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26' 9"
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ST. LUCIE/+C�+OUNTY
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OFr. 2 12020
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FILE COPY
OP DRAWING I SUBMITTAL REVIEW
APPROVED APPROVED AS NOTED
0R VISE AND RESUBMIT ❑REJECTED
ry SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND
50 GENERAL CONFORMANCE TO CONTRACT DOCUMENTS
ONLY THE.. CONTRACTOR IS RESPONSIBLE FOR
CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE
FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION
PROCESSES AND TECHNIQUES OF CONSTRUCTION,
COORDINATION OF HIS WORK WITH OTHER TR6DES AND
FUL PP}IANCE WTHCONTRACTDO UMEN
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DETAIL
VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PgIOR TO APPROVAL
SOME CEILING FRAMING REQUIRED. IN FIELD BY BUILDER
MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7-10
IMPORTANT
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY a
This Drawing Must Be Approved And
WIND LOAD 170 MPH
Returned Before Fabrication Will
WIND IMPORTANCE FACTOR 1.00
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD
Begin, For Your Protection Check All
NONCONCURRENT WITH ANY OTHER LIVE LOADS
Dimensions And 'Conditions Prior TO
--- - - -- -
Approval Of Plan.
ROOF LOADING _
I-LOOR LOADING
SIGNATURE BELOW INDICATES ALL
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL° 40 PSF
BEEN ACCEPTED.
TCDL: 10 PSF
TCDLa 10 PSF
BCDL: 10 PSF
BCDL.: 5 PSF
By Date
CAUTIONH!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-131 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS,
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
The General Contractor is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 2.5112 - 8/12
I
CEILING PITCH: -
TOP CHORD SIZE: 2 X 6
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: Varies
END CUT: Plumb
CANTILEVER: -
TRUSS SPACING: 24"
BUILDiNG1 CODE: F aC2017
BEARING HEIGHT SCHEDULE
BUILDER:
�_--
a7OUTFi ERN E PCSIJR
BLDG GRP
PROJECT: Single Family
MODEL: ARSEN -
RESIDENCE
ADDRESS:'
1101 SAEGER AVE
LOT / BLOCK:I
SUBDIVISION:
CITY:
PORT PIERCE
DRAWN BY:
AV
JOB # :
- 2263426
DATE:
7/9/2020
SCALE:
NWT SI
4408 Airport Road
Plant City, FL 33563
Ph. (813) 305-1300
Fax (813) 305-1301
TOTAL: 40 PSF TOTAL: 55 PSF
DURATION: 1.25 DURATION: 1.0
-
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REVIEWED FOR
CODE COMPLIANCE
T. LUCIE COUNTY
BOCC
FILE Cpp,
?-A
OP DRAWING / SUBMITTAL REVIEW
ROVED APPROVED AS NOTED
N
EVISE AND RESUBMIT ❑REJECTED
Archltecioiiie hIG.
wovt PiPrea3, FL 34950
12
2.5 r-
5 7/8
21 611
TYPICAL END
DETAIL
VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL
SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER
MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID WIND ASCE7-10
IMPORTANT
ENCLOSED
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY II
This Drawing Must Be Approved And
WIND LOAD 170 MPH
WIND IMPORTANCE FACTOR 1.00
Returned Before Fabrication Will
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD
Begin. For Your PiOteCilOn Check All
NONCONCURRENT WITH ANY OTHER LIVE LOADS
DimensIons And Conditions Prior To
Plan.
Approval Plan.
ROOF LOADING
�F'LOOR LOADING
SIGNATURE BELOW I ALL
NOTES AND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL: 40 PSF
BEEN ACCEPTED.
TCDL: 10 PSF
TCDL: 10 PSF
By
BCDL: 10 PSF
BCDL: 5 PSF
_____—Date
TOTAL: 40 PSF
TOTAL: 55 PSF
DURATION: 1.25 DURATION: 1.0
CAUTION!!!
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 2.5/12 - 8112
CEILING PITCH: -
TOP CHORD SIZE: 2 X 6
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: Varies
END CUT: Plumb
CANTILEVER: -
TRUSS SPACING: 24"'
BUILDING CODE: FBC2617
BEARING HEIGHT SCHEDULE
Hatch Legend
�9 - 7 1/8" A.F.F.
10'- 1 1 /8" A. F. F.
14' - 4" A. F. F.
22' - 3" A.F.F.
BUILDER:
U H� ERN EX OSURE
BLDG GRP
PROJECT:I
MODEL:
Single Family
LARSEN
RESIDENCE
ADDRESS:
1101 SAEGER AVE
LOT/ BLOCK:
SUBDIVISION:
CITY:
FORT PIERCE
DRAWN BY:
AV
JOB #':
2263426
DATE:
7/9/2020
SdA(�.E
NTS
PLAN DATE.
