HomeMy WebLinkAboutTRUSS PAPPERWORKLumber design values are in accordance with ANSI/TPI 1-2014 section 6.3
= A-1 ROOF These truss designs rely on lumber values established by others.
JJ M TRUSSES
A FLORIDA CORPORATION
RE: Job 78236 A-1 Rolf Tes 19
4451 St V Blvd
Site Information: Fort Pier ctr6 4946
Customer Info: RENAR DEVELOPMENT CO. Project Name: MORNINGSIDE POAd
Lot/Block: 5 Model: BERKSHIRE 2177
Address: 9516 SILVER SANDS DRIVE Subdivision:
City: County: State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building. SCANNED
Name: Michael C. Anderson License #: FL AR#0017305 BY
Address: 3731 NE Pinapple Ave. St. LUCje County
City: Jensen Beach, FL 34957
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special Loading
Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-10 Wind Speed: 160
Roof Load: 37.0 psf Floor Load: 55.0 psf
This package includes 51 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,secron 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
A0289875
A01
9/25119
13
A0289887
A10G
9/25/19
25
A0289899
CJ5A
9/25/19
2
A0289876
A02
9/25/19
14
A0289888
B01GE
9/25/19
26
A0289900
CJ5B
9/25/19
3
A0289877
A02A
9/25/19
15
A0289889
B02
9/25/19
27
A0289901
FG01
9/25/19
4
A0289878
A03
9/25/19
16
A0289890
CA
9/25119
28
A0289902
FG02
9/25/19
5
A0289879
A03A
9/25/19
17
A0289891
CAA
9/25/19
29
A0289903
FL02
9/25119
6
A0289880
A04
9/25/19
18
A0289892
GAB
9/25119
30
A0289904
FL02GE
9/25/19
7
A0289881
A04A
9/25119
19
A0289893
CAP
9/25119
31
IA0289905
FL03
9125/19
8
A0289882
A05
9/25/19
20
A0289894
CJ3
9/25/19
32
A0289906
FL03GE
9/25/19
9
A0289883
A06
9/25/19
21
A0289895
CJ3A
9125/19
33
A0289907
FL05
9/25/19
10
A0289884
A07G
9/25/19
22
A0289896
CJ3B
9/25/19
34
A0289908
FL06
9/25/19
11
A0289885
A08
9/25119
23
A0289897
CJ3P
9125/19
35
A0289909
I FL06E
9/25/19
12
A0289886
A09
9125/19
24
A0289898
CJ5
9/25/19
36
A0289910
FL07
9/25/19
The truss drawings) referenced have been prepared byWhole House E gincerirg, Inc. under my directsupervision based on the parametersprovided byA-1 RootTrusses, Ltrl.
NOTE. -The seal on thesedrawings indicate acceptance of professional engineering
responsibility solely forthe truss components shown.
Thesu'nabilityand use of components for my particularbu0ding is the responsibility of the building
designer, perANSVfPI-1 Sec.2.
The Truss Design Drawing(s)(TDD[s]) referenced have been prepared based on the construction
documents (also referred to attimes as'Structurdl Engineering Documental provided bythe Building
Deslgnerindirating the nature and charecterof the work
The design criteriathemin have been transferred to the Truss Design Engineerby [A1 Roof Trusses or
specific location]. TheseTDDs (also referred to attires as 56ucturel Delegated
Engineering Documents') are specialtystructumi component designs and maybe part of the pm]ect s
deferred orphaned submittals. A%iTnrss Design Fngineer(Le, specialty
etrwiitteir engineering reguimmants. PlemG review;
_G
FG LlG - Levvr77aI—
The Building Designer Ls
notes.
\11;11 lil, l I I ll yly
Nci_: 62809
Truss Design Engineer's Licenserenewal dald "I I I i 111 1111
forthe state of Florida is Febmary2e21121 " SERIAL#
5f054982f 500e8feb 19a64ef
Page 1 of2rILE COPY 4451 St. Lucie Blvd.
Fort Pierce, FL 34946
A-1 ROOF
TRUSSES
AFLORMACORPORAMON
RE: Job 78236
No.
Seal #
Truss Name
Date
37—
A028991-1—
—FL07GE
9/25/19
38
A0289912
HJ5P
9/25/19
39
A0289913
HJ7
9/25/19
40
A0289914
HJ7B
9/25/19
41
A0289915
J5
9/25119
42
jA0289916
j J7
9/25/19
43
A0289917
J7B
9/25119
44
A0289918
L01G
9/25/19
45
A0289919
L02
9/25/19
46
A0289920
L03
9/25/19
47
A0289921
VO4
9/25/19
48
A0289922
V08
9/25/19
49
IA0289923
I V12
9125/19
50
IA0289924
I V16
9/25/19
51
A0289925
V19
9/25/19
52
STDL01
STD. DETAIL
9/25/19
53
STDL02
STD. DETAIL
9/25/19
54
STDL03
STD. DETAIL
9125/19
55
STDL04
STD. DETAIL
9125/19
56
STDL05
STD. DETAIL
9125/19
57
STDL06
STD. DETAIL
9/25/19
58
STDL07
STD. DETAIL
9/25/19
59
STDL08
STD. DETAIL
9/25/19
60
STDL09
STD. DETAIL
9125119
fit
STDL10
STD. DETAIL
9/25/19
62
STDL11
STD. DETAIL
9/25119
63
STDL12
STD. DETAIL
9/25/19
64
STDL13
STD. DETAIL
9/25/19
65
STDL14
STD. DETAIL
9/25/19
66
STDL15
STD. DETAIL
9/25/19
67
STDL16 I
STD. DETAIL
9/25/19
Lumber design values are in accordance with ANSI/TPI 1-2014 section 6.3`
These truss designs rely on lumber values established by others.
Page 2 of 2
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e
Job
Truss
Truss Type
Qty
Ply
78236
A01
Common
1
1
A0289875
Job Reference o tlonal
A-1 Rc-V47rrusses, Fort Pierce, FL 34946, design@aimJss.ccm Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:34:54 2019 Page 1
ID:lnl El4n4krFMR5vCX81ws4z20vo-Zpggrat01Zz193aAnCFyPAmBc9?ugwN3oEfgkoyasl?
-0 9-24 7--0 2A3 I 34--
9-24 6-142 VN 9 2
_
6.00 12 46 =
13 11 a
3z4 =
1.5x4 II 3x4 = 3x8 = 3.4 = 1.5x4 II 4z4 =
Dead Load Den. = 3/16 in
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.77
Vert(LL)
0.25
9-19
>999
360
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.90
Vert(CT)
-0.40
9-19
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.89
Horz(CT)
0.10
8
n1a
n/a
BCDL 7.0
Code FBC20177rP12014
Matdx-MS
Weight: 164 lb FT = 10
LUMBER -
TOP CHORD 2x4 SP N0.2 *Except*
T1,T4: 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 4-8-4 oc bracing.
WEBS
1 Row at midpt 7-11, 3-11
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1367/0-3-8 (min. 0-1-12)
8 =
1281/0-3-8 (min. 0-1-10)
Max Horz
2 =
71(LC 4)
Max Uplift
2 =
-963(LC 4)
8 =
-827(LC 5)
Max Grav
2 =
1487(LC 10)
8 =
1401(LC 9)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2525/1483, 3-4=-1741/1109,
-4-5=-1636/1136,5-6=-1636/1136,
6-7=174111109, 7-8=2530/1491
BOTCHORD
2-13=-117012151, 12-13=117012151,
• 11-12=-1170/2151, 10-11=-1179/2156,
9-1 0=-1 17912156, 8-9=-1179/2156
WEBS
5-11=-615/1004, 7-11 =-931 r715,
7-9=0/321, 3-11=-9261705, 3-13=0/320
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult-160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp S; Encl.. GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed ; end vertical left
exposed;, Lumber DOL=1.60 plate grip DOL=1.60
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
20.0psf 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.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=963. 8=827.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
pry
Ply
78236
A02
COMMON
A0289876
Job Reference o tional
..-. ...... ,.,..00„ , w ricmv, --I.. eemyuLwc Iuubs.wn, nun:8.2iu s May lC Zulo vnn1: a.ZIU s May la ZU18 MI ICK Indusmes, Inc. Wed Sep 2b 13:34:55 2019 Pagel
ID:Inl El4n4krFMR5vCX81ws4z2Ovo-10033we3t5AnC9NLvmeyNJM1YMtZN7D0uONGFya5l_
17-M
1 &2d 17-" 17255-13 34A-0
pg
1 9-2-4 1 7-9-13 04]- l3
6.00 Ff2 5x10 W0HS=
Dead Load DeB. = 3%i6 in
11
la 12 10
1.5x4 II 3x8 = 1.5x4 II
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
I/dell
Ltd
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.74
Vert(L-)
0.23 10-20
>999
360
MT20
2441190
TCDL 10.0
Lumber DOL
1.25
BC 0.85
Vert(CT)
-0.38 14-17
>999
240
MT20HS
1871143
BCLL 0.0 •
Rep Stress Incr
YES
WE 0.86
Horz(CT)
0.10 8
n/a
n/a
BCDL 7.0
Code FBC2017/TPI2014
Matrix -MS
Weight 166 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 or 2.2-0 oc
purins.
BOTCHORD
Rigid ceiling directly applied or4-11-1 oc bracing.
WEBS
1 Row at micipt 7-12, 3-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, In
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1367/0-3-8 (min. 0-1-12)
8 =
1367/0-3-8 (min. 0-1-12)
Max Horz
2 =
33(LC 4)
Max Uplift
2 =
-963(LC 4)
8 =
-963(LC 5)
Max Grav
2 =
1487(LC 10)
8 =
1487(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-2519/1474, 3-4=1745/1107,
4-5=-1638/1133, 5-0=1638/1133,
6-7=-1745/1107, 7-8=2519/1474
BOTCHORD
2-14=1113/2148, 13-14=111312148,
12-13=1113/2148, 11-12=1121/2152,
10-11=-1121/2152, 8-10=1121/2152
WEBS
5-12=-593/981, 7-12=-906/690,
7-10=0/320,3-12=-906/691, 3-14=0/320
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise
Indicated.
4) All plates are 3x4 MT20 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 3-8-0 tall by 2-M 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=963, 8=963.
LOAD CASE(S)
Standard
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00: 09?)R%6
Job
Tmss
Truss Type
Dry
Ply
78236
A02A
Common
1
1
A0289877
Job Reference o tional
A-1 RookTmsses, Fort Pierce, FL 34948, cleslgn(w_alvuss.com
Hun:8.21US May 182U18 Hnnn 8.21US May 182018M,l
ID:In1 E14n4krFMR5vCX81 ws4z2Ovo-VC
6.00 12
5x10 MT20HS=
5
Inc. Wee eeo 2813:34:08
13 " 11 9
3.4 =
1.5x4 II 3x4 = 3x8 = 3x4 = 1.5x4 II 4x4 =
LOADING(pst)
SPACING-
2-M
CSI.
DEFL.
in
(too)
Well
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.75
Vert(LL)
0.25
9-19
>999
360
TCDL 10.0
Lumber DOL
1.25
BC 0.90
Vert(CT)
-0.40
9-19
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.87
Hoa(CT)
0.10
8
n/a
n/a
BCDL 7.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP N0.2 `Except'
T1,T4: 2x4 SP M 30
BOT CHORD 2x4 SP No.2
WEBS 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 4-8-3 oc bracing.
WEBS
1 Row at midpt 7-11, 3-11
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
136810-3-8 (min.0-1-12)
8 =
128110-3-8 (min.0-1-10)
Max Horz
2 =
72(LC 4)
Max Uplift
2 =
-965(LC 4)
8 =
-827(LC 5)
Max Grant
2 =
1488(LC 10)
8 =
1401(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
-TOPCHORD
2.3=-2523/1481, 3-4=-1749/1114,
4-5=-164211139,5-6=-1643/1140,
6-7=-174911115,7-8=-2528/1490
• BOT CHORD
2-13=116812148, 12-13=116812148,
11-12=-1168/2148, 10-11=-1177/2154,
9-1 0=1 177/2154, 8-9=-1177/2154
WEBS
5-11=-601/985, 7-11=914/7(32, 7-9=0/322,
3-11=9071691, 3-13=01320
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
CaL II; Exle B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed; end vertical left
exposed; 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 nonconcumenl 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 Ile uplift at
joint(s) except (jt=1b) 2=965, 8=827.
LOAD CASE(S)
Standard
Dead Load Deb. = 3116In
8'?
Iv
PLATES GRIP
MT20 2441190
MT20HS 187/143
Weight:164lb FT=10%
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Job
Truss
Truss Type
Od
Ply
78236
A03
I
., A0289878
Job Reference (optional)
.•..---•..----- ... ,....,o„�,,.,,�.,, .,==,y„tea,.,,....,.,,,, nuu.e.<ma nmy,o<u,ormn:o.<ius,xaym<u io MI i es nlausmes, mc. wea oep<a -i 4:4:ao zuie
6.00 F112 4x6 =
4x6 = Dead Load DO. =1/8 in
5 A
aza
44 C
3x4 !
3x4 1
3
8
w
d
' N'2
2
l
2
8jp1�
ym'17
d
16 75 14 13 12 11
3.4 = 1.5x4 II 4.6 = 3x4 = 1.5x4 II 3x4 =
3x4 = 46 =
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
I/dell
Lid
PLATES GRIP '
TCLL 20.0
Plate Grip DOL
1.25
TC 0.84
Vert(LL)
-0.45 14-16
>932
360
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.88
Vert(CT)
-0.5814-16
>716
240
BCLL 0.0
Rep Stress Incr
YES
WS 0.29
Horz(CT)
0.11 9
n/a
n/a
BCDL 7.0
Code FBC2017/rP12014
Matrix -MS
Weight: 170lb 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
pudins.
BOTCHORD
Rigid ceiling directly applied or 5-1-7 oc bracing.
WEBS
1 Row at midpt 3-14, 8-13
MTek recommends that Stabilizers and required
cross bracing be Installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1367/0-M (min. 0-1-13)
9 =
136710-3-8 (min.0-1-13)
Max Horz
2 =
33(LC 4)
Max Uplift
2 =
-952(LC 4)
9 =
-952(LC 5)
Max Grav
2 =
1544(LC 10)
9 =
1544(LC 9)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-2729/1500, 3-4=-2039/1172,
4-5=-1947/1187, 5-6=1776/1156,
6-7=-1947/1187, 7-8=2039/1172,
8-9=-2729/1500
BOTCHORD
2-16=115712352, 15-16=115712352,
14-15=1157/2352, 13-14=-631/1656,
12-13=116912358, 11-12=116912358,
9-11=-1169/2358
WEBS
3-16=0/283, 3-14=805/615,
5-14=234/519, 6-13=234/519,
8-13=805/614, 8-11=01283
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf,BCDL=4.2psh h=23ft;
Cat. II; Exp B; Encl.. GCpi=0.18; C-C Exterior(2);
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) This truss has been designed for a 10.0 psf bottom
chord live load nonconcumenl 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 =
7.Opsf.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100lb uplift at
joint(s) except at -lb) 2=952, 9=952.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
Oty
Ply78236
A03A
HIP CAT
A0289879
Job Reference (optional)
A-1 RooATrusses, Fort Pierce, FL 34946, design@altmss.cem
Run: 8.210 s May 182018 Print: 8.210 s May 182018 MlTek Industries, Inc. Wed Sep 25
6.00 Ff2 4.6 =
4X6 =
15 " 13 12 10
3x4 =
1.5X4 It 46 = 3.4 = 1.5x4 11 3x4 =
3x4 = 4x6 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.85
Vert(LL)
-0.45 13-15
>931
360
TCD4
10.0
Lumber DOL
1.26
BC 0.89
Vert(CT)
-0.58 13-15
>716
240
SCLL
0.0 '
Rep Stress Incr
YES
WB 0.30
Horz(CT)
0.11 9
We
n/a
BCDL
7.0
Code FBC2017/TPI2014
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 2-2-0 oc
purins.
