0, 2-21=0/541,
11-14=0/428
BOTCHORD
20-21=0/1847,19-20=0/1847,
18-19=0/1847, 6-18=0/546, 8-17=01427,
16-17=0/976, 15-16=0/976, 14-15=0/976
WEBS
3-21=1714/0, 4-18=1831/0;
9-17=1023/0, 10-14=964/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) The Fabrication Tolerance at joint 5 = 10%
3) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Od
(0.131- X X) nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
qry
Ply
76914
F04
FLOOR
10
1
A�7673]9
Job Reference o tional
al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s
3x6 it
2018 MiTek Industries, Inc. Wed Jun 2614:02:19 2019 Page 1
yn6g3_Q30CYnZS9A8Px75RZAPm59xJhakVfVOJEUT1Tz2PFl
6xa = 4x6 = 3x8 11
12 11 10 9
4x4 = 1.5x4 II 1.5x4 II 4x4 =
LOADING(psf)
SPACING-
1-0-0
CSI:
DEFL.
in
floc)
I/deft
Lld
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
n1a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x8 SP 240OF 1.8E
BOTCHORD 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-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size)
9 =
187/1vlechanical
2 =
998104-12 (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 (Ib) or less except
when shown.
TOPCHORD
6-7=-351/362
BOTCHORD
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
2400F 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 100lb 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 (Ib)
Vert 1=-200
PLATES GRIP
MT20 2441190
Weight:108lb FT=10%
Job
Truss
Truss Type
City Ply
76914
FO5
FLOOR
2 1
A0257640
Jab Reference o tlonal
A-1 Roof Trusses, Fort Pierce, FL 34946, design@albuss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 14:02:20 2019'Fage 1
ID:YwMtazYTmRGkHb8J_pTy7Kyn003Sc PuoBDTI?15aH?fheJli7V5tOE2VMuDOHvz2PFH
o 12
0-1s II 4x6= axe II
o-
1 2 3 4 4x6 = 5
T7
w1
W2
W2
wl
I
wl
W1
9 4x8=
8
1.5x4 II
7
1.5x4 II
6
4.6 =
0 12
0.1-10
4-1-4
i-1-13
1+3
41-4
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deb
Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.57
Vert(LL)
-0.04
7S
>999
360
MT20 2441190
TCDL 15.0
Lumber DOL
1.00
BC 0.36
Vert(CT)
-0.06
7S
>999
240
BCLL 0.0
Rep Stress lncr
YES
WB 0.40
Horz(CT)
0.01
6
n/a
n/a
BCDL 10.0
Code FBC2017fFP12014
Matrix -MS
Weight: 68 to FT = 10%
LUMBER -
TOP CHORD 2x8 SP 2400F 1.8E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation aide.
REACTIONS. (lb/size)
1 =
69610-4-12 (min. 0-1-8)
6 =
703/Mechanical
Max Gmv
1 =
696(LC 1)
6 =
703(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
3-4=-1090/0, 5-6=-254/0, 2-9=0/462
BOTCHORD
8-9=0/1090,7-8=0/1090, 6-7=0/1090
WEBS
3-9=-1097/0, 4-6=-1127/0
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 X) 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 ply76914
F06
FLOOR
2 1
A0257641
Jab Reference (optional)
L11 Hoot Trusses, Fort Pierce, FL 34946, deslgnt0galtnlss.com Nun: 8.21U s May 152U18 Pnnt: 8.210 a May 18 2018 MTek Industries, Inc. Wed Jun 2614:02:202019 PaI I
ID:YwMtazYTmRGkHbBJyTylKyn003-Sc PuoBDTI?15aH91heJli8c5xdE8kXXuDOHvz2PFH
1.5x4
1 3x4 = 2
T7
W1
va
wl
131
4 3
1.5x4 It 3x4=
3-10-8
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(Icc)
Waft
L/d
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.50
Vert(LL)
0.00
4
""
360
MT20 2441190
TCDL 15.0
Lumber DOL
1.00
BC 0.09
Vert(CT)
-0.01
3-0
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
3
n1a
n/a
BCDL 10.0
Code FEC2017ITP12014
Matnx-MP
Weight: 21 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-10-8 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and requiretl
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 Oty
Ply
76914
FG01
FLOOR 1
3
A0257642
Job Reference o tional
A-1 Roof Trusses, Fort Pierce, FL 34946, designoalbuss.com Run: 8.210 s
2x4 It 4A2= axe= 1.5x411
18 2018 Print: 8.210
1.5x4 II
18 2018 MiTek Industries, Inc.
5x12 =
Jun 26 14:02:21
Dead Lead Deft =1181n
2x4 II
a
wt
81
B2
e 4
13 14 15 11 16 10 12x14 = 9 17 e
tr
7x10 MT20Ha=
12x14 =
7x10 MT20HS=
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
Udefl
L/d
TCLL
40.0
Plate Grip DOL
1.00
TC
0.85
Vart(LL)
-0.20
11
>952
360
TCDL
15.0
Lumber DOL
1.00
BC
0.62
Vert(CT)
-0.32
11
>597
240
BCLL
0.0
Rep Stress Incr
NO
WB
0.99
Horz(CT)
0.04
8
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30'Except'
T2: 2x4 SP 240OF 2.0E
BOTCHORD 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-
TOPCHORD
Structural wood sheathing directly applied or 4-9-4 oc
purins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. (lb/size)
12 = 1679110-7-10 (min.04-10)
8 = 790510-8-0 (min. 0-2-3)
Max Grav
12 = 16791(LC 1)
8 = 7905(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
1-2=1393/0, 23=-20949/0, 3-4=-20949/0,
4-5=-20949/0, 5-6=20949/0, 6-7=965/0,
7.8=-253/0
BOTCHORD
12-13=0111685, 13-14=0111685.