2020 �
REVISIONS:
1.
2.
3.
4.
Job
Truss
Truss Type
ty
y
2263g26
Al GE
Common Supported Gable
1
1
Job Reference (optional)
Builders FlrstSource, H Pierce, Fl-
hun: tl.4ZU S AU LS zuzu vmm:
ID:WQVyBM2 F1TBnQPx_
13-10-0
5x6 =
^^ - 10
27-8-0
v
9I7
a
5x6 =
27-4-8 248-0
27-4-8 0-3-8
Plate Offsets (X,Y)-- (26:0-3-0,0-3-01
Scale = 1:59.4
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/dell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.21
Vert(LL)
-0.01
19
n/r
180
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.17
Vert(CT)
-0.01
19
n/r
120
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.22
Horz(CT)
0.02
18
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 223 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 10-26
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 27-8-0.
(lb) - Max Horz2=-575(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 26 except 2= 255(LC 8), 27=-159(LC 12), 28=-229(LC 12),
29=-209(LC 12), 30=-203(LC 12), 31=-236(LC 12), 32=-114(LC 12), 25= 134(LC 13), 24=-237(LC 13),
23=-209(LC 13), 22=-203(LC 13), 21=-236(LC 13), 20=-103(LC 13), 18=-107(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 27, 28, 29, 30, 31, 32, 25, 24, 23, 22, 21, 20 except 2=301(LC
20), 26=401(LC 13), 18=272(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3= 462/428, 3-4=-391/388, 4-5=-340/333, 5-6=-303/322, 6-7=-292/327, 7-8=-265/404,
8-9=-382/495, 9-10= 452/549, 10-11=-452/549, 11-12=-382/465, 12-13=-263/321,
17-18=-265/299
BOT CHORD 2-32=-258/390, 31-32=-258/390, 30-31=-258/390, 29-30=-258/390, 28-29=-258/390,
27-28=-258/390, 26-27=-258/390, 25-26= 258/390, 24-25=-258/390, 23-24=-258/390,
22-23=-258/390, 21-22=-258/390, 20-21=-258/390, 18-20= 258/390
WEBS 10-26=-386/261, 8-28=-256/250, 4-31= 252/250, 3-32=-322/161, 12-24= 256/258,
16-21=-252/250, 17-20= 326/151
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Corner(3) -2-0-0 to 1-0-0, Exterior(2) 1-0-0 to 13-10-0, Corner(3) 13-10-0 to 16-10-0,
Exterior(2) 16-10-0 to 29-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown;
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 2x4 MT20 unless otherwise indicated.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This yuss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26 except Qt=lb)
2=255, 27=159, 28=229, 29=209, 30=203, 31=236, 32=114, 25=134, 24=237, 23=209, 22=203, 21=236, 20=103, 18=107.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 18.
LOAD CASE(S) Standard
Job
Truss
pe
tyy2263426
A2
7r.U-s-s
3
1IN
Job Reference (optional) `
a
�1
Plate Offsets
3x8 =
nun, o.4eu s ru eo eueu rrune 0.4eu
ID:WgVyBM2Y iTBnQPx_?7aCE.
13-10-0 21-3-9
7-5-9 7-5-9
5x6 =
9-4-9 18-3-7
e0 eVeU IMI IeK InUU5Ine5, Inc. rn uec lit ]z::Sl:bb euC ra e I
-82wsaSmUYc01QOHA_xYH5n4Lun83Nsckj7dYWsy I?n
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.50
Vert(LL)
-0.31 10-12
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.81
Vert(CT)
-0.42 10-12
>784
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.41
Horz(CT)
0.05 8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1227/0-6-0 (min. 0-1-8), 8=1227/0-6-0 (min. 0-1-8)
Max Horz 2=-575(LC 10)
Max Uplift2=-869(LC 12), 8=-869(LC 13)
Max Grav2=1288(LC 19), 8=1288(LC 20)
Scale = 1:59.1
PLATES GRIP
MT20 244/190
Weight: 176 lb FT = 20
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-11-3 oc bracing.