BOTCHORD
Rigid ceiling directly applied or 4-10-15 oc bracing.
WEBS
1 Row at midpt 3-13, 8-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
136810-3-8 (min. 0-1-13)
9 =
128110-3-8 (min.0-1-12)
Max Horz
2 =
72(LC 4)
Max Uplift
2 =
-954(LC 4)
9 =
-816(LC 5)
Max Gmv
2 =
1545(LC 10)
9 =
1458(LC 9)
FORCES. (lb)
Max. CompJMax. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
m 2-3=-2733/1507, 3-4=-2043/1180,
4-5=-1952/1195,5-6=-1779/1163,
6-7=1951/1196,7-8=-2044/1171,
8-9=-2740/1519
'BOTCHORD
2-15=-1215Y2354, 14-15=1215/2354,
13-14=1215/2354, 12-13=677/1653,
11-12=1227/2361, 10-11=1227/2361,
9-10=-1227/2361
WEBS
3-15=01283, 3-13=-804/613,
5-13=-237/520, 6-12=239/522,
8-12=-813/628, 8-10=01286
a, -1f*E
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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 Wss 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 24)-0 wide will fit between the
bottom chord and any other members, with BCDL =
7.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=954, 9=816.
LOAD CASE(S)
Standard
Dead Load Deb. =1/8 In
PLATES GRIP
MT20 244/190
Weight: 167 lb FT = 10%
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Job
Truss
Type
Otyply78236
A04
TH�]PCAT
1
1
A0289880
Jab Reference o tional
T. 2
gI111:1-
3x4 i4
3
14
3z4 = 1.5x4 II
uaa.w,n nun:a.nos May lo[ularnnra.<lus Mayiuzulb MlleH
ID:In 1 E14n4krFMR5vCX81ws4z20vo-Rb:
13-0-0 17-4-0 21-e-0 28-1-2
6-5-2 I 4-0-0 I 4h-0 6-5-2
=
6.00 12 Us 4z6 =
5 r 6
13 21 12
5x6 = 5.8 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL,
in (loc)
I/defi
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.79
Vert(LL)
-0.20 12-13
>999
360
TCDL 10.0
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0.38 12-13
>999
240
BCLL 0.0 •
Rep Stress lncr
YES
WB 0.65
Horz(CT)
0.11 9
n/a
n/a
BCDL 7.0
Code FBC2017/TPI2014
Matrix -MS
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
purins.
BOTCHORD
Rigid ceiling directly applied or 5-2-12 oc bracing.
WEBS
1 Row at midpt 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 =
136710-3-8 (min. D-1-13)
9 =
1367/0-3-8 (min. 0-1-13)
Max Horz
2 =
33(LC 4)
Max Uplift
2 =
-943(LC 4)
9 =
-943(LC 5)
Max Grev
2 =
1534(LC 10)
9 =
1518(LC 9)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-3=-2753/1513, 3-4=2205/1230,
4-5=-2131/1252, 5-6=1895/1207,
6-7=-2092/1252, 7-8=2166/1230,
8-9=-2721/1513
BOTCHORD
2-14=1184/2385, 13-14=-1184/2385,
13-21=745/1827, 12-21=-745/1827,
11-12=-119912362, 9-11 =-I 199/2362
WEBS
3-13=635/510, 5-13=-165/502,
6-12=164/457,8-12=-641/510
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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 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 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
7.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=943, 9=943.
LOAD CASE(S)i
Standard
Inc. vvea Sep za lJ:J4:vu zuiu
Dead Load Deb. = 3/16 in
3z4 C
7
8
6
10Ig
11
1.5x4 II 3x4 —
PLATES GRIP
MT20 2441190
Weight:1761b FT=10%
Job
Truss
Truss Type Oty
Ply
78236
A04A
HIP CAT 1
1
A0289881
\
Job Reference (optional)
A-1 RcoATrusses, Fort Pierce, FL 34946, design@aiuuss.com
6.00 12
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek
4x8 =
46 =
Ina Wed Sep 25 13:34:59 2019
Dead Load Dell. = 3116 In
3x4 =
1.5x4 11 5.6 = 5x6 = 1.6A II 3x4 =
LOADING(psf)
SPACING-
2-"
CSI.
DEFL.
in (loc)
I/deft
Ltd
TCLL
20.0
Plate Grip DOL
1.25
TC 0.79
Vert(LL)
-0.20 11-12
>999
360
TCDL
10.0
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0.38 11-12
>999
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.66
Horz(CT)
0.11 9
n/a
n/a
BCDL
7.0
Code FBC2017/fP12014
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 -
TOP CHORD
Structural woad sheathing directly applied or 2-2-0 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 5-0-5 oc bracing.
WEBS
1 Row at midpt 5-11
MiTek recommends that Stabilizers and required
cross bracing be Installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 =
1368/0-3-8 (min. 0-1-13)
9 =
128110-3-8 (min.0-1-11)
Max Horz
2 =
72(LC 4)
Max Uplift
2 =
-944(LC 4)
9 =
-807(LC 5)
Max Grav
2 =
1535(LC 10)
9 =
1432(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2757/1520, 3-4=2209/1237,
4-5=-2135/1260, 5-6=1900/1215,
6-7=-2097/1262, 7-8=2171/1240,
8-9=-2734/1535
BOTCHORD
2-13=1244/2388, 12-13=1244/2388,
12-20=-792/1824, 11-20=792/1824,
10-11=-1260/2368, 9-10=1260/2368
WEBS
3-12=634/509, 5-12=166/503,
6-11=169/460, 8-11=651/525
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psF h=23ft;
Cat. 11; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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 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
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members, with BCDL =
7.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=944, 9=807.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
2441190
2
I�
Weight:1741b FT=10%
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Job
Truss
Type
Oty
Ply
78236 tA05
THm]PCAT
1
1
AO289882
Job Reference (optional)
A-1 Roof Trusses, Foil Plerce, FL 34946, design@attruss.con
4x8 =
Run: 8.210 s May 182018 Print: 8.210 s May 18 2018 MITek Industries, Inc. Wed Sep 2513:35:CO 2019 Page 1
ID:lnl ENn4krFMR5vCX81ws4z20vo-OzBx6dymuPjTt_1 K7TMMfROEHZ1kEm0yAA68wSya50v
1.5x4 11
4x8 =
Dead Load Defl. = 1/4 in
l3 ll e
3x8 = 3x4 = 3x4 = 3x8 = 314 = 3x4 = 3.8 =
11-0-0 I 17-0-0 H 23-&0 34-M
119 64-0 6-0-0 11-0-0
Plate Offsets (X Yt—
[2:0-8-0,0-0-6114:0-5-4 0-2-0]
[6:0-5-4 0-2-Ot
[&0-8-0 0-0-6t
LOADING(psf)
SPACING- 2-M
CSI.
DEFL.
in
(too)
I/deb
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.63
Vert(LL)
-0.33
9-16
>999
360
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC
1.00
Vert(CT)
-0.62
9-16
>674
240
BCLL 0.0
Rep Stress Incr YES
WB
0.37
Hoa(CT)
0.11
8
n/a
n/a
BCDL 7.0
Code FBC2017/TP12014
Matrix -MS
Weight: 1741b FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-3-8 oc
purins.
BOT CHORD
Rigid ceiling directly applied or2-2-0 oc bracing.
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
1281/0-3-8 (min.0-1-10)
2 =
13681"-8 (min. 0-1-12)
Max Horz
2 =
72(LC 4)
Max Uplift
8 =
-798(LC 5)
2 =
-935(LC 4)
Max Grav
8 =
1378(LC 9)
2 =
1466(LC 10)
FORCES. (to)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2598/1552,3-4=-2200/1301,
4-5=-2218/1425, 5-6=-2218/1425,
6-7=-2203/1307, 7-8=2607/1566
BOT CHORD
2-13=-1286/2278, 12-13=883/1842,
11-12=-883/1842, 10-11=887/1845,
9-10=88711845, 8-9=1301/2287
WEBS
3-13=498/454, 4-13=129/434,
4-11=-251/477,5-11=-451/360,
6-11=-241/473, 6-9=137/437,
7-9=-506/467
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl.. GCpi=0.18; C-C Exterior(2);
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.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0411 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 100lb uplift at
joint(s) except (t=lb) 8=798, 2=935.
LOAD CASE(S)
Standard
ome
Job
Truss
Truss Type Qty
Ply
78236 '
AO6
HIP CAT 1
AO289883
Jab Reference o tional
A-1 RoopTrusses, Fort Pierce, FL 34946, design@altross.cem Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Indushies, Inc. Wed Sep 25 13:35:01 2019 Page 1
ID:Int EI4n4krFMR5vCX81ws4z20vo-sAIKJ=PfjrlMCWhAtbBeZPm Qsz7T5PgrhSuya50u
-t-0-0 fi-3d 17-25-M I 2 8-0
8-0b3-0103 -0 d
4x8 =
6.6 =
4x8 =
6
Dead Load Deft. = 3116 in
3x4 = 3x4 = 3x4 = 3x8 = 314 = 3x4 = 3x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.58
Vert(LL)
0.19
11
>999
360
MT20 2441190
TCDL 10.0
Lumber DOL
1.25
BC 0.81
Verl(CT)
-0.34
9-16
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.74
Horz(CT)
0.11
8
n/a
n/a
BCDL 7.0
Code FBC20171-FP12014
Matrix -MS
Weight: 166Ib FT = 10
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 -
TOP CHORD
Structural wood sheathing directly applied or2-11-10 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 5-0-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
8 =
128110-3-8 (min. 0-1-10)
2 =
136810-3-8 (min. 0-1-12)
Max Horz
2 =
72(LC 4)
Max Uplift
8 =
-788(LC 5)
2 =
-926(LC 4)
Max Gmv
8 =
1371(LC 9)
2 =
1459(LC 10)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
23=-2554/1476, 3-4=2340/1396,
-4-5=-2729/1676, 5-6=-2729/1676,
6-7=-2347/1406, 7-8=2557/1490
BOT CHORD
2-13=1203/2215, 12-13=995/2002,
-11-12=995/2002, 10-11=-1002/2007,
9-10=1002/2007, 8-9=-1218/2225
WEBS
3-13=326/310,4-13=-167/406,
4-11=-048/810,5-11=-612/498,
6-11=435/806, 6-9=179/410,
7-9=-333/321
2P1f4--i
1) Unbalanced roof live loads have. been considered
for this design.
2) Wind: ASCE 7-10; VuIr160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. 11; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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.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=1b) 8=788, 2=926.
LOAD CASE(S)
Standard
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Job
ss
Truss Type
Qty
Ply
78236
P713
HIP GIRDER
1
A0289884
Job Reference o tional
r, Ruu, T ruse,,, Fur Pienx, FL 54946, 0esigrr&u iuuss.mm Kan: e.ziu s May iu 2uiu -nm: b.21u a May i3 2u16 MI I ek Industries, Inc. Wed Sep 25 13:35:03 2019 Pagel
ID:lnl E14n4krFMR5vCX81ws4z20vo Yt4kf__fAK521Rmvpbv3G3ef7n3uR1XOs8KoXnya50s
-1-0-0 2: it
7-0-0 13-11-4 20-8-12 27�-0 29-6-11 348-0
1-4-0 5-1-5 1-10-11 6-11-0 6-9-8 6-1t-4 1-10-11 5-1-5
Dead Load Der. = 318 in
7x10 MT20HS=
3X6 II
7x10 MT20H5=
6x6=1
15 10 MT20 S=
6.00 12
1.5x4 O
5
6
7
1.5x4
3
9
0
2
10
01
Io
14 31
32
33 73 34
3536
37 12 38
39
40
11
4x8 =
3.4 =
7x10 MT20HS=
7x10 MT20HS=
3x4 =
418 =
7-0-0
13-11-4
20-8-12
27$0
34-8-0
7-0-0
6-114
6-9-8
I
6-11-4
7-0 0
Plate Offsets (X Y)- 12:0-0-0 0-0-41 14:0-3-4 0-3-121 I7:044
0-1-81
18:03-4 0-3-121
(10:0-0-0 0-0-41 112:0-0-12 Edoel
LOADING(psf)
SPACING- 2-M
CSI.
DEFL,
in (loc)
I/deft
L/d
PLATES
GRIP
TCLL
20.0
Plate Grip DOL 1.25
TC
0.98
Vert(L-)
0.6712-13
>619
360
MT20
2441190
TCDL
10.0
Lumber DOL 1.25
BC
0.90
Vert(CT)
-0.83 12-13
>500
240
MT20HS
187/143
BCLL
0.0
Rep Stress Incr NO
WB
0.64
Horz(CT)
0.23 10
n/a
n/a
BCDL
7.0
Code FBC2017rrP12014
Matdx-MS
Weight:185lb
FT=10%
LUMBER -
TOP CHORD 2x4 SP N0.2 `Except`
T2,T3: 2x6 SP 2400F 2.0E
BOTCHORD 2x4 SP M 30'Except*
132: 2x4 SP 2400F 2.0E
WEBS 2x4 SP No.3 `Except*
W3: 2x4 SP No2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 1-10-7 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 3-7-5 oc bracing.
WEBS
1 Row at midpt 4-13, 8-12
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
10 =
2655/0-3-8 (min. 0-3-6)
2 =
2742/0-3-8 (min. 0-3-7)
Max Horz
2 =
72(LC 4)
Max Uplift
10 =
-1883(LC 5)
2 =
-2020(LC 4)
Max Grav
10 =
2835(LC 19)
2 =
2923(LC 20)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-5843/3903, 3-4=-5713/3877,
4-21=-7747/5334, 21-22=7749/5335,
22-23=7750/5336, 5-23=7752/5337,
5-24=7804/5381, 24-25=7804/5381,
25-26=7804/5381, 6-26=7804/5381,
6-27=-7804/5381, 7-27=-7804/5381,
7-28=-7766/5346, 28-29=7763/5345,
29-30=7762/5344, 8-30=7760/5343,
8-9=-5721/3892, 9-10=-5854/3923
BOTCHORD
2-14=3384/5147, 14-31=-3298/5089,
BOTCHORD
2-14=3384/5147, 14-31=3298/5089,
31-32=3298/5089, 32-33=-3298/5089,
13-33=3298/5089, 13-34=-515017732,
34-35=-5150/7732, 35-36=5150/7732,
36-37=-5150r7732, 12-37=-515017732,
12-38=3309/5094, 38-39=-330915094,
39-40=-3309/5094, 11-40=3309I5094,
10-11=3404/5159
WEBS
4-14=278/546, 4-13=-2049/2935,
5-13=1020/943, 7-12=-1028/945,
8-12=-2041/2941, 8-11=-296/656,
3-14=318/362, 9-11=326/374
NOTES-
Q Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=42psf; BCDL=4.2pst; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; CC Exterior(2);
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 100lb uplift at
joint(s), except at --lb) 1 0=1 883,2=2020.
8) Hanger(s)'or other connection device(s) shall be
provided sufficient to support concentrated load(s) 386
lb down and 410 Ib up at 7-0-0, 193 lb down and 218
lb up at 9-0-12, 193 lb down and 218 lb up at 11-0-12
, 193 lb down and 218 lb up at 13-0-12, 193 lb down
and 218 lb up at 15-0-12, 193 lb down and 218 Ib up
at 17-0-12, 193 lb down and 218 lb up at 17-7-4, 193
lb down and 218 lb up at 19-7-4, 193 lb down and 218
lb up at 21-7-4, 193 lb down and 218 lb up at 23-7-4,
and 193 lb down and 218 lb up at 25-7-4, and 386 lb
down and 410 lb up at 27-8-0 on top chord, and 376
lb down and 211 lb up at 7-M, 77 lb down and 21 lb
up at 9-0-12, 77 lb down and 21 lb up at 11-0-12, 77
lb down and 21 lb up at 13-0-12, 77 lb down and 21 Ib
up at 15-0-12, 77 Ib down and 21 lb up at 17-0-12, 77
lb down and 21 lb up at 17-7-4, 77 lb down and 21 lb
up at 19-7-4, 77 lb down and 21 lb up at 21-7-4, 77 lb
down and 21 lb up at 23-7-4, and 77 lb down and 21
lb up at 25-7-4, and 376 lb down and 211 lb up at
27-7-4 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 (8).