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=0111111, 6-8=11717/0,
2-11=0110507, 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 Do.
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 (3) 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 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.
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 4-0-8, 950 lb down at 6-4-8,
941 lb down at 6-4-8, 950 lb down at 8-4-8, 941111
down at 8-4-8, 950 lb down at 10-4-8, 941 lb down at
10-4-8, 950 Ib down at 12-4-8, 941 Ib down at 12-4-8.
and 950 Ib 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 (pit)
Vert: 1-7=-110, 8-12=20
Concentrated Loads (Ib)
Vert: 12=-7500 9=-1891(F=-950, B=-941)
10=1891(F=-950, B=941)11=-1891(F=950,
B=941)13=1897(F=953, B=-945)
14=-1891(F=950, B=941)15=-1891(F=-950,
B=-941) 16=-1891(F=-950, B=-941)
17=-1891(F=-950, B=-941)
5x8 =
PLATES GRIP
MT20 2441190
MT20HS 1871143
Weight' 3021b FT = 10%
Jab
Truss
Truss Type
Dry
Ply
76914
FG02
FLOOR
1
2
A0257643
Job Reference (optional)
Kun:u.Llus Mavidzuia Pnnt:a.2lus Mav162U1a Miiex
2019
frl Roof Trusses, Fort Pierce, FL 34946, aeslgn(mal Wss.com
1 8x14= 2 4x8=
2x4 II
3
2x4 II
4
5x14 =
5
Dead Load Deft. =1/8 In
3x4 II
6
500 MT20HS= 1004 = 4x8 = 3x6 II 5x6 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL,
in (loc)
I/deft
L/d
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
We
BCDL
10.0
Code FBC20171TP12014
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-
TOPCHORD
Structural wood sheathing directly applied or 6-0-2 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 750910-4-0 (min. 0-3-2)
7 = 303710-8-0 (min.0-1-8)
Max Grav
12 = 7509(LC 1)
7 = 3037(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (D) or less except
when shown.
TOPCHORD
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
BOTCHORD
11-12=0/1140, 10-11=0/15059,
9-10=0/12086, 8-9=0/5318, 7-8=0/5318
WEBS
1-11=0/15079,2-10=-3785/0,5-9=Of7647,
5-8=-868/0, 5-7=-5495/0, 4-9=129310,
3-10=01460, 2-11=0/2210
NOTES-
1) 2-ply truss to be connected together with IOd
(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
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight:2181b FT=10%
Job
Truss
Truss Type
Dty
ply
76914
FG03
FLOOR
1
3
A0257644
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.cem
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 Mil
14:02:22
Dead Load Dell. = 3/8 In
5x8 = 1004 MT20H8= 44 = 416 = 4x6 = 416 = 4x6 = 10x14 MT20HS= 5x8 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(too)
Vdefl
L/d
TCLL 40.0
Plate Grip DOL
1.00
TIC 0.91
Vert(LL)
-0.65
15
>381
360
TCDL 15.0
Lumber DOL
1.00
BC 0.94
Vert(CT)
-1.01
15
>244
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.54
Horz(CT)
0.12
11
n/a
We
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
LUMBER -
TOP CHORD 2x6 SP 240OF 2.0E
BOT CHORD 2x8 SP 240OF 1.8E
WEBS 2x4 SP M 30 *Except*
WI: 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 cc
puriins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing,
Except:
2-2-0 cc bracing: 15-16,14-15.
REACTIONS. (lb/size)
19 = 1031810-5-0 (min. 0-2-14)
11 = 6925/0-8-0 (min.0-1-15)
Max Grav
19 = 10318(LC 1)
11 = 6925(LC 1)
FORCES. (D)
Max. Comp./Max. Ten. - Al forces 250 (Ib) or less except
when shown.
TOP CHORD
1-19=-278410,1-20=1974/0,
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, 730=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=0113073, 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
2-1 9=-1 284210. 2-18=018443,
3-18=-9778/0, 3-17=015576, 4-17>5544/0,
4-16=012489, 5-16=-2671/0, 5-15=-433/0,
6-15=01273, 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=-033/0, 6-15=01273,
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 cc, member 17-4 2x4 -1 row at 0-9-0 cc,
member 4-16 2x4 -1 row at 0-9-0 cc, 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 now at 0-9-0 cc,
member 6-14 2x4 -1 row at 0-9-0 cc, member 14-7
2x4 -1 row at 0-9-0 cc, member 7-13 2x4 - 1 row at
0-9-0 cc, 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 cc, 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) Al plates are MT20 plates unless otherwise
indicated.
4) Recommend 2x6 srongbacks, on edge, spaced at
10-M 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
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight:4391b FT=10h
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
Oty Ply
76914
FG04
FLOOR
1 1
A0257645
Job Reference o Donal
Mt Roof Trusses, Fart Pierce, FL 34946, design@attruss.com Run: 8.210 s May 182018 Print: 8.210 s May 182018 MITek Industries, Inc. Wed Jun 2614:02:23 2019 Page 1
ID:YW MtUYTmRGkHbBd_pTytKyn003-tBlvlwg4 WOhZuZJsgnEL=Kc11oORORzEsSguEz2PFE
1544
5-1-3 9-1413 14-88 1 2. 195-0 21-11-4 26-0-0 2 -0
5-i-3 2-0-7 2-69 4-9-11 4-1-0 2-0-0 41-0 2
9-1-8
Dead Load Deft. = V8In
Us II
3x4 11 48 = 6x8 = 3x6 It 4x6 = 4x6 = 3x4 It
1 2 3 4 5 6 7 8 910
1O
18 19 20 17 16 15 14 13 1211
5x6 = 1.5x4 II 4x4 = 4x4 = 1.5x4 II 1.5x4 II 414 =
5-1-3
7-4-4
9-10-13 14-8-8
1
19-54
20-84 21-11
26-04
2 -0
5-1-3
2-3-1
2-6-9
4-9-11
7-1
4-1-0
1-3-0 1-3-0 4-1-0
O- - 2
LOADING(psf) .