WEBS 1 Row at midpt 5-10, 5-12
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19= 2123/1012, 3-19=-2072/1037, 3-4=-2032/1006, 4-20=-2026/1025, 5-20=-1981/1041,
5-21= 1981/1042, 6-21=-2026/1026, 6-7=-2032/1007, 7-22=-2071/1037, 8-22= 2123/1013
BOT CHORD 2-12=-976/1681, 12-23=-329/1042, 11-23=-329/1042, 11-24=-329/1042, 10-24=-329/1042,
8-10=-623/1720
WEBS 5-10=-535/895, 7-10= 767/711, 5-12=-534/895, 3-12=-767/710
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 13-10-0, Exterior(2) 13-10-0 to 16-10-0,
Interior(1) 16-10-0 to 29-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=869,
8=869.
LOAD CASE(S) Standard
Job
Truss
Truss Type
ty
y
2263426
A3
Common
6
1
Job Reference (optional)
buuoers mrstsource, rt tierce, ru nun: n.4<u s Nu zo cueu rrint: o.wcu s „u co tutu rvu en mousuies, u,c. rn ueu ,a ,ca, ar cu<u a e
ID:WgVyBM2Y 1TBnQPx_?7aCEzef8-cEUEoom6Jw8u1AsMYf3We?cWbBT96JstynN621y ?m
2-0-0 6-3-13 13-10-0 21-3-12 27-4-0
2-0-0 6-3-13 7-6-3 7-5-12 6-0-4
5x6 =
5
8
IP2
3x6 =
9-4-7 18-3-8 27-0-8 27r4-0
9-4-7 8-11-1 8-9-0 0_3-8
Scale = 1:58.4
Plate Offsets (X,Y)--
f2:0-6-0,0-0-61, (8:Edge,0-0-14j
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.50
Vert(LL)
-0.31
9-11
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.82
Vert(CT)
-0.43
9-11
>757
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.41
Horz(CT)
0.05
8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 170 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=1218/0-6-0 (min. 0-1-8), 8=1089/Mechanical
Max Horz 2=549(LC 9)
Max Uplift2=-865(LC 12), 8=-721(LC 13)
Max Grav2=1277(LC 19), 8=1139(LC 20)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing.
WEBS 1 Row at midpt 5-11, 5-9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-18=-2109/1009, 3-18=-2058/1033, 3-4=-2010/994, 4-19=-2003/1013, 5-19= 1958/1030,
5-20=-1898/1047, 6-20=-1943/1030, 6-7=-1950/1012, 7-21 =-1 987/1036, 8-21=-2040/1013
BOT CHORD 2-11 =-1 034/1653, 11-22=-382/986, 10-22=-382/986, 10-23=-382/986, 9-23=-382/986,
8-9= 702/1550
WEBS 3-11=-767/710, 5-11=-528/892, 5-9=-522/792, 7-9=-676/697
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 13-10-0, Exterior(2) 13-10-0 to 16-10-0,
Interior(1) 16-10-0 to 27-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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, with BCDL = 10.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=865,
8=721.
LOAD CASE(S) Standard
Job
FrusS
Truss Type
ty
y
2263426
A4G
Hip Girder
1
2
'Job Reference (optional)
uumers rirsioource, ri rierce, rL Hun: dAZU s Aug Zb ZUZU Print: a.42U s Aug 2b 2020 Mi I eK Industries, Inc. Fn Dec 18 12:31:58 2020 Page 1
ID: WgVyBM2YF1 TBnQPx_?7aCEzefBH-4Q2c?8nk4DGIfKRZ6MalAC9gcbrMrh 11 AR6fbly7l?I
-2-0-0 6-6-7 12-8-0 15-0-0 21-1-9 27-4-0
2-0-0 6-6-7 6 6-1-9 6-2-7
3x4 =
ZX4
5x8 = 6x8 =
Anne
3x4 =
bXb
JXb
0
m
Im
C,
26
Scale = 1:59.5
6-6-7 12-8-0 15-0-0
21-1-9 27-0-8 27-4-0
6-6-7 6-1-9 2-4-0
6-1-9 5-10-15 0-3-8
Plate Offsets (X,Y)--[5:0-5-8,0-2-121,[6:0-4-0,0-2-131,[8:0-0-0,0-0-71,[9:0-4-4,0-1-81,[1 0:0-4-0,0-4-41
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL) 0.30
9-10 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.69
Vert(CT) -0.26
9-10 >999 180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.74
Horz(CT) -0.05
8 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 434 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x6 SP No.2 `Except' BOT CHORD
Rigid ceiling directly applied or 8-6-13 oc bracing.