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=125
, Plate Increase=125
Uniform Loads (plf)
Vert: 1-4=-60, 4-8=60, 8-10=60, 15-18=-14 -
Concentrated Loads (Ib)
Vert 4=192(F) 8=192(F) 14=-311(F) 11=-311(F)
21=l 18(F) 22=118(F) 23=-118(F) 24=-118(F)
31
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b
Truss
Type Oty
Ply
[7236:7'
�A08
THIPCAT
1
A0289885
Joh Reference o donal
A-1 RoojTtusses, Fort Pierce, FL 34946, design@aluuss.com
5x8 =
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MITek
3.4 II 4x10 =
Inc. Wed Seo 25 13:35:042019
Dead Load Deft. = 7116 in
211 10
3.00 12 4x10 = 4x4 =
3x8 = 7.5x4 II
19-1-1
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.80
Vert(LL)
-0.40 13-14
>999
360
TCDL
10.0
Lumber DOL
1.25
BC 0.99
Vert(CT)
-0.80 13-14
>518
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.98
Horz(CT)
0.43 8
n/a
n/a
BCDL
7.0
Code FBC2017/TP12014
Matdx-MS
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
T2: 2x4 SP 240OF 2.0E
BOT CHORD 2x4 SP No.2 *Except*
B1: 2x4 SP M 30, B4: 2x4 SP No-3
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-2-0 oc
purlins.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
10-0-0 oc bracing: 11-13
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1370/0-3-8 (min.0-1-10)
8 =
137110-3-8 (min.0-1-12)
Max Horz
2 =
33(LC 4)
Max UPIA
2 =
-931(LC 4)
8 =
-931(LC 5)
Max Grav
2 =
1468(LC 10)
8 =
1469(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
•TOPCHORD
2-3=-4745/2658, 3-4=-4100/2165,
4-5=-4253/2364, 5-6=-4170/2317,,.
6-7=-2202/1286, 7-8=-260711542
• BOT CHORD
2-14=2285/4309, 13-14=1635/3598,
8-10=1237/2294, 5-13=-456/368
WEBS
3-14=-621/610, 4-14=-510/1205,
4-13=352(797, 10-13=-920/2113,
6-13=1315/2692, 6-10=-763/365,
7-10=-509/462
11Qi=&-E
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10;.Vult-160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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.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) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
7) Provide mechanical connection (by others) of truss
to hearing plate capable of withstanding 100 lb uplift at
joints) except (jt=1b) 2=931, 8=931.
LOAD CASE(S)
Standard
PLATES
MT20
GRIP
2441190
Weight:175lb FT=10%
Job
Truss
Truss Type
Qty
Ply
78236
A09
HIP CAT
1
1
A0289886
Job Reference o clonal
..-, i.w, „ova a, un rm, w, r� or , seuVo uum.wlu
-1d0 5.3-3 941-0 1
5-3J 3513 ,
416 =
4
6.00112
1.5x4 =
3
16
2 5x10 MT20HS=
�1
3x8 = 3.00 12
muri.o.zivJ MEy Iozulorn
ID:In1E14m
18-7-0 7&tf1
4<-11
3x4 = 4x4 = 1.5x4 11
5 6 7
15
6i10
1413
7.5x4 11
131-1
taxulo MlleKlnuusmes,lnc. vvea Jepzo1J:JD:u4zula
Dead Lad Deft. = 5/8 in
4x10=
8
1.5x44
9
0
jI v
10 gr
71 I`711
12
6x8 = 4x4 =
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defi
L/d
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL)
0.53 14 >792
360
TCDL 10.0
Lumber DOL 1.25
BC 0.86
Vert(CT)
-1.13 15-16 >367
240
BCLL 0.0
Rep Stress Incr YES
WE 0.79
Horz(CT)
0.48 10 n/a
n/a
BCDL 7.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x4SP No.2 `Except*
T3: 2x4 SP M 30
WEBS
BOT CHORD 2x4 SP M 30 `Except'
3-16=406/444, 4-16=775/1622,
B3: 2x4 SP No.2, B4: 2x4 SP No.3
5-16=10691652, 5-15=-22/324,
WEBS 2x4 SP No.3 `Except`
12-15=948/2043, 8-15=-1575/3099,
W4: 2x4 SP No.2
8-12=393/225, 9-12=-378/352
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-4-5 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 4-7-14 oc bracing.
Except:
10-0-0 oc bracing: 13-15
WEBS
1 Row at midpt 8-15
MITek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
2 =
1370/0-3-8 (min.
0-1-10)
10 =
1371/0-3-8 (min.
0-1-12)
Max Hom
2 =
33(LC
4)
Max Uplift
2 =
-922(LC
4)
10 =
-921(LC
5)
Max Grav
2 =
1461(LC
10)
10 =
1462(LC
9)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-3=4774/2633, 3-4=-0332/2288,
45=-3937/2142, 55=-5049/2754,
6-7=5049/2754, 7-8=-4986/2753,
8-9=2350/1349, 9-10=-265711545
BOTCHORD
2-16=-2272/4332, 15-16=-2403/4775,
10-12=1257/2343, 7-15=-376/308
WEBS
3-16=-406/444, 4-16=-775/1622,
NOTES-
1) Unbalanced roof live loads have been considered
for this design.
2) Wind: ASCE 7-10; Vult-160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=2311;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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 vdth 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) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 1001b uplift at
joint(s) except Qhlb) 2=922, 10=921.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
MT20HS 1871143
Weighl:176lb FT=10%
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Job
Truss
Truss Type
OtY
Ply
78236
A10G
HIP GIRDER
1
2
A0289887
Job Reference o f onal
A-1 Rood Trusses, Fort Pierce, FL 34946, design@attruss.com
5x10 MT20HS=
3x10 � 3.00 12
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 2513:35:06 2019
13 " 37 38 .. 39 40 -
3x4 II 7x8 = 1.5x4 II
11,351
Dead Load Der. = 5/8 in
3.4 =
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES
GRIP
TCLL 20.0 '
Plate Grip DOL
1.25
TC 0.93
Vert(L-)
1.11 14-15
>373
360
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.94
Vert(CT)
-1.35 14-15
>309
240
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.87
Horz(CT)
0.54 8
n/a
n/a
BCDL 7.0
Code FBC2017/TP12014
Matrix -MS
Weight: 336 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP M 30
BOTCHORD 2x4 SP No.2 *Except*
Bt: 2x4 SP M 30, B2:2x4 SP 2400F 2.0E
WEBS 2x4 SP No.3 *Except*
W4,W3: 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-11-6 oc
purins.
BOTCHORD
Rigid ceiling directly applied or 5-9-3 oc bracing. Except:
10-0-0 oc bracing: 12-14
REACTIONS. (lb/size)
2 =
2753/0-3-8 (min. 0-1-10)
8 =
274710-3-8 (min. 0-1-12)
Max Horz
2 =
33(LC 15)
Max Uplift
2 =
-2025(LC 4)
8 =
-2021(LC 5)
Max Grav
2 =
2920(LC 20)
8 =
2925(LC 19)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1067917030, 3-23=-9722/6503,
23-24=9722/6503, 4-24=-9722/6503,
-4-25=-14791/9996, 25-26=-14791/9996,
26-27=-14791/9996, 5-27=-14791/9996,
5-28=-14381/9717, 28-29=14381/9717,
6-29=-14381/9717, 630=-6895/4739,
.30-31=-6895/4739, 731=-6895/4739,
7-8=-5754/3833
BOTCHORD
2-16=-6269/9714,16-32=-9268/14070,
32-33=-9268/14070, 15-33=-9268/14070,
15-34=-9271/14105, 34-35=-9271/14105,
35-36=-9271/14105, 14-36=-9271/14105,
12-37=-293/431, 3738=-2931431,
11-38=-2931431,11-39=-325615072,
39-40=-3256/5072,10-40=-3256/5072,
8-10=3248/5050, 5-14=-611/599
Continued on page 2
BOTCHORD
2-16=-6269/9714, 16-32=9268/14070,
32-33=-9268/14070, 15-33=9268/14070,
15-34=9271/14105, 34-35=9271/14105,
35-36=9271/14105, 14-36=9271/14105,
12-37=293/431, 37-38=-293/431,
11-38=2931431, 11-39=3256/5072,
39-40=-3256/5072, 10-40=3256/5072,
8-10=-3248/5050, 5-14=-611/599
WEBS
3-16=2633/4208, 4-16=-4611/3178,
4-15=-24/526, 4-14=479/662,
11-14=4645R116, 6-14=-5408/8139,
6-11=4090/2845, 7-11=-1572/2278,
7-10=189/544
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0
oc.
Bottom chords connected as follows: 2x4 - 1 row at
0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise indicated:
3) Unbalanced roof live loads have been considered
for this design.
4) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL-1.60
5) Provide adequate drainage to prevent water
pending.
6) All plates are MT20 plates unless otherwise
indicated.
7) This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrenl with any other live
loads.
8) `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.
9) Bearing at joint(s) 2 considers parallel to grain value
using ANSIfTPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
10) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=1b) 2=2025, 8=2021.
11) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 364
lb down and 380 lb up at 7-0-0, 192 lb down and 215
lb up at 9-0-12, 192 lb down and 215 lb up at 11-0-12
, 192 lb down and 215 lb up at 13-0-12, 192 Ib down
and 215 lb up at 15-0-12, 192 lb down and 215 lb up
at 17-0-12, 192 lb down and 215 lb up at 17-7-4, 193
Ib down and 218 lb up at 19-7-4, 193 lb down and 218
Ib up at 21-7-4, 193 lb down and 218 lb up at 23-7-4,
and 193 lb down and 218 lb up at 25-7-4, and 3861b
down and 410 lb up at 27-8-0 on top chord, and 396
Ile down and 238 lb up at 7-1-5, 76 lb down and 26 lb
up at 9-0-12, 76 lb down and 26 lb up at 11-0-12, 76
lb down and 26 lb up at 13-0-12, 76 Ib down and 26 lb
up at 15-0-12, 76 Ib down and 26 lb up at 17-0-12, 76
lb down and 26 lb up at 17-7-4, 77 lb down and 21 Ile
up at 19-7-4, 77 lb down and 21 Ib up at 21-7-4, 77 lb
down and 21 lb up at 23-7-4, and 77 lb down and 21
Ib up at 25-7-4, and 376 lb down and 211 lb up at
27-74 on bottom chord. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-7=-60, 7-9=60, 16-17=-14,
14-16=-14, 12-13=-14, 12-20=14
Concentrated Loads (lb)
Job
Truss
Truss Type
Dry
Ply
78236
A10G
HIP GIRDER
1
2
' A0289887
Job Reference (op8onal)
A-t RooT IMesas, fort Fierce, FL 34946, deslgngattmss.com Run: 8.210 s May 182018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 2513:35:0&2019 Page 2
ID:In1E14n4krFMR5vCX81ws4z20vo-C7YDNgOXTFTccvUUUjTmu!GB?_5_dLggY6ZS86ya50p
LOAD CASE(S)
Standard
Concentrated Loads (Ib)
Vert: 3=-163(B)7=-192(B) 16=-351(B)4=-116(B)
15=58(B)10=-311(B) 23=-116(B) 24=116(B)
30=118(B) 31=1
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Job
Truss
Truss Type
Qty
Ply
A0289888
78236
B01 GE
Common Supported Gable
2
1
Job Reference o tional
A-1 Roe#Trusses, Fort Pierce, FL 34946. design@altiuss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 Mrfek Industries, Inc. Wed Sep 2513:35:07 2019 Page 1
ID:In1E14n4krFMR5vCX81ws4z2Ovo-hK6ba019EZbTD23g2R_?RvoWOfaM?v_nml0gYya50o
-1-4-0 3-6-07-0-0 8-4-0
1.4-0 3-6-0 3-6-o 1-40
i
4x4 =
1.5x4 II L5x4 II
7-0-0
1.6x4 11 -"
Io
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.18
Vert(LL)
-0.01
7
n/r
120
MT20 2441190
TCDL 10.0
Lumber DOL
1.25
BC 0.02
Vert(CT)
-0.01
7
n/r
120
BCLL 0.0 "
Rep Stress Incr
YES
WB 0.04
Horz(CT)
0.00
6
n/a
n/a
BCDL 7.0
Code FBC2017/TP12014
Matrix-P
Wind(LL)
0.01
7
n/r
90
Weight: 31 lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins.
BOT CHORD
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 uide.
REACTIONS. All bearings 7-0-0.
(Ib) - Max Horz
2= 28(LC 6)
Max Uplift
All uplift 100lb or less at joint(s)
9 except 2=-256(LC 4). 6=-260(LC 5),
10=-121(LC 5), 8=-122(LC 4)
Max Grav
All reactions 250 lb or less at joint(s)
2, 6, 9, 10, 8
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vutt=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. 11; Exp B; Encl., GCpi=0.18; C-C Extenor(2);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
• 3) 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.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 pal bottom
chord live load nonconcurent with any other live loads.
7)' This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
8) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 9 except at --lb) 2=256, 6=260, 10=121, 8=122.
9) Beveled plate or shim required to provide full
bearing surface with truss chord at joint(s) 2.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
OtY
Ply
78236
B02
Common
1
A0289889
Job Reference (optional)
.� .— ,- --= , L.r.a ,uaary„L,......wi„ nun: o.uus may is zu is rnm: a.nu s may ie zuia rvn i eK mausmes, inc. wea aep za i.rao:uc zule
i
2
3x4 =
3x4 =
3
3x4 =
4
Io
5
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
1/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.44
Ve 1(CL)
0.14
8-11
>589
360
MT20
2441190
TCDL 10.0
Lumber DOL
1.25
BC
0.40
Vert(CT)
0.12
8-11
>691
240
BCLL 0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
-0.00
2
n/a
n/a
BCDL 7.0
Code FBC2017ITP12014
Matrix -MP
Weight: 27lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purins.
BOTCHORD
Rigid ceiling direc0y 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 guide.
REACTIONS. (lb/size)
2 =
34310-8-0 (min. 0-1-8)
4 =
343/0-M (min. 0-1-8)
Max Horz
2 =
-30(1-C 7)
Max Uplift
2 =
-644(LC 4)
4 =
-644(LC 5)
Max Grav
2 =
366(LC 10)
4 =
366(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
2-3=-271/362, 3-4=271/362
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed ; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom
chord live load nonconcument 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-M wide will fit between the
bottom chord and any other members.
5) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) except (jt=lb) 2=644, 4=644.
LOAD CASE(S)
Standard
Job
Truss
Truss Type Oty
Ply
78236
CJ1
Comer Jack 5
1
A0289890
Job Reference tootlonall
A-1 Rod Trusses, Fort Pierce, FL 34946, design@aluuss.com
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Sep 25 13:35:08 2019
ID:Int E14n4krFMR5vCX81ws4z2Ovo-gWaznM2o?siKrCesb8VEz7LiCo?e5So7002Z(
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.18
Vert(LL)
0.00
7
>999
360
TCDL 10.0
Lumber DOL
1.25
BC 0.03
Vert(CT)
0.00
7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
4
me
n/a
BCDL 7.0
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 0-11-11 oc
pudins.
BOT CHORD
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 =
-5/10echanical
2 =
181/0-3-8 (min. 0-1-8)
4 =
-21/Mechanical
Max Horz
2 =
114(LC 4)
Max Uplift
3 =
-5(LC 1)
2 =
-274(LC 4)
4 =
-24(LC 10)
Max Grav
3 =
25(LC 6)
2 =
206(LC 10)
4 =
64(LC 4)
FORCES. (lb)
Max. Comp./Max. Ten. - Al forces 250 (lb) or less except
when shown.
'NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
•cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate gnp 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 2-0-0 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 Qt=lb) 2=274.
LOAD CASE(S)
Standard
b9
PLATES GRIP
MT20 2441190
Weight: 6lb FT = 10%
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Job
Truss
Truss Type
Qty
Ply
78236
CJ1A
Comer Jack
1
1
A0289891
Job Reference o tlonal
A-1 Roof Trusses, Fort Pierce, FL 34946, design@aibuss.mm Run: 8.210 s May 182018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Sep 2513:35:09.2019 Page 1
ID:In1 ENn4krFMR5vCX81ws4z20vo-diEL?i3QmAseTMD39sOTNKuwgCKFgv2H E3n61Rya50m
0-11-1t
MIN!
6.0012 �--�
214 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.01
Vert(LL) -0.00
6
>999
360
TCDL 10.0
Lumber DOL
1.25
BC 0.01
Vert(CT) -0.00
6
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
2
n/a
n/a
BCDL 7.0
Code FBC2017/rP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4SP 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
purins.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during Wss erection, in
accordance with Stabilize, Installation uide.
REACTIONS. (lb/size)
1 =
36/0-3-8 (min. 0-1-8)
2 =
21/Mechanical
3 =
15/1VIechanical
Max Horz
1 =
42(LC 4)
Max Uplift
1 =
-22(LC 4)
2 =
-32(LC 4)
3 _
-15(LC 4)
Max Grav
1 =
39(LC 9)
2 =
27(LC 9)
3 =
18(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult--160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. 11; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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 load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 2, 3.
PLATES GRIP
MT20 244/190
Weight: 3lb ,FT=10%
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Job
Truss
Truss Type QTy
Ply
78236
CAB
Corner Jack 2
1
A0289892
Job Reference o tional
A-1 RooPTrusses, Fort Pierce, FL 34946. design@allruss.com Run: 8.210 s May 18 2018 Print 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:35:10 2019 Page 1
ID:Int E14n4krFMR5vGX81 ws4z2Ovo-5uojC242XU_24 WOFjZXi3YQ3ibgCZMIQTjXgHtya501
-1-4-0 L '-tt p
14 01'
TRIM AS NECCESSARY IN FIELD
LOADING(psf)
SPACING-
2-M
cSl.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.18
Vert(LL)
0.00
5
>999
360
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.03
Vert(CT)
0.00
5
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL 7.0
Code FBC2017ITP12014
Matrix -MP
Weight: 6 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 0-11-11 oc
pudins.
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 Stabilaer Installation guide.
REACTIONS. (lb/size)
2 =
17910-3-8 (min. 0-1-8)
4 =
-29/Mechanical
Max Horz
2 =
108(LC 4)
Max Uplift
2 =
-266(LC 4)
4 =
-29(LC 1)
Max Grav
2 =
203(LC 10)
4 =
78(LC 4)
FORCES. (Ib) r-
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult--160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
'cantilever left and dght 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 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) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except Ot=lb) 2=266.
Job
Truss
Truss Type
Qty
ply
78236
CAP
Corner Jack
4
1
A0289893
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, design@a1 Wss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Sep 25 13:35:1 &2019 Page 1
ID:In1 E14n4krFMR5VCX81ws4z20vo-5uo)C242XU_24WoFjZXi3YQ3ibg6ZMIQTXgHtya501
-1-4-0 0.11-11
140 0-11-11
6.00 12
2x4 =
Plate Offsets (X,Y)—
12:0.4-4,0.0-41
LOADING(psf)
SPACING- 2-0-0
Cat.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Ved(LL)
0.00
7
>999
360
MT20
2441190
TCDL 10.0
Lumber DOL 1.25
BC 0.03
Vert(CT)
0.00
7
>999
240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00
4
n/a
n/a
BCDL 7.0
Code FBC2017/rP12014
Matrix -MP
Weight: 6lb
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
purlins.
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 =
-5/Mechanical
2 =
181/0-M (min. 0-1-8)
4 =
-21/Mechanical
Max Horz
2 =
114(LC 4)
Max Uplift
3 =
-5(LC 1)
2 =
-274(LC 4)
4 =
-24(LC 10)
Max Grav
3 =
25(LC 6)
2 =
206(LC 10)
4 =
54(LC 4)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown. i
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; End, GCpi=0.18; C-C Exterior(2);
cantilever left and right "posed; 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 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 100lb uplift at
joint(s) 3, 4 except Qt=lb) 2=274.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
Qty Ply
78236
CJ3
Comer Jack
5
A0289894
Job Reference o tional
A-1 Roy Trusses, Fort Pierce, FL 34946, design@attmss.mm Run: 8.210 s May 182018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Sep 2513:35:11 2019 Page 1
ID:Inl El4n4krFMR5vCX81w54z20vo-Z5M6QO4gln6vigNRHH3xblzER??OpYZiNGDpJya50k
-lio 2-11-11
1-0-0 21111
LOADING (psf)
SPACING-
2-M
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.18
Vert(L-)
-0.00
4-7
>999
360
TCDL 10.0
Lumber DOL
1.25
BC 0.08
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 7.0
Code FBC20171TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 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
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
64/Mechanical
2 =
212/OJ-8 (min. 0-1-8)
4 =
231Mechanical
Max Harz
2 =
200(LC 4)
Max Uplift
3 =
-103(LC 5)
2 =
-242(LC 4)
4 =
-4(LC 5)
Max Grav
3 =
93(LC 9)
2 =
237(LC 10)
4 =
43(LC 3)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
'1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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 1001b uplift at
joint(s) 4 except Qt—lb) 3=103, 2=242.
I
PLATES GRIP
MT20 244/190
Weight: 12 lb FT = 10
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Job
Truss
Truss Type pry
Ply
78236
CJ3A
Comer Jack 1
AO289895
Job Reference o ptional
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altiuss.com Run: 8.210 a May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 2513:35:11*2019 Page 1
ID:In1 ENn4krFMR5vCX81ws4z20vo-Z5M6QO4gln6vigNRHH3xblzFU??zlpYZiNGDpJya50k
6.00 12
2x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL. in
(Joe)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.11
Vert(LL) 0.01
3-6
>999
360
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.12
Vert(CT) -0.01
3-6
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
HOr2(CT) -0.00
2
n/a
n/a
BCDL 7.0
Code FBC2017ITP12014
Matrix -MP
Weight: 101b FT= 10%
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 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. (lb/size)
1 =
10810-3-8 (min. 0-1-8)
2 =
74/Mechanical
3 =
34/Mechanical
Max Horz
1 =
128(LC 4)
Max Uplift
1 =
-70(LC 4)
2 =
-117(LC 4)
3 =
-20(LC 4)
Max Grsv
1 =
119(LC 9)
2 =
97(LC 9)
3 =
47(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; VuIt=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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)1, 3 except (jt=lb) 2=117.
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OAe:p9Z)rz6,8 '
Job
Truss
Truss Type Qty
Ply
78236
CJ3B
Comer Jack 2
1
A0289896
Job Reference(optional)
A-1 Royf Trusses, Fort Pierce, FL 34946, design@altwss.com Run: 8.210 s May 182018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 2513:35:12 2019 Page 1
ID:Inl El4n4krFMR5vCX81 ws4z20vo-1 HvUdj5135EmKgyeq_aA8zW PBPLnl Gnjxl OnLmya50j
4-0-0 2-11-11
1-0-0 2-11-11
LOADING(psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Gdp DOL
1.25
TC 0.18
TCDL
10.0
Lumber DOL
1.25
BC 0.09
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
7.0
Code FBC2017TFP12014
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.
MTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
62/1VIechanical
2 =
21210-3-8 (min. 0-1-8)
4 =
26/Mechanical
Max Horz
2 =
200(LC 4)
Max Uplift
3 =
-99(LC 5)
2 =
-237(LC 4)
4 =
-12(LC 5)
Max Grav
3 =
89(LC 9)
2 =
236(LC 10)
4 =
42(LC 3)
.FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
'1) Wind: ASCE 7-10; Vult-160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
designer should verify capacity of bearing surface.
DEFL. in (loc) I/deft Lid
Vert(LL) -0.00 7 >999 360
Vert(CT) -0.01 4-7 >999 240
Horz(CT) 0.00 2 n/a n/a
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 3, 4 except Ql=lb) 2=237.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 12 lb FT=10%
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09e: OBTR019
Job
Truss
Truss Type
cry Ply
78236
CJ3P
Corner Jack
4 1
AO289897
�JobReference(opfional)
A-1 Roof Trusses, Fort Pierre, FL 34946, design@altruss.com Run: 8.210 s May 182018 Print: 8.210 s May 18 201a Mrrek Industries, Inc. Wed Sep 25 13:35:13r2019 Pagel
ID:In1E14n4krFMR5vCX81ws4z20vo-V rrsr36wgPMdxzXgOh5PgA2axphUmjl sghlKuCya50i
-1-4-0 2-11-11
14-0 2-11-11
6.00 12
214 =
LOADING(psf)
SPACING-
2-0-0
Cat.
DEFL. in
(loc)
Well
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.18
Vert(LL) 0.01
4-7
>999
360
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.12
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
We
BCDL 7.0
Code FBC20171TP12014
Matrix -MP
Weight: 12lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing direc0y 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 dudng truss erection, in
accordance with Stabilizer Installagon guide.
REACTIONS. (lb/size)
3 =
64/Mechanical
2 =
212/0-8-0 (min. 0-1-8)
4 =
23/Mechanical
Max Horz
2 =
200(LC 4)
Max Uplift
3 =
-124(LC 5)
2 =
-358(LC 4)
4 =
-100(LC 5)
Max Grav
3 =
90(LC 9)
2 =
222(LC 10)
4 =
43(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult--160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. 11; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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 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 2-041 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=lb) 3=124, 2=358.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
78236
CJ5
Comer Jack
5
1
A0289898
Job Reference (optional)
A-1 Roaf Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:35:13 2019 Page 1
ID:In1 E14n4krFMR5vCX81ws4z20vo-VTTsr36wgPMdxzXgOh5PgA2X2penmjis9hlKuCya50i
-1-4-0 4-11-11
1-4-0 4-11-11
4-11-11
LOADING(psf)
SPACING-
2-M
CST.
DEFL.
in
(loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
0.04
4-7
>999
360
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.29
Vert(CT)
-0.05
4-7
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 7.0
Code FBC2017/rP12014
Matdx-MP
Weight: 18 lb
FT= 10%
LUMBER -
TOP CHORD 2x4 SIP No.2
BOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
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 =
122/Mechanical
2 =
27810-3-8 (min. 0-1-8)
4 =
48/Mechanical
Max Horz
2 =
288(LC 4)
Max Uplift
3 =
-196(LC 5)
2 =
-275(LC 4)
4 =
-17(LC 5)
Max Grav
3 =
165(LC 9)
2 =
309(LC 10)
4 =
77(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES -
'I) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Extedor(2);
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 load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to
bearing plate capable of withstanding 100 lb uplift at
joint(s) 4 except (jt--lb) 3=196, 2=275.
Job
Truss
Truss Type
Oty
Ply
78236
CJSA
Comer Jack
1
AO289899
Job Reference (optional)
A-1 moor I nlsses, mn vierce, FL S u4b, deslgn(w_altmss.com Kun: 8.21U s May 18 2018 Pnnt 8.210 s May 1B 2018 MITex Industries, Inc. Wed Sep 25 13:35:142019 Pagel
ID:lnl EI4n4krFMR5vCX81ws4z20vo-zg 1 E2P7YbiUUZ750yPmOObhHDmVAH0OLVtOeya5Oh
2x4 =
LOADING(pst)
SPACING-
2-M
Cat.
DEFL. in
(loc)
Well
Ld
TCLL 20.0
Plate Grip DOL
1.25
TC 0.40
Vert(LL) 0.06
3-6
>999
360
TCDL 10.0
Lumber-0OL
1.25
BC 0.37
Vert(CT) -0.06
3-6
>999
240
BCLL 0.0 •
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
2
ma
n/a
BCDL 7.0
Code FBC2017/fP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP Nc.2
BOT CHORD 2x4 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-11-11 oc
pudins.
BOTCHORD
Rigid calling 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 =
182/0-3-8 (min. 0-1-8)
2 =
127/Mechanical
3 =
54/Mechanical
Max Hom
1 =
216(LC 4)
Max Uplift
1 =
-119(LC 4)
2 =
-205(LC 4)
3 =
-26(LC 4)
Max Grav
1 =
201(LC 9)
2 =
168(LC 9)
3 =
79(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Extedor(2);
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 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) 3 except at --lb) 1=119, 2=205.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 16lb FT=10%
Job
Truss
Truss Type Qty
Ply
AO289900
78236
CJSB
Corner Jack 2
Job Reference (optional)
A-1 Rc jf 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 Sep 25 13:35:15 2019 Page 1
ID:In1 E14n4krFMR5vCX81ws4z20vo-SsbcG17BMOcLBHgDW67tmb8tscJgEdX9d7ERy4ya50g
-1-0-0 4-11-11
7-0-0 4-11-11
LOADING(psf)
SPACING-
2-M
CSI.
DEFL. in
(loc)
Vdefl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL) 0.05
4-7
>999
360
TCDL
10.0
Lumber DOL
1.25
SC 0.32
Vert(CT) -0.05
4-7
>999
240
BCLL
0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
3
n/a
n/a
BCDL
7.0
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 4-11-11 oc
pudins.
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 =
12011dechanical
2 =
278/0-3-8 (min. 0-1-8)
4 =
50/Mechanical
Max Horz
2 =
288(LC 4)
Max Uplift
3 =
-192(LC 5)
2 =
-271(LC 4)
4 =
-24(LC 5)
Max Grav
3 =
163(LC 9)
2 =
308(LC 10)
4 =
76(LC 3)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
-1) Wind: ASCE 7-10; Vult--160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Extedor(2);
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 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) Bearing at joint(s) 2 considers parallel to grain value
using ANSI/TPI 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, 100 Ib uplift at
joint(s) 4 except (jt=lb) 3=192, 2=271.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 2441190
Weight: 18 lb FT=10%
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Job
Truss
Truss Type
pry
Ply
78236
FG01
FLOOR
1
AO2899012
Job Reference (optional)
A-1 Nool I Nsses, Yon Flerce, FL 34 , deslgn(Naltnlss.cam Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek
1.5x4 II
3x8 =
1.5x4 II
Inc. Wed Sep 2513:35:16Y_1019 Page i
:kCoRFP3ge6lpgwTOV4zt6JA UXya50f
15-9-0
3-10-12
Dead Load Der. = IA in
6x8 =
F
3x411 4xl2= 1.5x411 1.5x411 5xto= 2x411
3-8-1-8 11-" 15-9-0--12 I-03-1 28 -0 3-8-0 311-8
Plate Offsets (X,Y)--
13:0-3-8,0-1-81. 18:0-2-12.0-2-01
if 1:0-4-12
0-1-121
LOADING(psf)
SPACING- 2-M
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES,
GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.80
Vert(LL)
-0.35
8-9
>529
480
MT20
244/190
TCDL 10.0
Lumber DOL 1.00
BC 0.96
Vert(CT)
-0.47
8-9
>390
360
BCLL 0.0
Rep Stress Ina NO
WB 0.88
Haz(CT)
0.05
7
n/a
n/a
BCDL 5.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 144 Ib
FT =10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOTCHORD 2x4 SP 2400F 2.0E
WEBS 2x4 SP No.3 *Except*
WI: 2x6 SP No.2, W2: 2x4 SP No.2
W4: 2x4 SP M 30
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 2-10-11 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
12 = 2590/0-7-2 (min. 0-1-8)
7 = 224910-3-8 (min. 0-1-8)
Max Grav
12 = 2590(LC 1)
7 = 2249(LC 1)
FORCES. (lb) -
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
1-12=-2293/0, 1-2=-6254/0, 2-3=-6254/0,
3-4=-9968/0, 4-5=-7268/0, 5-6=-7268/0,
6-7=-2178/0
BOTCHORD
12-13=0/400, 11-13=0/400, 11-14=0/9968,
10-14=019968, 9-10=0/9968, 9-15=0/9968,
8-15=019968, 7-8=0/289
WEBS
1-11=0/6202, 3-11=4019/0, 3-10=0/960,
4-9=0/772,4-8=-3003/0, 5-8=-378/0,
6-8=077244
NOTES-
1) 2-ply truss to be connected together with 1 Od
(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: 2x4 - 1 row at
0-7-0oc.