SPACING-
1-M
CSI.
DEFL.
in (too)
I/deb
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/TPI2014
Matrix -MS
Weight: 162 Ito
FT = 10%
LUMBER -
TOP CHORD 2x8 SP 240OF 1.8E
BOT CHORD 2x4 SP N0.3 *Except'
131: 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
punins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-M oc bracing.
WEBS
1 Row at midpt 2-18. 2-16
REACTIONS. (lb/size)
18 =
816/Mechanicei
10 =
304/0-3-0 (min. 0-1-8)
5 =
1011104-12 (min.0-1-8)
Max Grav
18 =
823(LC 3)
10 =
328(LC 4)
5 =
1011(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
7-8=454/0
BOTCHORD
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=0/454, 12-13=0/454
WEBS
2-18=-1119/0, 2-16=1327/0, 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 X) 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 3-54 on bottom
chord. The design/selection of such connection
devices) 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 (pit)
Vert: 1-9=55, 9-10=55, 16-18=-10, 11-15=10
Concentrated Loads (lb)
Vert: 19=-223(S) 20=223(B)
Jab
Truss
Truss Type Qly Ply
76914
FG05
FLOOR 1
2
A0257646
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce. FL 34946, design@altruss.com Run: 8.210 s May 182018 Print: 8.210 s May 18 2018 MiTek Industries. Inc. Wed Jun 26
1 3x4 =
TI
w1
W2
W1
W1
81
5
3x4 =
2.411
3-11-4
0-8-12
LOADING(psf)
SPACING-
1-0-0
CSI.
DEFL.
in
(]cc)
Vdefl
L/d
PLATES
GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.31
Vert(L-)
-0.01
5-6
>999
360
MT20
2441190
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/TP12014
Matrix -MS
Weight: 51 lb
FT= 10%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-6-0 cc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (lb/size)
6 =
218/Machanical
4 =
874/Mechanical
Max Gmv
6 =
218(LC 1)
4 =
874(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
3-0=-359/0
WEBS
2-5=0/328
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131'xY) 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 cc.
Webs connected as follows: 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 (8),
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 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.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 818
Ib down at 3-11-4 on bottom chord. The
design/selection of such connection devices) 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 (Ib)
Vert: 5=818(3)
Job
Truss
Truss Type
Qry
Ply
76914 r
HJ3
Diagonal Hip Girder
1
1
AO257647
Job Reference(optional)
4*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 2614:02:24 2019 Page 1
ID:YwMtazYTmRGkHb8lyTyrKyn003-LNsHFFdHipQ Wiu2EUlaTesuBiJrAxj7SWBEQgz2PFD
-0-9-3 4-2-3
0-9-3 I 4-2-3
_N
CS
O
'
1-5-0
2-9-3
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
Udefl
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC
0.20
Vert(L-) -0.00
4-5
>999
360
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC
0.08
Vert(CT) -0.00
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 FBC2017fFP12014
Matrix -MP
Weight: 14 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2z4 SP N0.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-2-3 oc
puriins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordancewith Stabilizer Installation uide.
REACTIONS. All bearings Mechanical except Gt=length)
2=1-5-0, 5=0-3-8.
(lb) - Max Hom
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=282(LC 1)
FORCES. fib)
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. 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) 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
ANSVTPI 1.
3) Gable studs spaced at 2-6-0 oc.
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) 3, 2 except Gt=1b) 5=125.
8) 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.
9) In the LOAD CASE(S) section, loads applied to the
face of the as 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 (Ib)
Vert: 7=42 8=-13(F)
Job
Truss
Truss Type
Oty Ply
76914
HJ3A
DIAGONAL HIP GIRDER
1 1
A0257648
Job Reference (opdonall
A-1 Roof Trusses, Fort Pierce, FL 34946, design@albuss.com
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Indusbies, Inc. Wed Jun 26
3x4 =
4-2-3
4-2-3
LOADING(psl)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Lid
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC
0.37
Vert(LL)
-0.03
4-7
>999
360
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC
0.23
Vert(CT)
-0.04
4-7
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB
0.00
Horz(CT)
0.01
2
n/a
n/a
BCDL 10.0
Code FBC2017[TP12014
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 4-2'-3 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. fib/size)
3 =
10211viechanical
2 =
275/0-10-15 (min.0-1-8)
4 =
II/Mechanical
Max Horz
2 =
170(LC 8)
Max Uplift
3 =
-129(LC 8)
2 =
-256(LC 4)
4 =
-6(LC 8)
Max Gray
3 =
137(LC 19)
2 =
361(LC 19)
4 =
67(LC 30)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) 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);
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-M 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 Qt=1b) 3=129, 2=256.
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, 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.
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 1-3=-90, 4-5=-20
Concentrated Loads (Ib)
Vert: 8=170(F=85, B=85) 9=60(F=30, B=30)
Job
Truss
Truss Type
Ory
Pty
76914
HJ5
Diagonal Hip Girder
4
1
A0257649
Job Reference (optional)
Art Roof Trusses, Fort Pierce, FL 34946. design@aiuuss.com Run: 8.210 s
3
MTek Industries, Inc. Wed Jun 26 14:02:26 2019
3x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defi
L/d
TCLL 30.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
-0.02
7-10
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.25
Vert(CT)
-0.03
7-10
>999
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.14
Horz(CT)
0.00
5
n/a
n/a
BCDL 10.0
Code FBC20177TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 64)-0 oc
puriins.