Webs connected as follows: 2x4 -1 row at 0-9-0 oc
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the
LOAD CASE(S) section. Ply to ply connections have
been provided to distribute only loads noted as (F) or
(B), unless otherwise Indicated.
3) Unbalanced floor live loads have been considered
for this design.
4) Recommend 2x6 slrongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-1 Old
(0.131" X 3") nails. Stmngbacks 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) 526
lb down at 2-0-12, 526 It, down at 4-0-12, 526 lb
down at 6-0-12, 526 lb down at 8-0-12, and 526 lb
down at 10-0-12, and 526 lb down at 12-0-12 on
bottom chard. The design/selection of such
connection device(s) is the responsibility of others.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber
Increase=1.00, Plate Increase=1.00
Uniform Loads (plf)
Vert 1-6=100, 7-12=-10
Concentrated Loads (lb)
Vert 10=-526(F)9=526(F)8=-526(F)13=-526(F)
14=-526(F)15=526(F)
Job
Truss
Truss Type Oty
Ply
78236 1
FG02
FLOOR
2
A0289902
Job Reference fopti.r.0
H-1 rtapr 1 Tosses, Ton Tierce, r� .T4s�w, oesignLa 1wss.com
mm o.nus may razuTarnnuo.znus
zula Mu eH aIDusmes, mc. wea aep zo 13:za: io zula
5x10 = 1.5x4 11 1.5x4 11 5x10 = 2x4 It
12x411 2 3 4 5 6
1 7 Ti M f1
■ ®MOWN
'-
I I Li L_7 B1 11
4x6 =
u
13 11 14 10 15 9 4x4 = 16 8 17
2x4 11 44 = 2x4 II
5.6 =
2-7-1
4-8-109-1-9
iL8-10
2-7-1
2-3-7
2-1-9
1
2-7-1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Lid
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.54
Vert(LL)
-0.14
9-10
>950
480
MT20 244/190
TCDL 10.0
Lumber DOL
1.00
BC 0.50
Vert(CT)
-0.19
9-10
>698
360
BCLL 0.0
Rep Stress lncr
NO
WB 0.62
Horz(CT)
0.02
7
n/a
n/a
BCDL 5.0
Code FBC2017/TPI2014
Matdz-Juts
Weight: 1251b FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2z6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
W1: 2z6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing direcfly applied or 3-11-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ib/size)
12 = 2572/0-7-2 (min. 0-1-8)
7 = 278210-5-8 (min. 0-1-8)
Max Grav
12 = 2572(LC 1)
7 = 2782(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
1-2=567/0, 2-3=4764/0, 3-4=7764/0,
4-5=-7764/0, 55=520/0
BOT CHORD
12-13=0/5454,11-13=0/5454,
11 -1 4=0/5454, 10-14=0/5454,
10-15=00764, 9-15=Ot7764, 9-16=0/5554,
8-16=015564, 8-17=0/5554, 7-17=015554
WEBS
2-12=-5259/0, 2-11=0/834, 2-10=0/2572,
5-9=0/2464, 5-8=0/896, 5-7=-5309/0
NOTES-
1) 2-ply truss to be connected together with 10d
(0.131ex3°) 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: 2x6 - 2 rows
staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies,
except if noted as front (F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been
provided to distribute only loads noted as (F) or (B),
unless otherwise indicated.
3) Unbalanced floor live loads have been considered for
this design.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131' X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
5) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 823
lb down at 2-1-12, 823 Ib down at 4-1-12, 823 lb
down at 6-1-12, and 823 lb down at 8-1-12, and 823
lb down at 10-1-12 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 (pH)
Vert: 1-6=-100, 7-12=-10
Concentrated Loads (lb)
Vert: 13=-823(F) 14=-823(F) 15=-823(F) 16=-823(F)
17=823(F)
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0ffi:�RT2019
Job
Truss
Truss Type
Oty
Ply
78236
FL02
Floor
11
1
A0289903
Job Reference (optional)
r.- i Korn russes, ran rierce, rL .wano, aesignta a iwss.com
0-1-8
HF
1.5x3 II
1.5x3 =
1.5x3 = 3x8 =
-,1 1 2
°A
074
13
0
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MRek Industries, Inc. Wed Sep 25 13:35:1W019 Page 1
ID:Inl E14n4krFMR5vCX81ws4z2ovo-sRHIunA3ex v21PnBFhaNEmFJgGeRofbJzT5ZPya50d
1-6-0
1.5x3 II 1.5x3 11 3x4 =
3 4 5
2-7-6 0,1 8
Dead Load Dell. =1/9 in
3x6 =
7.5x3 II 1.5x3=
8 7
e k
42 d
11 10 93.8=
3x4
314 = 3x4 =
Us =
Plate Offsets (X,Y)--
[7:0-1-8,Edgel, [9:0-1-12,Edge1 [10:0-1-8
Edge][11:0-1-8 Edgel
LOADING(psf)
SPACING- 2-M
CSI.
DEFL.
in
(loc)
Udefl
L/d
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.84
Vert(LL)
-0.27
9-10
>652
480
MT20 2441190
TCDL 10.0
Lumber DOL 1.00
BC 0.63
Vert(CT)
-0.38
9-10
>467
360
BCLL 0.0
Rep Stress Incr YES
WB 0.81
Horz(CT)
0.03
8
n/a
We
BCDL 5.0
Code FBC20171-rP12014
Matrix-S.
Weight: 75lb FT= 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-1-0 oc
purlins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
8 = 801/0-3-8 (min. 0-1-8)
12 = 807/0-6-14 (min. 0-1-8)
Max Gray
8 = 801(LC 1)
12 = 807(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOP CHORD
8-15=-799/0, 7-15=-798/0, 23=-2364/0,
3-4=-2364/0, 4-5=2364/0, 5-6=1593/0,
6-7=-1593/0
BOT CHORD
11-12=011455, 10-11=0/2364,.9-10=012298
WEBS
3-11=316/0, 2-11=011028, 2-12=1609/0,
5-1 0=1 551396, 5-9=-779/0, 6-9=-287/0,
7-9=0/1696
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
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.
3) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
Truss
Tmss Type Qty
Ply
78236 '
FLO2GE
Floor Supported Gable 1
1
A0289904
re
Job Reference (optional)
A-1 Ropf Trusses, Fort Pierce, FL 34946, design@altmss.cem Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:35:19 2019 Page 1
ID:In1 E14n4krFMR5vCX81 ws4z20vo-Kdr757BhPF6mfu_IyCpwRlcgElaARzlYdCe5sya50c
3.3 =
1 2 3 4 5
q26
v
.25 '
3x3 =
3x3 11
3x3 II
6 7 8 9 10 11 12
28 0
Y
27
24 23 22 21 20 19 Is, 17 16 15 14 13
3.3 = 3x3 =
C
_
A
r
1
LOADING(psf) SPACING- 2-0-0
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/TPI2014
LUMBER -
TOP CHORD 2x4 SP No2(flat)
BOT CHORD 2x4 SP No2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural woad sheathing directly applied or 10-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 14-11-14.
(lb) - Max Gmv
All reactions 250 lb or less at joint(s)
24, 13, 23, 22, 21, 20, 19, 18, 17, 16,
15,14
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) All plates are 1.5x3 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
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
CSI.
TC 0.10
BC 0.01
WB 0.04
Matrix-S
DEFL. in (loc) I/defl L/d
Vert(LL) n/a - n/a 999
Vert(CT) n/a - n/a 999
Hocz(CT) -0.00 13 n/a n/a
.v
PLATES GRIP
MT20 2441190
Weight: 69 lb FT = 10%F, 10%E
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[m'N�sClmms.nmCe6,)9bTR1,Cepyn-q 01MeM1 Ra(T,x�xe-Rm'LummefR[WamfnlXvp b,q a �6-LYppN Ww+,EmyemuavngLlPwl Trmsea.
Job
Truss
Truss Type
Qty
Ply
78236
FLO3
Floor
g
A0289905
Job Reference (optional)
A-1 Root Trusses, Fort Pierce, FL 34946, deslgn@atmiss.com
0-1-8
H , 2-6-0
UP
Run: 8.210 s May 182018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:35:19,2019 Pagel
ID:a3SCTAOgBAUgzDECb22KtQzynLr-Kdr757BhPF6mfu_lyCpwRITZEZMAHzlYdCe5sya50c
4 5
1 2-M 0� 11=01
6 7 8
1
ox8
Dead Load Deft. =119 in
9 10
i
• ILw
3.6 = 3.8 =
3x3 = 3.8 MT20HS FP-- 3.8 =
8-0-0 9-0-0 10-0-0 18-11-0
n-n-0 1 Inn 1 1nn 1 a-11-n
3x8 =
Plate Offsets (X,Y)—
15:0-1-8,Edge1 [12:0-3-0,Edge] 116:0-3-8
Edgel
LOADING(psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
War
Ud
PLATES
GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.68
Vert(L-)
-0.31 12-14
>729
480
MT20
244/190
TCDL 10.0
Lumber DOL 1.00
BC 0.79
Vert(CT)
-0.42 12-14
>536
360
MT20HS
187/143
BCLL 0.0
Rep Stress [nor YES
WB 0.68
Hom(CT)
0.07 11
n/a
n/a
BCDL 5.0
Code FBC2017/7PI2014
Matrix-S
Weight: 94 Ito
FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 30(flat) `Except*
Tl: 2x4 SP No.2(flat)
BOT CHORD 2x4 SP M 30(flal)
WEBS 2x4 SP No.3(flat)
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.
REACTIONS. (lb/size)
17 = 102310-6-14 (min. 0-1-8)
11 = 101710-6-14 (min. 0-1-8)
Max Grav
17 = 1023(LC 1)
11 = 1017(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-318710,3-4=-3187/0,4-5=-3187/0,
5-6=-3890/0, 6-7=-3890/0, 7-8=-3221/0,
8-9=-322110
BOTCHORD
16-17=0/1903,15-16=0/3890,
14-15=0/3890, 13-14=0/3839,
12-13=0/3839,11-12=0/1941
WEBS
6-14=294/125, 2-17=-2104/0,
2-16=0/1419, 3-16=290/18, 5-16=-1005/0,
9-11=2131/0, 9-12=011415, 8-12=-254/0,
7-12=683/0, 7-14=258/496
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x3 MT20 unless otherwise indicated.
4) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131 n
X 3") nails. Slrongbacks to be attached to walls at their
outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
Oty
Ply
78236 %
FLO3GE
GABLE
1
1
AO289906
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946, designQQaltruss.Wm Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industnes, Inc. Wed Sep 25 13:35:20 2019 Page 1
ID:In1 EI4n4krFMR5vCX81ws4z20vo-ogOVJTBJAYEdH2ZAIgj2Tfm7d4e ... HyCd1ya50b
6xe N-8
r
.Y�0I�inYY�Y�Y�Y�Y�
_ .
33 32 31 30 29 2827 26 25 24 23 22 21 20 19 18
3x3 = 3 6 = 3x3 = 3x3 =
Us MT20HS FP=
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 40.0
Plate Grip DOL
1.00
TC 0.12
Vert(LL)
n/a -
n/a
999
TCDL 10.0
Lumber DOL
1.00
BC 0.09
Vert(CT)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
NO
W13 0.25
Horz(CT)
0.00 18
n/a
n/a
BCDL 5.0
Code FBC2017/TP12014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP N0.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat) Standard
OTHERS 2x4 SP No.3(flat) Vert: 7=-2632
BRACING.
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-" oc bracing.
REACTIONS. All bearings 18-11-8.
(lb) - Max Grav
All reactions 250 lb or less at joint(s)
33, 18, 32, 31, 30, 29, 28, 25, 24, 23,
22, 21, 20,19 except 27=2223(LC 1),
26=526(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (lb) or less except
when shown.
BOTCHORD
26-27=01276
WEBS
7-27=-2233/0, 7-26=-453/0
NOTES-
1) All plates are MT20 plates unless otherwise indicated.
2) All plates are 1.5z3 MT20 unless otherwise indicated.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
1) Dead + Floor Live (balanced): Lumber Increase=1.00,
Plate Increase=1.00
Uniform Loads (pit)
Vert: 18-33=-10, 1-17=100
Concentrated Loads (lb)
PLATES GRIP
MT20 2441190
MT20HS 1871143
Weight: 90 lb FT = 10%F, 10%E
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Job
Truss.
Tmss Type Qty
Ply
78236
FL05
Floor 7
1
r A0289907
Job Reference (optional)
A-1 ttoei I Msses, tort YIeTCa, FL 34 b, cesign(w—altruss.com
0-1-8
H 1 2-6-0
1.5x3 11
1.5x3 =
1.W= 3.8=
1 2
A
016
0
�15
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Sep 25 13:35:212019 Page 1
ID:IniE14n4krFMR5vCX81ws4z20voGOWWoCxxsMUvCBMsNEH?sOgC1 CteDY2?xhlAkya50a
1-3-0 2-3-0 1i33
Dead Load Defl. = 11161n
1.5x3 11 3x3 = 3.3 = 1.W II 3.8 = 30 11
3 4 5 6 7 8
e e
44 s
13 12 11 10
3z4 = 3.6 = 1.5x3 II 1.5x3 11 Us =
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
Udell
L/d
TCLL 40.0
Plate Grip DOL
1.00
TIC0.61
Ve 1(LL)
-0.18 10-11
>999
480
TCDL 10.0
Lumber DOL
1.00
BC 0.98
Vert(CT)
-0.23 10-11
>795
360
BCLL 0.0
Rep Stress Incr
YES
WB 0.48
Hom(CT)
0.05 9
n/a
n/a
BCDL 5.0
Code FBC2017fFP12014
Matriz-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (Ib/size)
9 = 849/0-3-8 (min. 0-1-8)
14 = 84910-6-14 (min. 0-1-8)
Max Grav
9 = 849(LC 1)
14 = 849(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
TOPCHORD
2-3=-2440/0, 3-4=-2440/0, 4-5=-2668/0,
5-0=-2455/0, 6-7=-2455/0
BOTCHORD
13-14=0/1540,12-13=0/2668,
11-12=0/2668, 10-11=012668, 9-10=0/1571
WEBS
2-14=-1703/0, 2-13=0/995, 4-13=579/32,
7-9=-172910, 7-10=0/978, 5-10=-564/46
NOTES.
1) Unbalanced floor live loads have been considered for
this design.
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.
3) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
3x6 =
PLATES GRIP
MT20 244/190
Weight: 80 lb FT = 10%F, 10%E
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W&: 69/PR016
I
Job
Truss
Truss Type Qty
Ply
78236
FL06
Floor g
AO289908
Job Reference (optional)
m-i mwi russes, ron rierce, rL .wero, cesgnLmaTuuss.com
0-7-8
H 2-fi-0 F
10
1.5x3 II 3x4 =
1 2
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:35:22 2019 Page 1
ID:lnl El4n4krFMR5vCX81ws4z20vo-kCWGk8DaiAULWMIZQ41WY4wyxRZ4NjRBEbRI18ya50Z
Dead Load De0. =118 in
1.5x3 11 3x4 = 1.5x3 II
3 4 5
Sx3 =
5.3 =
A'
8 7 3x4= 6
1 C'1I
3.4
LOADING(psf)
SPACING-
2-0-0
CSI.
TCLL
40.0
Plate Grip DOL
1.00
TC 0.80
TCDL
10.0
Lumber OOL
1.00
BC 0.86
BCLL
0.0
Rep Stress Incr
YES
WB 0.31
BCDL
5.0
Code FBC2017/TPI2014
Matrix-S
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING.
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size)
6 = 536/Mechanical
9 = 536/0-7-2 (min. 0-1-8)
Max Grav
6 = 536(LC 1)
9 = 536(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1016/0, 3-4=-101610
BOTCHORD
8-9=0/1016,7-8=0/1016,6-7=0/875
WEBS
4-6=-967/0, 2-9=-1119/0, 4-7=0/305
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-M 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.
.4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
DEFL. in (loc) I/deft Ud
Vert(LL) -0.21 6-7 >564 480
Vert(CT) -0.32 6-7 >361 360
Horz(CT) 0.01 6 We n1a
3x4 =
PLATES GRIP
MT20 244/190
Weight: 49 lb FT = 10%F, 10%E
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Job
Truss
Truss Type city Ply
78236
FL06E
Floor Supported Gabie 1 1
A0289909
Job Reference (optional)
LOADING (psf) SPACING- 2-M
TCLL 40.0 Plate Grip DOL 1.00
TCDL 10.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017/rP12014
LUMBER.
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc
purms, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-M oc bracing.
REACTIONS. Al bearings 10-0-0.
(lb) - Max Grav
All reactions 250 lb or less at joint(s)
18, 10, 17, 16, 15, 14, 13, 12, 11
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
NOTES-
1) All plates are 1.5x3 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord bearing.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131 °
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
CSI.
TC 0.08
BC 0.01
WB 0.03
Matrix-S
DEFL,
in (too) I/deft
L/d
Vert(L-)
n/a - n/a
999
Vert(CT)
n/a - n/a
999
Horz(CT)
0.00 10 n/a
n/a
PLATES GRIP
MT20 2441190
Weight: 49 lb FT = 10%F, 10%E
Job
Truss
Truss Type
arty
Ply
78236 WFL07
Floor
5
1
A0289910
Job Reference o 8onal
A-1 Rom I ruSseS, Fort Pierce, FL 3494fi, deslgn(m8ltrussAom Run: 8.210 s May 18 2018 Prim: 8.210 a May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:35:23 2019 Pagel
ID:lnl EI4n4krFMR5vCX81ws4z20vo-DP4exUECTTCCBWII_oG14HTBBruW67CKSFAsEdya50Y
0-1-8
H i 2-6-0 I 1-3-0 1 1-11-8 1-3-0
3x8 = 1.5x3 11 3x3 = 3x3 = 1.5x3 11 3.8 = 1.5x3 11
2 3 4 5 6 7 8
W1 IV[
W
es
114 d
13 12 11 10 9
3x6 =
3x6= 1.5x311 1.5x8 II 3x6=
3.4 =
LOADING(psf)
SPACING- 2-"
CSI.
DEFL, in (]cc) I/deft L/d
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.52
Vert(LL) -0.15 11-12 >999 480
MT20 2441190
TCDL 10.0
Lumber DOL 1.00
BC 0.91
Vert(CT) -0.21 11-12 >860 360
BCLL 0.0
Rep Stress Incr YES
WS 0.47
Horz(CT) 0.05 9 n/a n/a
BCDL 5.0
Code FBC2017[rP12014
MatrixS
Weight: 79 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 cc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (lb/size)
14 = 833/0-7-2 (min. 0-1-8)
9 = 8331Mechanical
Max Grav
14 = 833(LC 1)
9 = 833(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOP CHORD
2-3=-2388/0, 3-4=-2388/0, 4-5=-2574/0,
5-6=-2374/0, 6-7=-2374/0
BOT CHORD
13-14=0/1536,12-13=0/2574,
11-12=0/2574, 10-11=0/2574, 9-10=0/1506
WEBS
2-14=-1690/0,2-13=0/943,4-13=-513/69,
7-9=-1665/0, 7-10=01959, 5-10=527/56
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 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.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oh'
Ply
78236
FL07GE
Floor Supported Gable
1
1
A0289911
Job Reference (optional)
A-1 moot Nsses, ror coerce, FL 34946, tlesigngatmiss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MITek Industries, Inc. Wed Sep 25 13:35:24^.019 Page 1
ID:In1 E14n4krFMR5vCX81ws4z20vo-hbe08gEgEnk3mgsxXVo_dVOTIFSnrhHUhvwPm3ya50X
0*8
3x3 II
3z6 =
3x8 = 3.3 = 3x3 TI
1 2 3 4 5 6 7 8 9 10 11 12 13
I
12e
i E
I�
'o
o
•
• ■
• ■ ■ ■
•
wm�
■■
r••
1
26 25 24 23 22 21 20 19 18 17 16 15 14
3x311 3x3= 3x3 it
LOADING(psf)
SPACING-
2-M
TCLL
40.0
Plate Gdp DOL
1.00
TCDL
10.0
Lumber DOL
1.00
BCLL
0.0
Rep Stress Incr
YES
BCDL
5.0
Code FBC20171TPI2014
LUMBER -
TOP CHORD 2x4 SP No.2(9at)
BOT CHORD 2x4 SP No.2(Flat)
WEBS 2x4 SP Nc.3(Flat)
OTHERS 2x4 SP No.3(Oat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 10-0-0 oc
pudins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 15-5-8.
(Ib)- Max Grav
All reactions 250 lb or less at joint(s)
26, 14, 25, 24, 23, 22, 21, 20, 19, 18,
17, 16, 15
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES.
1) All plates are 1.5x3 MT20 unless otherwise indicated.
2) Gable requires continuous bottom chord beadng.
3) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
4) Gable studs spaced at 1-4-0 oc.
5) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131'
X 3") nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
6) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
CSI.
DEFL.
in (too)
I/deg
L/d
TC 0.08
Vert(L-)
n/a -
n/a
999
BC 0.01
Vert(CT)
n/a -
n/a
999
WS 0.03
Horz(CT)
-0.00 25
n/a
We
Matrix-S
PLATES GRIP
MT20 2441190
Weight: 73 lb FT= 10%F, 10%E
Job
Truss
Truss Type Oty
Ply
78236
HJSP
Diagonal Hip Girder 2
1
A0289912
Jab Referenceo tional
A-1 Roar Trusses, Fort Pierce, FL 34946. design@altruss.wm Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:35:25 2019 Page 1
ID:In1 E14n4krFMR5vCX81ws4z20vo-9nCOMAFS?StwNpR85DJDAiYUOegLa8?dwZfzJVya50 W
-i-10-10 3-8-10 7-0-2
1-10-10 3310 338
R
7-0-2
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc)
I/deft
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL) 0.14
4-6
>600
360
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.56
Vert(CT) 0.13
4-6
>651
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.00
Hom(CT) -0.00
4
We
We
BCDL 7.0
Code FBC20171-1PI2014
Matrix -MP
Weight: 31 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins.
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 =
149/Mechanical
2 =
307/0-10-15 (min. 0-1-8)
4 =
79/Mechanical
Max Horz
2 =
277(LC 4)
Max Uplift
3 =
-229(LC 5)
2 =
-702(LC 4)
4 =
-297(LC 5)
Max Grav
3 =
187(1-C 18)
2 =
355(LC 19)
4 =
113(1-C 3)
FORCES. (lb)
Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except
when shown.
NOTES-
-1) Wind: ASCE 7-10; Vult--160mph (3-sewnd gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf, h=23ft;
Cat. 11; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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 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 bearing plate capable of withstanding 229 lb uplift at
joint 3, 702 lb uplift at joint 2 and 297 lb uplift atjoint 4.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 136
lb down and 97 lb up at 1-4-9, 136 lb down and 97 Ib
up at 1-4-9, and 163 lb down and 136 lb up at 4-2-8,
and 163 lb down and 136 to up at 4-2-8 on top chord,
and 138 lb down and 40 lb up at 1-4-9, 138 lb down
and 40 Ib up at 1-4-9, and 9lb down and 59 lb up at
4-2-8, and 9 Ib down and 59 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: 13=-60, 2-4=-14
Concentrated Loads (lb)
Vert: 5=57(F=29, B=29) 6=46(F=23, B=23)
8=-9(F=-4, B=4)
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Job
Truss
Truss Type
Qty
Ply
78236
HJ7
Diagonal Hip Girder
3
1
AO289913
Job Reference (optional)
n-i mom i russes, ron vierce, rL 34946, deslgnigialtruss.com Run: 8.210 is May 182018 Print 8.210 s May 18 2018 Mn-ek Industries, Inc. Wed Sep 2513:35:26.2019 Page 1
ID:In1 E14n4krFMR5vCX81ws4z20vodzmnZWG4mO7n7zOKfwgSiw5hC202JU1n9DPWryya50V
-1-10-10 4-7-4 9-10-1
1-10-10 474 F 5-2-13
3x4 = 1.5x4 11 3x4 =-
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Well
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.59
Vert(LL)
0.07
6-7
>999
360
TCDL 10.0
Lumber DOL
1.25
BC 0.53
Vert(CT)
-0.10
6-7
>999
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.48
Hom(CT)
0.01
5
n/a
n/a
BCDL 7.0
Code FBC2017frP12014
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 5-6-12 oc
puriins.
BOTCHORD
Rigid ceiling directly applied or 6-10-11 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 =
159/Mechanical
2 =
44210-4-9 (min. 0-1-8)
5 =
274/Mechanical
Max Hom
2 =
334(LC 14)
Max Uplift
4 =
-191(LC 4)
2 =
524(LC 4)
5 =
-227(LC 5)
Max Grav
4 =
183(LC 19)
2 =
510(LC 19)
5 =
329(LC 18)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-11=-960/537,11-12=-875/545,
3-12=-806/547
BOTCHORD
2-14=-717/845,14-15=-717/845,
7-15=717/845, 7-16=717/845,
6-16=717/845
WEBS
3-6=-892/757
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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 noncencurrent Wth 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 191 lb uplift at
joint 4, 524 lb uplift at joint 2 and 227 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 126
lb down and 95lb up at 1-4-9. 126 lb down and 95 lb
up at 14-9, 155 lb down and 118 lb up at 4-2-8, 155
lb down and 118 lb up at 4-2-8, and 199lb down and
189 lb up at 7-0-7, and 199 lb down and 189lb up at
7-0-7 on top chord, and 28 lb down and 40 lb up at
1-4-9, 28 lb down and 40 lb up at 14-9, 19 lb dawn
and 11 lb up at 4-2-8, 19 lb down and 11 lb up at
4-2-8, and 38 lb down and 26 It, up at 7-0-7, and 38 lb
down and 26lb 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: 14=60, 5-8=-14
Concentrated Loads (lb)
Vert: 11=57(F=29, 8=29) 13=74(F=-37, 13=37)
14=46(F=23, B=23) 15=-9(F=4, B=4) 16=-56(F=28
, 8=28)
PLATES GRIP
MT20 244/190
Weight: 43 lb FT = 10%
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Job
Truss
Truss Type
Oty
Ply
78236
HJ713
Diagonal Hip Girder
1
1
A0289914
Job Reference (optional)
A-1 Rpof Trusses, Fort Pierce, FL 34946, design@aItnuss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:35:27 2019 Page 1
1Mint E14n4kTFMR5vCX81ws4z20vo-5AJgnsHlXi7ed7bWDeLhF7duuSNd2wVwNt83NOya50U
-1-10-10 5-0-13 9-10-1
1-10-10 MIN 4-54 �
I
3x4 =
LOADING(psf)
SPACING-
2-0-0
TCLL
20.0
Plate Gdp DOL
1.25
TCDL
10.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
NO
BCDL
7.0
Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 441-9 oc
pudins.
BOTCHORD
Rigid ceiling directly applied or5-5-14 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 =
132/Mechanical
2 =
494/0-4-3 (min. 0-1-8)
5 =
313/Mechanical
Max Horz
2 =
334(LC 4)
Max Uplift
4 =
-158(LC 4)
2 =
-529(LC 4)
5 =
-269(LC 5)
Max Grav
4 =
149(LC 19)
2 =
642(LC 19)
5 =
385(LC 18)
FORCES. (lb)
Max. Comp./Max. Ten. -All forces 250 (Ib) or less except
when shown.
-TOPCHORD
2-11=-1457/986, 3-11=-1400/993
BOTCHORD
2-13=-1136/1426, 7-13=-113711440,
7-14=1128/1412, 6-14=-1131/1430
WEBS
3-6=-1409/1118
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
Cat.
DEFL.
in
(loc)
I/deft
L/d
TC 0.47
Vert(LL)
0.09
6-7
>999
360
BC 0.51
Vert(CT)
-0.09
6-7
>999
240
WS 0.51
Horz(CT)
0.02
5
n/a
n/a
Matrix -MS
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) Bearing at joint(s) 2 considers parallel to grain value
using ANSUTPI 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 1581b uplift at
joint 4, 529111 uplift at joint 2 and 269 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 154
lb down and 115 lb up at 4-2-8. 154 lb down and 115
lb up at 4-2-8, and 197 to down and 187 lb up at
7-0-7, and 1971b down and 1871b up at 7-0-7 on top
chord, and 60 lb down and 48 Ito up at 1-4-9, 60 lb
down and 48 lb up at 1-4-9, 21 lb down and 161b up
at 4-2-8. 21 lb down and 16 lb up at 4-2-8, and 39 lb
down and 31 lb up at 7-0-7, and 39 lb down and 31 lb
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: 1-4=-60,5-8=-14
Concentrated Loads (Ib)
Vert: 10=45(F=22, B=22) 12=69(F=-35, B=35)
13=13(F=7, B=7) 14=-61(F=-30, B=30)
PLATES GRIP
MT20 2441190
Weight: 41 lb FT=10%
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Job
Truss
Truss Type
city
Ply
78236
J5
Jack -Open
4
1
A0289915
Job Reference (optional)
A-1 moor I russes, tort Pierce, FL 34946, design@altrus&wrn Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Sep 25 13:35:284.019 Page 1
ID:In1 ENn4krFMR5vCX81ws4z20vo-ZMtX_CIKIOFVEHAImLs=LA3EsignVl4cXudwgya50T
1-0-0 5-0-0
1-4-0 I 5-0-0
U4=
5-0-0
LOADING(psf)
SPACING-
2-M
Cat.
DEFL. in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.50
Vert(LL) 0.11
4-7
>554
360
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
SC 0.45
Vert(CT) 0.09
4-7
>637
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Hom(CT) -0.00
3
We
n/a
BCDL 7.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 18 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc
pudins.
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 =
122/Mechanical
2 =
27810-M (min. 0-1'-8)
4 =
48/Mechanical
Max Horz
2 =
289(LC 4)
Max Uplift
3 =
-227(LC 5)
2 =
-472(LC 4)
4 =
-183(LC 5)
Max Grav
3 =
162(LC 9)
2 =
284(LC 10)
4 =
77(LC 3)
FORCES. fib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCOL=4.2psf; h=23ft;
Cat. 11; Exp B; Encl., GCpl=0.18; C-C Extedor(2);
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 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 bearing plate capable of withstanding 227lb uplift at
joint 3, 472 lb uplift at joint 2 and 183 lb uplift at joint 4.