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 uide.
REACTIONS. (fib/size)
4 =
132/Mechanical
2 =
38810-10-15 (min. 0-1-8)
5 =
191/Mechanical
Max Hom
2 =
256(LC 8)
Max Uplift
4 =
-110(LC 8)
2 =
-238(LC 4)
5 =
-109(LC 8)
Max Grav
4 =
132(LC 1)
2 =
489(LC 19)
5 =
267(1C 35)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-11=-655/124, 3-11=569/167
BOTCHORD
2-13=-242/496, 7-13=242/496,
7-14=-242/496, 6-14=242/496
WEBS
3-6=557/272
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) 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 (it --lb) 4=110, 2=238, 5=109.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)134
lb down and 86 Ib up at 1-4-9, 134 lb down and 86 lb
up at 1-4-9, and 185 lb down and 85lb up at 4-2-8,
and 185 lb down and 85 lb up at 4-2-8 on top chord,
and 27 lb down and 50 lb up at 14-9, 27 lb down and
50 lb up at 1-4-9, and 33lb down and 17 lb up at
4-2-8, and 33 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(Ib)
Vert: 11=172(F=86, B=86) 13=61(F=30, B=30)
14=16(F=-8, B=-8)
PLATES GRIP
MT20 2441190
Weight: 31 lb FT=10%
Job
Truss
City Ply
76914
HR
�TnussType
Diagonal Hip Girder
1 1
;40257650
Job Reference (ootiona0
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altmss.00m
Run: 8.210 s Mav 18 2018 Print: 8.210 s Mav 18 2018 MiTek Indusbies. Inc. Wed Jun 26 14:02:27
3
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Well
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.59•
Vert(LL)
0.08
7-9
>999
360
MT20 2441190
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
n1a
BCDL 10.0
Code FBC2017ITP12014
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-
TOPCHORD
Structural wood sheathing directly applied or 4-2-9 oc
purins.
BOTCHORD
Rigid ceiling directly applied or 7-1-12 oc bracing.
MiTek recommends that Stabilizers and requiretl
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation uide.
REACTIONS. (lb/size)
4 =
198/Mechanicel
2 =
71711-5-0 (min. 0-1-8)
5 =
5221Mechanical
Max Hoe
2 =
189(LC 4)
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. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-10=-1700/902,3-10=-1642/908
BOT CHORD
2-12=-843/1260, 2-13=-1001/1643,
7-13=1001/1643, 7-14=-1001/1643,
6-14=100111643
WEBS
3-7=-951312,3-6=-1709/1041
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft;
Cat. II; Exp D; End., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate gdp DOL=1.60
2) This truss has been designed for a 10.0 psf bottom
chord live load nonconcumenl 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-M 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 at--lb)4=150, 2=444, 5=272.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 66
lb down and 68 It, up at 4-2-8, 66 lb down and 68 Ib
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 13lb down and 31 lb up at 14-9, 13 lb down and
31 lb up at 1-4-9, 22 lb down and 26 lb up at 4.2-8,
22lb down and 26 lb up at 4-2-8, and 52lb 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.
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: 141=90, 2-5=-20
Concentrated Loads (lb)
Vert 11=-120(F=60, B=-60)12=-26(F=13, B=-13)
13=45(F=-22, B=-22) 14=-105(F=-52, 8=52)
Job
Truss
Truss Type
Qty Ply
76914
HJ7B
Diagonal Hip Girder
1 1
A0257651
Joh Referenlnnibnall
ra
l.£1 moor Trusses, FOR meme, vL o4 o, aeslgnLoalrruss.00m
kun: a.z1u s May 1a Lu1a vnnC a21U s May 18 Z018 MITek Industries, Inc. Wed Jun 26 14:02:28 2019
3.4 = 1.5x4 II 3x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
Lld
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.70
Vert(L-)
0.07
6-7
>999
360
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC .0.58
Vert(CT)
-0.10
6-7
>999
240
BCLL 0.0
'Rep Stress lncr
NO
WB 0.53
Horz(CT)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 43 lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-3-10 oc
purins.
BOTCHORD
Rigid ceiling directly applied or 75-11 oc bracing.
MTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 =
214/Mechanical
2 =
58210-10-15 (min. 0-1-8)
5 =
426/Mechanical
Max Hom
2 =
342(LC 8)
Max Uplift
4 =
-201(LC 8)
2 =
--355(LC 4)
5 =
-272(LC 8)
Max Grav
4 =
214(LC 1)
2 =
694(LC 35)
5 =
511(LC 35)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-11=-1206/439,11-12=-11491484,
3-12=1011/456
BOTCHORD
2-14=-601/974, 14-15=-601/974,
7-15=-601/974, 7-16=601/974,
6-16=601/974
WEBS
3-7=-25/286, 3-6=-1081/667
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; End., GCpi=0.18; MWFRS (envelope);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate gdp DOL=1.60
2) This truss has been designed for a 10.0 pat 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) 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 (jt--lb) 4=201, 2=355, 5=272.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 134
lb down and 86 lb up at 14-9, 134 lb down and 86lb
up at 1-4-9, 185 lb down and 84 lb up at 4-2-8, 185 lb
down and 85lb 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 27lb dawn and 50 lb up at
1-4-9, 27lb down and 50 lb up at 1-4-9, 33 Ib down
and 16 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
designiselection 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: 1-4=90, 5-8=-20
Concentrated Loads (lb)
Vert: 11=172(F=86, B=86)13=-114(F=57, 8=-57)
14=61(F=30, 8=30)15=15(F=-7, B=-8)
16=-86(F=43, B=-43)
Job
Truss
Truss Type Qty Ply
76914
HJ7C
Diagonal Hip Girder 1 1
A0257652
Job Reference (optional)
Run: 8210 s Mav 18 2018 Print: 8.210 s Mav 18 2018 MiTek
Inc. Wed Jun 2614:02:28
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altiuss.com
1.5x4 II
2x4 = 3x4 = 4
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
([cc)
Udell
Lid
TCLL 30.0
Plate Grip DOL
1.25
TC ,0.66
Vert(LL)
0.07
5-6
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.59
Vert(CT)
-0.09
5-6
>999
240
BCLL 0.0 •
Rep Stress Incr
NO
WB 0.56
Horz(CT)
0.01
4
n/a
n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-1-13 cc
puriins.
BOTCHORD
Rigid ceiling directly applied or 6-10-12 cc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
52310-10-9 (min. 0-1-8)
3 =
208/Mechanical
4 =
481/Mechanical
Max Horz
1 =
298(LC 8)
Max Uplift
1 =
-261(LC 8)
3 =
-197(LC 8)
4 =
.315(LC 8)
Max Grav
1 =
656(LC 34)
3 =
208(LC 1)
4 =
533(LC 35)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-10=-1254/523, 10-11=-1202/552,
2-11=-1053/519
BOTCHORD
1-13=-703/1031, 13-14=-703/1031,
6-14=703/1031, 6-15=-703/1031,
5-15=703/1031
WEBS
2-6=-64/308, 2-5=1144780
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; End., 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 3-8-0 tall by 2-M wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
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 (jt=1b) 1=261, 3=197. 4=315.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)118
Ib down and 281b 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 85lb 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 16lb 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 Ib up at 7-0-7 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: 1-3=-90, 4-7=-20
Concentrated Loads (Ib)
Vert: 10=85(B)12= 121(1==64, B=-57) 13=21(F=9,
B=30) 14=29(F=21, B=8) 15=94(F=51, B=-43)
PLATES GRIP
MT20 2441190
Weight: 40 lb FT=10%
Job
Truss
Truss Type
Oty Ply
76914
HJ7W
Diagonal Hip Girder
1 1
A0257653
Job Reference optional
A+l Roof Trusses, Fort Pierce, FL 34946, design@altruss.com
Run: 8.210 s May 18 2018 Print 8.210 s May 18 2018
3x4 = `A% " 5
2614:02:29 2019
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(too)
I/dell
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.59
Vert(LL)
0.09
7
>999
360
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.48
Vert(CT)
-0.08
7-9
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.62
Horz(CT)
a02
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matdx-MS
Weight: 47 It, F7 = 10%
LUMBER -
TOP CHORD 2x4SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-5-7 oc
pudins.
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 quide.
REACTIONS. (lb/size)
4 =
199/1dechanical
2 =
595/1-5-0 (min. 0-1-8)
5 =
485/Mechanical
Max Horz
2 =
192(LC 22)
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=-1079/891, 2-11=-153811389,
3-11=-1480/1395
BOTCHORD
2-13=-147511464,7-13=-1475/1484,
7-14=-1475/1484, 6-14=-1475/1484
WEBS
3-7=-315/281, 3-6=-1543/1534
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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl 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-M 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 at --lb) 4=167, 2=513, 5=526.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s)197
lb down and 281 lb up at 14-9, 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 163lb up at 7-0-7, and 110lb down
and 163 lb up at 7-0-7 on top chord, and 75 lb down
and 1 It, up at 4-2-8, 75 lb down and 1 lb up at 4-2-8,
and 52 lb down and 139 lb up at 7-0-7, and 52lb
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.
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=-90,2-5=-20
Concentrated Loads (lb)
Vert 10=85 12=120(F=60, B=60) 13=2(F=1, B=1)
14=104(F=52, B=52)
Job
Truss
Truss Type city Ply
76914
J3
JACK -OPEN 3 1
A0257654
Job Reference (optional)
A-1 Koor I Nsses, con Ylerce, FL 4484e, eeslgn(galvuss.com Run: 8.210 s May 182018 Print: 8.210 s May 182018 MiTek Indusbies, Inc. Wed Jun 2614:02:30 20199Page 1
ID:YwMtazYTmRGkHbBJ_pTy?Kyn003-AXD WJwTtYZaEdLCalsJP6A7KgafC?rSeYeKz2PF7
-1<3-0-0
1-4--0 0 3-0-0
2x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
floc)
Well
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
0.23
Vert(CT)
-0.02
4-7
>999
240
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
0.00
3
We
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 3-0-0 oc
purins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oo bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed dudng truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 =
101/Mechanical
2 =
299/0-84) (min. 0-1-8)
4 =
37/Mechanical
Max Horz
2 =
170(LC 12)
Max Uplift
3 =
-96(LC 12)
2 =
-120(LC 12)
4 =
-4(LC 12)
Max Grav
3 =
122(LC 19)
2 =
299(LC 19)
4 =
53(LC 3)
FORCES. (Ib)
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. 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 nonconcument 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 beadng plate capable of withstanding 100 lb uplift at
joint(s) 3,4 except (It --lb) 2=120.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 12 lb FT=10%
Job
Truss
Truss Type
Cry
Ply
76914
J3A
Jack -Open
1
1
A0257665
Jab Reference (ootlonall
k1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MR-ek Industries, Inc, Wed Jun 26 14.02-.31 2019 Page 1
ID:YwMtazYTmRGkHb8JyTylKyn003-ejnwjfxSerhRmwOBTNDFd50xhjJ6S936O6Amz2PF6
`=0-6-8 3-0-0
Sae I 3-0-0
2x4 =
3-0-0
LOADING(psf)
SPACING.
2-M
CS'.