LOAD CASE(S)
Standard
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Job
Truss
Truss Type
City
Ply
78236 '
J7
Jack -Open
17
1
AO289916
Job Reference o tional
A-1 KgeT I msses, tort Ylerce, rL 3 IuIb, cesigngaltruss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:35:29 2019 Page 1
ID:In1E14n4krFMR5VCX81ws4z20vo-tYRvCYlz3JNMSRlvK2N9KY)8JGT3Wy7DrBdASHya50S
1-0-0 7-0-0
1-0-0 7-0-0
Dead Load Der. = 1/8 in
JX4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
OEFL.
in
(loc)
I/deb
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.86
Vert(LL)
0.17
4-7
>478
360
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.64
Vert(CT)
-0.20
4-7
>413
240
BCLL 0.0 '
Rep Stress Incr
YES
WE 0.00
Horz(CT)
-0.01
3
n/a
n/a
BCDL 7.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 24 lb
FT = 10%
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 2-2-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 =
178/Mechanical
2 =
349/O-3-8 (min. 0-1-8)
4 =
7011vechanical
Max Horz
2 =
360(LC 4)
Max Uplift
3 =
-269(LC 5)
2 =
-305(LC 4)
4 =
-23(LC 5)
Max Grav
3 =
232(LC 9)
2 =
382(LC 10)
4 =
111(LC 3)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. 11; Exp S; Encl., GCpi=0.18; C-C Extedor(2);
cantilever left and right exposed ; end vertical left
. exposed; Lumber OOL=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
beadng plate capable of withstanding 269 lb uplift at
joint 3, 305 Ito uplift at joint 2 and 23 lb uplift at joint 4.
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Job
Truss
Truss Type
Dry
Ply
78236
J7B
Jack -Open
7
1
A0289917
Job Reference (optional)
A-1 Koot I russes, Fort Pierce, FL 34946, design(galtiuss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 182018 MTek Industries, Inc. Wed Sep 2513:35:294019 Page 1
ID:In1 E14n4krFMR5vCX81ws4z2ovo-1YRvCYlz3JNMsRlvK2N9"9xG?UWyDrBdASHya5OS
-1<-0 7-0-0
1-0-0 I 74)-0
LOADING(psf)
SPACING-
2-"
CSI.
DEFL.
in
(loc)
Udell
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC
0.82
Vert(LL)
0.20
4-7
>423
360
TCDL
10.0
Lumber DOL
1.25
BC
0.68
Ved(CT)
-0.21
4-7
>390
240
BCLL
0.0
Rep Stress Incr
YES
WB
0.00
Horz(CT)
-0.01
3
n/a
We
BCOL
7.0
Code FBC2017/7P12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 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 =
176/Mechanical
2 =
349/0-3-8 (min. 0-1-8)
4 =
72/Mechanical
Max Horz
2 =
360(LC 4)
Max Uplift
3 =
-266(LC 5)
2 =
-302(LC 4)
4 =
-29(LC 5)
Max Grav
3 =
230(LC 9)
2. =
381(LC 10)
4 =
110(LC 3)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psF, h=23ft;
Cat. 11; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
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) Bearing at joint(s) 2 considers parallel to grain value
using ANSI?PI 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 266 lb uplift at
joint 3, 302 lb uplift at joint 2 and 29 Ib uplift at joint 4.
LOAD CASE(S)
Standard
F
Dead Load Deff.=1/8rin
PLATES GRIP
MT20 244/190
Weight: 25 lb FT=10%
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Job
Truss
Truss Type
Cry
Ply
78236
LOG
Hip Girder
1
1
AO289918
�JobReference(opflonal)
A-1 Rpot Trusses, Fort Pierce, FL 34946, deslgn(0la1auss.com
3xe =
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25 13:35:30 2019
1.. 11 I.D. 11
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deb
Lid
TCLL 20.0
Plate Grip DOL
1.25
TC 0.95
Vert(L-)
0.21
7-8
>862
360
TCDL 10.0
Lumber DOL
1.25
BC 0.49
Vert(CT)
0.18
7-8
>976
240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.13
Horz(CT)
-0.05
5
n/a
n/a
BCDL 7.0
Code FBC2017/TPI2014
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 3-8-2 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or3-9-13 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 =
95610-8-0 (min. 0-1-8)
5 =
956/0-M (min. 0-1-8)
Max Hom
2 =
-31(LC 16)
Max Uplift
2 =
-1556(LC 4)
5 =
-1556(LC 5)
Max Grav
2 =
956(LC 1)
5 =
956(LC 1)
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1597/2506, 3-15=-1391/2347,
15-16=-1391/2347, 4-16=1391/2347,
4-5=-1597/2506
BOT CHORD
2-8=-2103/1376, 8-17=-2135/1388,
17-18=2135/1388, 7-18=-2135/1388,
5-7=-2103/1376
WEBS
3-8=-570/330,4-7=570/330
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psh h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; CC Extedor(2);
cantilever left and right exposed; end vertical left
exposed; porch 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.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 15561b uplift
at joint 2 and 1556 lb uplift at joint 5.
7) Hanger(s) or other connection device(s) shall be
provided sufficient to support concentrated load(s) 351
lb down and 398 lb up at 5-0-0, 155 lb down and 191
lb up at 7-0-12, and 155 lb down and 191 lb up at
7-11-4, and 351 lb down and 398 lb up at 10-0-0 on
top chord, and 195 lb down and 332 lb up at 5-0-0, 43
Ib down and 126 lb up at 7-0-12, and 43 lb down and
126 lb up at 7-11-4, and 195 lb down and 332 lb up at
9-11-4 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 1rcrease=1.25
, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-4=-60, 4-6=60, 9-12=14
Concentrated Loads (Ib)
Vert 3=-127(B)4=-127(B)8=-94(B)7=94(13)
15=-62(B) 16=-62(B) 17=-34(B) 18=34(B)
axe =
PLATES GRIP
MT20 2441190
Weight: 58 lb FT = 10%
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Job
Truss
Truss Type
pry
Fly78236
L02
Hip
1
1
V A0289919
Joh Reference o [Tonal
A-T Roof Trusses, Fort Pierce, FL 34946, eesign(maltruss.com
Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Sep 25 13:35:31
ID:ln1E14n4krFMR5vCX81w54z20vo- xZacDKDaxd36kvHSTOePzoVa3il r9WP
4x6 = 4)5 =
3x4 = 1.5x4 II 3x4 =
1.5x4 11
LOADING(psf)
SPACING-
2-M
CSI.
DEFL. in
(lac)
Well
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.79
Vert(L-) 0.24
7-14
>743
360
TCDL 10.0
Lumber DOL
1.25
BC 0.63
Vert(CT) 0.21
7-14
>875
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.09
Horz(CT) -0.01
5
n/a
n/a
BCDL 7.0
Code FBC2017/TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-0-8 oc
puriins.
BOT CHORD
Rigid ceiling directly applied or 4-6-9 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 =
63910-M (min. 0-1-8)
5 =
63910-8-0 (min. 0-1-8)
Max Hom
2 =
-31(LC 5)
Max Uplift
2 =
-1081(LC 4)
5 =
-1081(LC 5)
Max Grav
2 =
643(LC 10)
5 =
643(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-796/1259, 3-4=675/1247,
4-5=-796/1259
BOTCHORD
2-8=-955/635, 7-8=-968/639,
5-7=-955/635
WEBS
3-8=-324/190, 4-7=324/190
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed ; end vertical left
exposed; porch 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 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 2-0-0 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 1081 lb uplift
at joint 2 and 1081 lb uplift at joint 5.
LOAD CASE(S)
Standard
Dead I-oad Defl.=1/161n
1�
PLATES GRIP
MT20 2441190
Weight: 62 lb FT=10%
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Job
Truss
Truss Type
OtY
Ply
78236 '
L03
Common
1
1
A0289920
Job Reference o Uonal
A-1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.mm Run: 8.210 a May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc. Wed Sep 25
3.
4x6 =
3x4 = 1.5x4 It 3x4 =
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL in
(loc)
Vdefl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.84
VeR(LL) 0.26
6-12
>690
360
TCDL
10.0
Lumber DOL
1.25
BC 0.78
Vert(CT) 0.22
6-12
>813
240
BCLL
0.0 '
Rep Stress [nor
YES
WB 0.19
Horz(CT) -0.01
4
We
n/a
BCDL
7.0
Code FBC2017/IPI2014
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 or4-7-5 oc
purins.
BOTCHORD
Rigid ceiling directly applied or4-10-4 oc bracing.
MiTek recommends that Stabilizers and require
tl
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (Ib/size)
2 =
639/0-M (min. 0-1-8)
4 =
63910-M (min.0-1-8)
Max Horz
2 =
31(LC 4)
Max Uplift
2 =
-1083(LC 4)
4 =
-1083(LC 5)
Max Grav
2 =
645(LC 10)
4 =
645(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-789/1254, 3-4=-789/1254
BOTCHORD
2-6=-944/625, 4-6=944/625
WEBS
3-6=-651/306
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed; end vertical left
exposed; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
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) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 1083 lb uplift
at joint 2 and 1083 lb uplift at joint 4.
LOAD CASE(S)
Standard
Dead Load Dee. =1116 In
11
PLATES GRIP
MT20 244/190
Weight: 57 lb FT=10%
Job
Truss
Truss Type
Dry
Py
,
78236
VO4
Valley
1
1
A A0289921
Job Reference o Clonal
H-i morn i russes, ron rierce, rL aaenb, aesignLwatvuss.com mun: b.ztu s may 18 zm6 ennu 6.21u s may 18 zula Mu ex
6.00 12 2 3.4 =
2x4 4
2x4 1
i
LOADING(psf)
SPACING-
2-M
CSI.
DEFL.
in (loc)
Udell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.06
Vert(L-)
n/a -
n/a
999
MT20 2441190
TCDL 10.0
Lumber DOL
1.25
BC 0.08
Vert(CT)
n/a -
me
999
BCLL 0.0
Rep Stress ]nor
YES
WB 0.00
Horz(CT)
0.00 3
n/a
n/a
BCDL 7.0
Code FBC2017[rP12014
Matrix-P
Weight: 10 lb FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
SOT CHORD 2x4 SP No.2
BRACING- LOAD CASE(S)
TOP CHORD Standard
Structural wood sheathing directly applied or 4-0-0 oc
purlins.
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)
1 = 101/3-11-0 (min. 0-1-8)
3 = 101/3-11-0 (min.0-1-8)
Max Uplift
1 = -98(LC 4)
3 = -98(LC 4)
Max Grav
1 = 120(LC 9)
3 = 120(LC 9)
FORCES. (lb)
Max. Comp.lMax. Ten. - All forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. 11; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
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-" 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 98 lb uplift at joint
1 and 98 lb uplift at joint 3.
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e.y�tlP�Tw�Ou¢w, &"dT eN^em.dTiw r�N�f�Tl, wbnef�ee�6WN�CONUTvv�w�A+aMYCRb�w¢nf.lY OPv ITErgiweMOrM BuffivOncevirm BlvaE,yrtl�rr6Ybq cv Oau: W'Pll o
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Job
Truss
Truss Type
Dry
Ply
78236 '
VO8
Valley
1
A0289922
Job Reference (optional)
A-1 Roof Trusses, Fort Pierce, FL 34946. design@altluss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MlTek Industries, Inc. Wed Sep 25 13:35:33 2019 Page 1
ID:In1 E14n4krFMR5vCX81ws4z20vc-wKhQ1vLT6YtnL22gZUS6UOtzxtW VSmSpmobOb2ya50O
4-0-0 8-M
4-0.0 4-
4x4 =
4
2x4 O 1.5x4 11 2x4 Q
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
Lid
TCLL 20.0
Plate Grip DOL
1.25
TC 0.24
Vart(LL)
n/a -
n/a
999
TCDL 10.0
Lumber DOL
1.25
BC 0.10
Vert(CT)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.06
Horz(CT)
0.00 3
n/a
n/a
BCDL 7.0
Code FBC2017/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
pudins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection, in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 =
129/7-11-0 (min. 0-1-8)
3 =
12917-11-0 (min.0-1-8)
4 =
241/7-11-0 (min.0-1-8)
Max Uplift
1 =
-136(LC 4)
3 =
-136(LC 4)
4 =
-157(LC 4)
Max Gmv
1 =
154(LC 9)
3 =
164(LC 9)
4 =
269(LC 9)
FORCES. (Ib)
Max. Comp./Max. Ten. - Al forces 250 (lb) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psh, h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exlerior(2);
r cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
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 136 lb uplift at
joint 1, 136 lb uplift at joint 3 and 157 lb uplift at joint 4.
LOAD CASE(S)
Standard
PLATES GRIP
MT20 244/190
Weight: 25 lb FT=10%
P.papmgNy,�r,wb'Yf PCCP 21gI68E61.6R1ER}CEIERµ TF)SfB MfM9rtlpyStL61M¢R(gVYEFf/GgImu.V�N/�ynraTeuMa�nC Mvb ,n Ca T„slYynpniq{IWf vGps
t 6}afyFryewe�nmeMell6�w WknaPvnn WYGmOviW. mfC4jmmti[le{npef eFs9wvn84eu TDD Mr44 H�h,m 0.s$n Fpnwrvgf .4 fb Erylnwr).MwtlmuyidTn�wu�bm
J.vpIBDu" PE 6]8W
of Ow WluYnNwq.'�,�pnewwLWTbrM WY�nMWny4Tem 6v4NmMTCOMT,,n1TPo1, i,e �mv,p4mT, knfiyem..+Lw.eWgtiyWu�ppv ignlmgbiPp4dvrvwrlEytl9s
NRyelpuu FJymeeNq fA 91815
0.r,s. Ll On,n�MWCAvfSM.wMBNLq M1,pW,.nMmT4lE4 RT.N®G.bu{NH9mi e9TM.T1n n.4^wVdO�TOD M'6tlmNMTrva.E�'-Y'b58f^M.fIUR�.Mt�Yltlm wldri%sliibMn
NOwGUMMDVYPwntlCWm..O➢.,o�aMvdnew TLMNea waf>nWP+�II+,aen GUW Comyw.,IFY,)n,w,MriBEPJW eNTHed EBG�rtIm�ol byevn Bl Tttf bTr�hmmYme�ae
45f R514LM
Fm
ONotlWinn Drvy�,,6,wNT EagnraN T.w B�iOaM�,✓ieaTn�rbhnf Er�D�.ugW�Kan�IiO LrYpM LrM�1.T1�8 tYEry+we-s NOiw,biSp D�proTm 6PNnEnp�rtlmTduffiq.N
IMI.8
Cdu: W1iRJ1B
mpil-M WnfmNEe6relFThf.Dayr�OSgdMi P7Aiwu-tltmGassm„tFurr/pnllpSMJ�ganEn�gw,pmmv,pM RW T,¢m
Job
Truss
Truss Type
Oty Ply
78236
V72
Valley
1 1
A0289923
Job Reference (options[)
A-i Root Trusses, von tierce, FL ;14948, design(malwss.com Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MiTek Industries, Inc- Wed Sep 25 13:35:34'1019 Page 1
- _ ID:InIE14n4krFMR5vCX81ws4z20vo-OWFOFFM5ts?e rds7czLicO6XHpPBCty_SLx7UyaSON
4x4 =
2
3x4 G 4 3x4 1
1.5.4 II
11-11-8
LOADING(psf)
SPACING- 2-M
CSI.
DEFL. in (Joe) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Gdp DOL 1.25
TC 0.38
Vert(L-) n1a - n/a 999
MT20 2441190
TCDL 10.0
Lumber DOL 1.25
BC 0.25
Vert(CT) n/a - n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.09
Horz(CT) 0.00 3 n/a n/a
BCDL 7.0
Code FBC2017/rP12014
Matrix-S
Weight: 39 lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
purins.
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)
1 =
183/11-11-0 (min. 0-1-8)
3 =
183/11-11-0 (min.0-1-8)
4 =
428/11-11-0 (min.0-1-8)
Max Uplift
1 =
-158(LC 4)
3 =
-158(LC 4)
4 =
-279(LC 4)
Max Grav
1 =
210(LC 9)
3 =
210(LC 9)
4 =
473(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-4=347/292
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10: Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed ; end vertical left -
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
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 158 lb uplift at
joint 1, 158 lb uplift at joint 3 and 279 lb uplift at joint 4.
LOAD CASE(S)
Standard
Job
Truss
Truss Type Oty
ply78236
'
V16
Valley 1
1
A0289924
Job Reference o llonal
A-1 Root Trusses, Fort Pierre, FL 34946, design@altruss.wm Run: 8.210 s May 18 2018 Print: 8.210 s May 18 2018 MTek Industries, Inc. Wed Sep 2513:35:34 2019 Page 1
ID:lnlEl4n4krFMR5vCX81vrs4z2Ovo-OWFoFFM5ts?e Cds7=L1o00fH11BBDy_Stx7Uya50N
B-0-0 I 16-0-0
8-0-0 8-0-0
5x6 11
i
3x4 6 4 3.4,1
1.5x4 II
0-0-8
15-11-8
LOADING(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Vdefl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.76
Vert(LL)
n/a -
n/a
999
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.46
Vert(CT)
n/a -
n/a
999
BCLL 0.0
Rep Stress lncr
YES
WB 0.13
Horz(CT)
0.00 3
n/a
n/a
BCDL 7.0
Code FBC2017ITP12014
Matrix-S
Weight: 53 lb
FT = 10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 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 oulde.
REACTIONS. (lb/size)
1 =
252/15-11-0 (min. 0-1.8)
3 =
252115-11-0 (min.0-1-8)
4 =
587/15-11-0 (min.0-1-8)
Max Upl'dt
1 =
-195(LC 4)
3 =
-195(LC 4)
4 =
-340(LC 4)
Max Grav
1 =
281(LC 9)
3 =
281(LC 9)
4 =
637(LC 9)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
WEBS
2-4=465/364
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
• Vasd=124mph; TCDL=4.2psf; BCDL=4.2psf; h=23ft;
Cat. II; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed ; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
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.
6) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 195 lb uplift at
joint 1, 19516 uplift at joint 3 and 340 lb uplift at joint 4.
LOAD CASE(S)
Standard
Job
Truss
Truss Type
Oty
Ply
78236
V19
Valley
1
1
s A0289925
Job Reference (optional)
.-, Rwi „u�sub, rum Fiume, FL .weao, aesignLaaiuuss.com nun: a.z1u s May 1a zuia Print. B.ziu s May 18 2018 MITek Industnes, Inc. Wed Sep 25 13:35:35t019 Pagel
ID:lnl E14n4krFMR5vCX81 ws4z20vo-sioAShNke97VaMC3hJUaZpzL_gChwgn5064Ufwya50M
4.4 =
3x4 G 17 16 15 14 13 12 11 10 3x4
3x4= 3x4= 3x4=
LOADING(psf)
SPACING- 24)-0
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip
p DOL 1.25
TC 0.08
Vert(L/a
n -
n/a
999
MT20 2441190
TCDL 10.0
Lumber DOL 1.25
BC 0.05
Vert(CT)
n/a -
n/a
999
BCLL 0.0
Rep Stress Incr YES
WB 0.05
Horz(CT)
0.00 9
n/a
n/a
BCDL 7.0
Code FBC20171TP12014
Matdx-S
Weight: 89 lb FT=10%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 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. All bearings 18-11-0.
(lb) - Max Uplift
All uplift 100 lb or less at joint(s) 1,
9, 17, 10 except 14=-137(LC 4),
16=-167(LC 4), 12=-137(LC 4), 11=-167(LC
4)
Max Grav
All reactions 250 lb or less at joint(s)
1, 9, 13,14,16,17.12, 11, 10
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
NOTES-
1) Unbalanced roof live loads have been considered for
this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust)
Vasd=124mph; TCDL=4.2psf; BCDL=4.2psF h=23ft;
Cat. 11; Exp B; Encl., GCpi=0.18; C-C Exterior(2);
cantilever left and right exposed; end vertical left
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) 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.
4) All plates are 1.5x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom
chord live load noncencurent with any other live loads.
8) • 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-M wide will fit between the
bottom chord and any other members.
9) Provide mechanical connection (by others) of truss
to bearing plate capable of withstanding 100 lb uplift at
joint(s) 1, 9, 17, 10 except (jt=lb)14=137. 16=167,
12=137. 11=167. 1
LOAD CASE(S)
Standard
JUNt 20, 2019
TYPICAL HIP / KING JACK CONNECTION I STDTLO1
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
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.
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
& (3) 16d Toe Nails @ BC
I
Attach King Jack w/ (3) 16d Toe
,Nails @ TC & BC
3ch Corner Jack's
(2) 16d Toe Nails
) TC & BC (Typ)
Attach Corner Jack's
w/ (2) 16d Toe Nails @ TC &
BC (Typ)
Ja BO PEMW
xfomXwb 6pseCnr{C.31M
.1si swee Biw.
D P 01916
m: Bsnrzale
FEBRUARY 17, 2017 1 ALTERNATE GABLE END BRACING DETAIL I STDTLb3
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
V-3'MAX.
DIAG. BRACE
AT 1/3 POINTS
IF NEEDED
IT IS THE RESPONSIBILITY OF THE SLOG.
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)
2X6 DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
M — tad uen a eun errnr=n -
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - 16d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS. (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
\ BRACE AND THE TWO TRUSSES ON
\ EITHER SIDE AS NOTED. TOENAIL
\ BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH ENO. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
(5) - 10d COMMON WIRE NAILS.
END WALL
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL
NAILING SCHEDULE:
- FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05% 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (131'
X 3') NAILS SPACED 6' O.C.
- FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 021 O5), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
(131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM).
STRUCTURAL
GABLE TRUSS /
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. AL
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
\S ARE NOT ADDRESSED HERE. /
STANDARD GABLE
\S /
"" —ORAL
TRUSS
.iTUD
AN ADEDUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
.eaaw,w vE ume
WIubNWfp EigYypinp
YSf 6t l,tle @A.
R Ruw.R 9,W8
Om: 09T/e01p
JULY�17, 2017 I STANDARD PIGGYBACK TRUSS I 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 3494�
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' D.C.) A PURLIN
TO BE LOCATED AT EACH BASE TRUSS JOINT.
ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 2' X 8'
TEE -LOCK MULTIUSE CONNECTION PLATES SPACED 48'O.C. PLATES
SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C.
STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH
FOUR (4) 6d (1.5- X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM
UPLIFT CAPACITY OF 377 LBS. AT EACH 2' X 8' TEE -LOCK MULTI -USE
CONNECTION PLATE. (MINIMUM OF 2 PLATES)
ATTACH EACH PURLIN TO THE TOP CHORD OF
THE BASE TRUSS.
(PURLINS AND CONNECTION BY OTHERS)
BASE TRUSS
REFER TO ACTUAL TRUSS DESIGN DRAWING FOR
ADDITIONAL BASE TRUSS INFORMATION. -
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JULY 17, 2017 I TRUSSED VALLEY SET DETAIL - SHEATHED I STDTL05
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409.1010
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
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
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
EXPOSUREC
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24- O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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FEBRUARY 5, 2018 I TRUSSED VALLEY SET DETAIL STDTL06
1 GENERAL SPECIFICATIONS:
1. NAIL SIZE=3'X0.131'=10d
2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24.O.C. MAXIMUM) AND SECURE PER DETAIL
'A'.
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
A-1 ROOF TRUSSES TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
A-11 ST. ROOF
LUCIE BLED.1 6. NAILING DONE PER NDS -01.
FORT PIERCE, FL BLVD.
I GABLE END, COMMON 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C.
772-009-1070 TRUSS, OR GIRDER
TRUSS
SECURE
W/(
VALLEY TRUSS y II I II I II IIASE TRUSSES
(TYPICAL) II
DETAIL A
(NO SHEATHING) N.T.S.
GABLE END, COMMON
TRUSS, OR GIRDER
P r2 VALLEY TRUSS TRUSS
(TYPICAL)
SEE DETAIL'A'
BELOW (TYP.)
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS3 (1/4' X 3-) WOOD SCREWS
INTO EACH BASE TRUSS.
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
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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JULY 17, 2017 1 vr%L-L-L_ 1 vL_ 1 LPL_ 1 P11L STDTL07
(HIGH WIND VELOCITY)
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
ATTACH VALLEY TRUSSES TO LOWER TRUSSES
WITH USP RT7 OR EQUIVALENT.
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
CATERGORY II BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE: 1.60-
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24- O.C. (BASE AND VALLEY)
SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' -10' ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER.
NON -BEVELED
BOTTOM CHORD
FOR BEVELED BOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
V.
NOTE: VALLEY STUD SPACING NOT TO
EXCEED 48" O.C. SPACING.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6/12 (MAXIMUM
12/12 PITCH)
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F�BRUARY 17, 2017 I STANDARD GABLE END DETAIL 1 STDTL08
A-1 ROOF TRUSSES
4461 ST. LUCIE SLVD.
FORT PIERCE, FL 3494
772409-1010
TYPICAL 2X4 L-BRACE
NAILED TO 2X4 VERTICALS
W/10d NAILS, 6' O.C.
VER
STUI
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICAL
2X6 SP OR SPF
STUBVBRACE
#2 DIAGONAL
BRACE
(4) - 16d
NAILS16d
NAILS
SPACED- G' D.C.
C2) lOd NAILS
INTO 2X62X6
SP DR
SPF #2
2X4 SP OR
SPF #2L
HORIZONTAL
NAILED TO
RTICALS
SECTION A -A
W/(4) -10d NAILS
DIAGONAL BRACE 4' - 0' BE. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS
FOR TRU55 DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
Q TOENAIL BLOCKING TO TRUSSES
VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED.
* WITH (2) - 10d NAILS AT EACH ENO.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
(4) Bd NAILS MINIMUM,
3X4= PLYWOOD SHEATHING TO
B 2X4 STO SPF BLOCK
*
DIAGONAL BRACING ** L - BRACING REFER v
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1.
MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BDTTDM CHORDS.
/
2.
CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO
12' MAX.
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
S.
BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C.
DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
/
AT 4'-0'D.C.
S.
CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIOSPAN DF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) 10d 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.
OD NOT USE FLAT BOTTOM CHDRO GABLES NEXT TO SCISSOR TYPE AT 1/3
POINTS
TRUSSES. IF
NEEDED
10.
10d AND 16d NAILS ARE 0131'X3.0' AN13 0131'X35' COMMON WIRE NAILS
RESPECTIVELY. -
11.
SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIS/ALSC. '
MINIMUM STUD
SIZE SPECIES
AND GRADE
STUD
SPACING
WITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
- BRACE
(2) DIAGONAL
BRACES AT
1/3 POINTS
MAXIMUM STUD LENGTH
2X4SP#31STUD
12°O.C.
3&10
5&11
6611
11-1-13
2X4 SP#31 STUD
16°O.C.
3-3-10
4-9-12
6&11
940-15
2X4SP#31STUD
24°O.C.
2-M
3-11-3
54-02
8-1-2
2x4SP#2
12'O.C.
3-10.15
5&11
6-6-11
11-8-14
2X4SP#2
16.O.C.
3&11
4-9.12
6&11
10-8.0
2x4SP#2
24°O.C.
3-1-4
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 IOd NAILS 6' O.C., WITH 3' MINIMUM ENO DISTANCE. BRACE MUST COVER
S(r/ OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
ROOF
SHEATHING
/ (2) - 10d
NAILS
TRUSSES @ 24' D.C.
2X6 DIAGONAL BRACE
SPACED 48' D.C. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
(SEE SECTION A -A)
ENO WALL
FEET
FEBRUAY 17, 2017
LATERAL BRACING RECOMMENDATIONS I STDTL10
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
T72409-1010
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: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
OF THE METHODS ILLUSTRATED BELOW.
NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM END TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
CONNECTED, BY OTHERS, AT THE ENDS.
USE METAL FRAMING
ANCHOR TO ATTACH
TO TOP CHORD
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS
CATTACH TO VERTICAL
SCAB WITH (3) -
NAILS (0131' X 3').).
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (OO NOT
USE DRYWALL TYPE SCREWS)
ATTACH TO VERTICAL
WEB WITH (3) - IOd
NAILS (0131' X 3')
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
(2) - 10d NAILS (0131'
X 3') IN EACH CHORD
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
(D.216' OIA1
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH
ANCHOR TO ATTACH WEB WITH (3) - 10d SCAB WITH (3) - 10d OUTSIDE FACE OF CHORD INTO
TO BOTTOM CHORD NAILS (0131' X 3') NAILS (0.131' X 3') EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS)
TRUSS � r STRONGBACK I (TYPICAL SPLICE) S) � (BY OTHER1 BC B BLOCKING
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).
,(
FEBRUARY 17, 2017 LATERAL TOE -NAIL DETAIL STDTL11�
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH -AND-EXI1`AT-THE-BACK-CORNE(Z-DF-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.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA
SP
OF
HF
SPF
SPF-S
.131
88.0
80.6
69.9
68.4
59.7
o.135
93.5
85.6
74.2
72.6
63.4
J
in
.162
108.8
99.6
86.4
84.5
73.8
ei
.128
74.2
67.9
58.9
57.6
50.3
z
p
.131
75.9
69.5 -
60.3
59.0
51.1
J
N
.148
81.4
74.5
64.6
63.2
52.5
m
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 B45 (LB/NAIL) X 115 (DOL) = 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 ENO DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
FVF-
NEAR SIDE
SIDE VIEW
(2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 60'
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FEBFNARY17,2017 I UPLIFT TOE -NAIL DETAIL I STDTL12
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-4094010
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 R005 (LB/NAIL)
DIA.
SP
OF
HF
SPF
SPF-S
0
.131
59
46
32
30
20
z
J
.135
60
48
33
30
20
.162
72
58
39
37
25
J
2
(,
.128
54
42
28
27
19
Z
Z
OJ
.131
55
43
29
28
19
LU
.148
62
48
34
31
21
J
L0
J
N
Z
.120
51
39
27
26
17
(�
Z
.128
49
38
26
25
17
O
.131
51
39
27
26
17
0
.148
57
44
31
28
20
M
NU I tS:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER ENO AS SHOWN.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - 16d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WINO DOL OF 133:
3 (NAILS) X 37 (LB/NAIL) X 133 IDOL FOR WINO) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF LED: '
3 (NAILS) X 37 (LB/NAIL) X 1.60 (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEIS (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
fie USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE
FAR S',
)E
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
:L
NAIL
NAIL
SIDE VIEW
END VIEW
FEBRUARY 5, 2016 TYP 2.2 NAILER ATTACHMENT STDTL13 "
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
-1.3X4
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.
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Apra 1 is2016 TYPICAL ALTERNATE BRACING DETAIL STDTLI4
Y FO EXTERIOR FLAT GIRDER TRUSS
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
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.
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FEBRUARY 17 2017 I STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTC15,
DAMAGED OR MISSING CHORD SPLICE PLATES
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK *
X
(INCHES)
MAXIMUM FORCE (LBS) 15% LOAD DURATION
SP
OF
SPF
HF
2X4
2X6
—2X4
--2X�—
—2X4--
—2X6—
—2X4- -
—2X6—
2X4—
2X6 —
20
30
24'
1706
2559
1561
2342
1320
1980
1352
2028
26
39
30'
2194
3291
2007
3011
1697
2546
1738
2608
32
48
36'
2681
4022
2454
3681
2074
3111
2125
3187
38
57
42-
3169
4754
2900
4350
2451
3677
2511
3767
44
66
0.
3657
5485
3346
5019
2829
4243
289E
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
2
BREAK
10d NAILS NEAR SIDE d \
+ 10d NAILS FAR SIDE4XiMIN
6' MIN
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN
THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOIO
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.eo�wvc
S. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. wiw xw.. e,enrnme
6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. Ft ib�
w 0e .0,e
FEBRUhY17,2017 SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34M
7724MI010
TRUSS CRITERIA:
LOADING: 40-1D-D-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2X6
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
ENO BEARING CONDITION
NOTES:
1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 407 SPACED 24'
O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.