DEFL.
in
(loc)
I/deft
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.17
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
Hmz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix -MP
.
Weight: 10 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 3-0-0 oc
puriins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during buss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
3 =
107/Mechanical
2 =
210/0-M (min.0-1-8)
4 =
51IMechanical
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 (Ib) or less except
when shown.
NOTES-
1)Wind: ASCE 7-10; Vult=170mph (3-second gust)
Vasd=132mph; TCDL=5.Opsf; BCD1-=5.Opsf; h=25ft;
Cat 11; Exp D; End., GCpi=0.18; MWFRS (envelope)
and C-C Extenor(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
Job
Truss
Truss Type
QlY
Ply
76914
J5
Jack -Open
20
1
AO257656
Jab Ref rece (opd nail '
A-1 Roof Trusses, Fort Pierce, FL 34946, design@alvuss.com Run: 8.210 s May 18 2018 Print: 8.210
314 =
5-0-0
Inc.
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/detl
L/d
PLATES
GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.68
Vert(LL)
-0.07
4-7
>806
360
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.58
Vert(CT)
-0.11
4-7
>524
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
3
n/a
n/a
BCDL 10.0
Code FBC20171TP12014
Matrix -MP
Weight: 18 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-0-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 10-M 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 =
185/14echanical
2 =
399/043-0 (min. 0-1-8)
4 =
72IMechanical
Max Horz
2 =
256(LC 12)
Max Uplift
3 =
-175(LC 12)
2 =
-141(LC 12)
4 =
-11(LC 12)
Max Grav
3 =
223(LC 19)
2 =
401(LC 19)
4 =
94(LC 3)
FORCES. (Ib)
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-M 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 Qt=1b) 3=175, 2=141.
LOAD CASE(S)
Standard
Job
Truss
Truss Type Qty
Ply
76914 -
J7
Jack -Open 5
1
A0257657
Job Reference (optional)
Fri Roof Trusses, Fort Pierce, FL 34946, design@albuss.ocm Run: 8.210 s May 18 2018 Print: 8.210 s May 182018 MITek Industries, Inc. Wed Jun 2614:02:32 2019 Pagel
ID:YwMtazYTmRGkHbBJ_pTy7Kyn003-6wLlw_xjP9plTxVbiAvSogC3ow 82ZilIm7fiDz2PF5
-0�6-8 7-0-0
0-6-8 I 7-oa
3x6
7-0-0
Dead Load Deli.=1116In
LOADING(psf)
SPACING-
2-M
Cat.
DEFL. in
Qoc)
I/deft
L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 1.00
Vert(LL) 0.14
4-6
>605
360
MT20 2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.69
Vert(CT) -0.13
4-6
>617
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
4
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 28 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 8-1-8 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
228/1dechanical
2 =
42810-8-0 (min.0-1-8)
4 =
152IMechanical
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 =
158(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; End., 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-M 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 Ib uplift at
joint(s) 4 except Qt=1b) 3=176, 2=210.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
76914
J713
Jack -Open
6
1
A0257658
Job Reference (ootionall
A-1 Roof Trusses, Fort Pierce, FL 34946, design@attruss.com Run: 8.210 s May
3xa G
MTek Industries, Inc. Wed Jun
Dead Load Defi.= 1/8 in
LOADING(psf)
SPACING-
2-M
CST.
DEFL.
in
(loc)
Udefl
Ud
PLATES GRIP
TCLL 30.0
Plate Grip DOL
1.25
TC 0.75
Vert(LL)
0.22
4-7
>386
360
MT20 244/190
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 FBC2017frP12014
Matrix -MP
Weight: 25 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEDGE
Left 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-Or9 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed dudng truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
268/1VIechanical
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 =
134(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) 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. II; Exp D; Encl., GCpi=0.18; MWFRS (envelope)
and C-C Exte6or(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 nonconcument 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-M 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 (rlb) 3=253, 2=167.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty Ply
76914
J7C
Jack -Open
2 1
AO257659
Jab Reference o tional
1-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.cam Run: 8.210 s May 18 2018 Print: 8.210 s May 182018 MiTek Industries, Inc. Wed Jun 26 14:02:33 2019 Pagel
ID:YWMta YrmRGkHb8JyTy7Kyn003-a6vh8KyL9Tx9554nGtQhL1 kJxKGInOySXQtCFf72PF4
7-0-0
7-0-0
Dead Load Defl. =1/8 in
3.6 =
Plate Offsets (X,Y)—
f1:0-3-3,0-1-81
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
L/d
PLATES
GRIP
TCLL - 30.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
0.22
3-6
>379
360
MT20
2441190
TCDL 15.0
Lumber DOL
1.25
BC 0.54
Vert(CT)
-0.31
3-6
>272
240
BCLL 0.0
Rep Stress Incr
YES
WE 0.00
Horz(CT)
0.01
2
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 231b
FT = 10%
LUMBER -
TOP CHORD 2x4 SP 2400F 2.0E
BOT CHORD 2x4 SP M 30
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-M oc
puriins.
BOTCHORD
Rigid ceiling directly applied or 10-M 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 =
133(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=S.Opsf; h=25ft;
Cat. II; Exp D; End., 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 nonconcument 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-M 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=lb) 2=260.
LOAD CASE(S)
Standard
Job
Truss
Truss Type OtY Ply
76914
J7W
Jack -Open 4 1
910257660
Job Reference ptional)
(o
A-1 Root 1 msses, tort tierce, FL :i4 , ceslgnLmalbuss.com Run: 8.210 s May 182018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Jun 26 14:02:34 2019.Page 1
ID:YWMIazYTmRGkHb8J,pTy?Kyn003-21T3Lga 30iFfzpbxwtFHWgkeaWrBbl4cmn5z2PF3
-0-6-8 7-M
� 7-0-0
4xe =
LOADING(psf)
SPACING-
2-0-0 i
CSI.
DEFL. in
(loc)
I/deb
Ltd
TCLL
30.0
Plate Grip DOL
1.25 iTC
0.52
Vert(LL) 0.20
4-6
>416
360
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/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP 2400F 2.0E
BOT CHORD 2x6 SP 240OF 2.0E
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins.
BOTCHORD
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-M (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 Gmv
3 =
228(LC 1)
2 =
428(LC 1)
4 =
158(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - Al 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; 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 nonconcument 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 girders) 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=1b) 3=188, 2=385. 4=201.
LOAD CASE(S)
Standard
f
PLATES GRIP
MT20 244/190
Weight: 28lb IFT=10%
Job
Truss
Truss Type
Oty
Ply
76914 \
VM02
Valley
1
1
A0257661
Job Reference o Donal
A4 Roof Trusses, Fort Pierce, FL 34946, design@altmss.com
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industnes, Inc. Wed Jun 2614:02:35 2019 Page 1
ID:YwMtazYTMRGkHbBJyTy7Kyn003-WVORYO_ch4BtKPEANIS9QSpoV84HFwRk_kMJJXz2PF2
2.4 O
LOADING(psf)
SPACING-
2-M
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 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.02
Vert(CT) We -
We
999
BCLL 0.0 '
.Rep Stress Incr
YES
WS 0.00
Horz(CT) -0.00 2
n1a
n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix-P
Weight: 5lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-0-0 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or 10-M oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installedduring truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
8011-11-9 (min. 0-1-8)
2 =
6611-11-9 (min. 0-1-8)
3 =
1511-11-9 (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 Exteror(2) zone; cantilever left and right
exposed ; end vertical left exposed;C-C for members
and forms &-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 at joint(s) 2 considers parallel to grain value
using ANSUTPI 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
JANUARY 17, 2017 TYPICAL HIP / KING JACK CONNECTION STDTL01 `'
.41
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
0
Attach King Jack w/ (3) 16d Toe
,Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
3ch Corner Jack's
(2) 16d Toe Nails
) TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
FEBRUARY 17, 2017 I ALTERNATE GABLE END BRACING DETAIL I STDTL03
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
I' - 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
24' O.C.
2X6 DIAGONAL BRACE SPACED 48'
D.C. ATTACHED TO VERTICAL WITH
(4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
V/ (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 ENO. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
V(5) - IOd COMMON WIRE NAILS.
ENO 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 WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF IOd (.131'
X 3') NAILS SPACED S' O.C.
- FOR WINO SPEEDS GREATER 120 MPH (ASCE 7-98, 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).
GABLE
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 /
I TRUSS
---I MURAL
TRUSS
AN ADEQUATE 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.
STANDARD PIGGYBACK TRUSS
JULY 17, 2017 1 M"" A„ STDTL04
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.
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.CJ A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
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.
JULY 17, 2017 1 TRUSSED VALLEY SET DETAIL - SHEATHED 1 STDTL05
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34M
772-W9-1010
VALLEY TRUSS
(TYPICAL)
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS 6' O.C.
GABLE END, COMMON
TRUSS, OR GIRDER
TRUSS
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS45 (1/4' X4.5') WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
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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.
BASETRUSSES
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 3112.MAXIMUM 6112
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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misa
41FDSTA6x'9.
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FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL I STDTL06
1 GENERAL SPECIFICATIONS:
�I 1. NAIL SIZE=3'X 0.131'=10d
�! 2. WOOD SCREW = 3' WS3 LISP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL
Ci •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 3490 TRUSS, OR GIRDER
772-409-1010 TRUSS
SECURE
W/0
VALLEY TRUSS y II I q ' II II BASE TRUSSES
(TYPICAL) II '
DETAIL A
(NO SHEATHING) N.T.S.
GABLE END, COMMON
TRUSS, OR GIRDER
P r12 VALLEY TRUSS TRUSS
(TYPICAL)
SEE DETAIL *A"
BELOW (TYP.)
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 3112 MAXIMUM 6/12
CATERGORY II BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1.60
ATTACH 2X4 CONTINUOUS p2
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.
JULY 17, 2017 I 1 """"" V �"L_L_ 1 %..I" 1 "" e "" STDTL07
(HIGH WIND VELOCITY)
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409.1010
ATTAI
WIND DESIGN PER ASCE 7-98, ASCE 7.
WIND DESIGN PER ASCE 7-10: 170 MP
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PS
MAX SPACING = 24' O.C. (BASE AND V/
SUPPORTING TRUSSES DIRECTLY UNL.n v L.0 nuaxa n,ua, ov
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 SPFS SPECIES LUMBER.
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
NON -BEVELED MAXIMUM 6/12 PITCH
BOTTOM CHORD iH I
NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6112 (MAXIMUM
12112 PITCH)
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FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL 1 STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD-
FORT PIERCE, FL 34946
772409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/10d NAILS, 6. O.C.
VERT
STUD
f-H�GIi(iP.� Ll
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
DIAGONAL BRACE 4' - D' D.C. MAX.
�\ SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRUSS DESIGN CRITERIA.
PROVIDE 2X4 BLOCKING BETWEEN
THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
WITH (2) - IOd NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - IOd NAILS
(4) Bd NAILS MINIMUM,
PLYWOOD SHEATHING TO
2X4 STO SPF BLOCK
* DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B
V
24' MAX.
NOTE:
1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
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
SYSTEM.
4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' D.C.
S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
AT 4' - O' D.C.
S. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2XG AND A 2X4 AS SHOWN
WITH l6d NAILS SPACED 6' D.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7 GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240
B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. OIAG. BRACE
S. 00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS
TRUSSES. IF NEEDED
10. 10d AND 16d NAILS ARE 0131'X3D' AND 0131'X35' COMMON WIRE NAILS
RESPECTIVELY.
11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSO.
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.
36-10
56-11
66-11
41-1-13
2X4SP#31STUD
16'O.C.
3-3-10
4.9-12
6-611
9.10-15
2X48P#3ISTUD
24'O.C.
2-86
3-11-3
54-12
B-1-2
2X4SP#2
12°O.C.
3.10-15
R-11
66-11
11.8-14
2X4SP#2
16'O.C.
36.11
49-12
66-11
10.8-0
2X4 SP #2
24° O.C.
1 3-14
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 6' O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER
90% OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
ROOF
SHEATHING
(2) - IOd
NAILS
TRUSSES @ 24' OZ.
2X6 DIAGONAL BRACE
SPACED 48' O.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
IOd NAILS.
HORIZONTAL BRACE
(SEE SECTION A -A)
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 1 CONNECTION OF BRACING IS BASED ON MNFRS.
FEBRUARY 17, 2017 T-BRACE / I -BRACE DETAIL STDTL09
WITH 2X BRACE ONLY
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 90% 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 PUES)
BRACE
SIZE FOR ONE -PLY
TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE
1
2
2X3 OR 2X4
2X4 T-BRACE
2X4 1-BRACE
2X6
2X6 T-BRACE
2X6 1-BRACE
2%B
2X6 T-BRACE
2XB 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 ]-BRACE
2X8
2X8 T-BRACE
2%B 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
FEBRUARY 17, 2017 I LATERAL BRACING RECOMMENDATIONS I STDTL10 ,
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XG '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
A -/ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34945 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
772AO9-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM ENO TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE METAL FRAMING -( ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO ATTACH 1 C NA WITH 1' - ]Dd C NSCABAIL WITH (3) - lOd
TO TOP CHORD 1 NA
(0.131' X 3') NAILS (0131' X 30. ATTACH TO VERTICAL
VEB WITH (3) - 10d
NAILS (0131' X 3')
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
ATTACH 2X4 VERTICAL
TO FACE.OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
(2) - IDd NAILS (0131'
X 3') IN EACH CHORD
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
(0.216' DIA1
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - lDd OUTSIDE FACE OF CHORD INTO
TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0131' X 3') EDGE OF STRONGSACK (00 NOT
USE DRYWALL TYPE SCREWS)
TRUSS 2X6 4' -
STRDNGBACK (TYPICAL
0' WALL
SPLICE) � (BY OTHERS)
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 (0131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
(BY OTHERS)
FEBRUARY17,2017 LATERAL TOE -NAIL DETAIL
STDTL11
NOTES:
C I. 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 ENO AS
SHOWN).
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
�'. BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
A-1 ROOF TRUSSES 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
4451 ST. LUCIE BLVD. SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
FORT PIERCE, FL 34946
772409-1010
TOE -NAIL SINGLE SHEAR VALUES
PER NOS R001 (LB/NAIL)
DIA
SP
OF
HF
SPF
SPF-S
.131
88.0
80.6
69.9
68.4
59.7
o.135
93.5
85.6
74.2
72.6
63.4
J
in
.162
108.8
99.6
86.4
84.5
73.8
ri
.128
74.2
67.9
58.9
57.6
50.3
c�
S
.131
75.9
69.5
60.3
59.0
51.1
N
.148
81.4
1 74.5
64.6
63.2
52.5
Mi
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - 16d NAILS (0162' OIA. X 35') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 115:
3 (NAILS) X 845 (LB/NAIL) X 1.15 COOL) = 2915 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.
SIOE VIEW
(2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
SIDE VIEW
(2X4) 3 NAILS
FVFNEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30" TO ED'
45.000
FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12
A•1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-009-1010
r
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
LO
.131
59
46
32
30
20
z
J
.135
60
48
33
30
20
Ln
(T)
.162
72
58
39
37
25
J
C D
.128
54
42
28
27
19
F=-
0Z
Z
JO
.131
55
43
29
28
19
W
.148
62
48
34
31
21
J
L0
J
04
Q
M
Z
.120
51
39
27
26
17
CD
Z
.128
49
3B
26
25
17
O
.131
51
39
27
26
17
O
.148
57
44
31
28
20
)M
NOTES:
1. TOE -NAILS SMALL 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 ENO 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 35') WITH SPF SPECIES TOP PLATE
FOR WINO DOL OF 133:
3 (NAILS) X 37 (LB/NAIL) X 133 COOL FOR WINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO
FOR WINO OOL OF 1.60.
3 (NAILS) X 37 (LB/NAIL) X 150 COOL FOR WINO) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS C177 LBSI BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
*** USE (3) TOE -NAILS ON 2X4 BEARING WALL
oee USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR S:
IE
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
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
1.0 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.
April 11, 2016
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
STDTLI4
4
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34M
772-409-1010
(4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
(SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
12
VARIES
(4) 12d
MAX 3011 (21-611)
2x6 #2 SP (Both Faces)
2411 O.C.
SIMPSON H5
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND
FAUARY 17, 2017 1 DAMAGED OR MISSING CHORD SPLICE PLATES STDTL15
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
n2Ao9-1010
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
1321)
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
48'
3657
5485
3346
5019
2B29
4243
2890
4347
• 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 END 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
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 ENO 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.
E. 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).
FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
T72-409-1010
TRUSS CRITERIA:
LOADING: 4D-10-0-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2XG
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
ENO BEARING CONDITION
NOTES:
1. ATTACH 2X--SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF ]Od COMMON WIRE NAILS (14B' OIA. 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.
2 X 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'
D.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