B2: 2x6 SP M 26
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 8=4503/Mechanical, 2=2450/0-6-0 (min. 0-1-8)
Max Horz 2=509(LC 24)
Max Uplift8=-4689(LC 9), 2=-2154(LC 8)
Max Grav8=4639(LC 34), 2=2450(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3780/3263, 3-4=-3358/3108, 4-5=-3251/3135, 5-20=-3240/3259, 6-20=-3240/3259,
6-7=-3939/3725, 7-8=-6402/6301
BOT CHORD 2-13=-2836/3173, 12-13=-2836/3173, 11-12=-2836/3173, 10-11=-2312/2683,
10-21=-5034/5209, 21-22=-5034/5209, 22-23=-5034/5209, 9-23=-5034/5209,
9-24=-5034/5209, 24-25=-5034/5209, 25-26=-5034/5209, 8-26=-5034/5209
WEBS 3-13=0/251, 3-11=-673/691, 5-11=-935/1190, 5-10=-2437/2367, 6-1 0=-1 898/1897,
7-10=-2796/3068, 7-9=-2757/2664
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 8=4689,
2=2154.
10),Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2337 lb down and 2030 lb up at
17-7-8, 581 lb down and 683 lb up at 18-8-4, 578 lb down and 668 lb up at 20-8-4, 578 lb down and 668 lb up at 22-8-4, and 578 [b
down and 668 lb up at 24-8-4, and 508 lb down and 579 lb up at 26-8-4 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
Continued on page 2
Job
Truss
I russ I ype
Qty
Ply
2263426
MG
Hip Girder
1
2
Job Reference (optional)
Builders FrstSource, Ft Pierce, FL
Hun: 8.42o s Au gg z�b Zug runt: 8.42u s Aug Zb ZUZO MI I eK Inaustnes, Inc. rn uec 1 a 1 Z:a1:ou Zulu ra e Z
ID:WgVyBM2YF1TBnQPx_?7aCEzefBH-Zcc_DUoMrXOcHU?lg45JQirL_BbaBHAP5sD7By I?k
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-60, 5-6=-60, 6-8=-60, 14-17=-20
Concentrated Loads (lb)
Vert: 21 =-2337(B) 22= 481(B) 23=-471(B) 24=-471(B) 25=-471(B) 26=-414(B)
o
russ
russ ype
ty
y
2263426
81 G
Half Hip Girder
1
1
Job Reference (optional
numars nrsmource, i-[ tierce, 1-L Hun: 8.42U s Aug 25 2020 Print: 8.420 s Aug 25 2020 Mil ek Industries, Inc. Fri Dec 18 12:31:59 2020 Pagel
I D:WgVyBM2YF1 TBnQPx_?7aCEZef6H-Zcc_DUoMrXOcH U?lg45JQigT_C8aBJAP5sD7By7l?k
-2-0-0 3-8-12 7-0-0 12-4-12 17-6-0
2-0-0 3-8-12 3-3-4 5-4-12 5-1-4
Scale=1:34.0
7-0-0 15-4-12
4-9-12 0-3-8
Plate Offsets_(X,Y)-- [2:0-6-4,0-0-141, [3:0-4-0,0-2-131, [4:0-4-0,0-4-01, [6:0-3-0,0-3-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL) 0.09
9-12 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.59
Vert(CT) -0.09
9-12 >999 180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.54
Horz(CT) -0.05
6 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 120 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-10-6 oc purlins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3 *Except*
BOT CHORD
Rigid ceiling directly applied or 4-6-12 oc bracing.
W4: 2x6 SP No.2
WEBS
1 Row at midpt 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=1645/Mechanical, 2=1331/0-6-0 (min. 0-1-13)
Max Horz 2=498(LC 8)
Max Uplift6=-1841(LC 5), 2=-1327(LC 8)
Max Grav 6=1 794(LC 33), 2=1514(LC 33)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown \
TOP CHORD 2-3=-1970/1725, 3-13=-1614/1600, 13-14=-1614/1600, 4-14=-1614/1600, 5-6=-417/571
BOT CHORD 2-9=-1603/1607, 9-17=-1313/1290, 8-17=-1313/1290, 8-18=-1313/1290,
7-18=-1313/1290,
7-19-1313/1290, 19-20=-1313/1290, 6-20=-1313/1290
WEBS 3-9=-79/435, 4-9=-391/472, 4-7=0/404, 4-6=-1786/1824
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=1841,
2=1327.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 578 lb down and 642 lb up at 7-0-0,
304 lb down and 313 lb up at 9-0-12, 304 lb down and 313 lb up at 11-0-12, 302 lb down and 331 lb up at 13-0-12, and 302 lb down
and 333 lb up at 15-0-12, and 271 lb down and 334 lb up at 17-3-4 on top chord, and 418 lb down and 246 Ip up at 7-0-0, 72 lb down at
9-0-12, 72 lb down at 11-0-12, 73 lb down and 22 lb up at 13-0-12, and 73 lb down and 22 lb up at 15-0-12, and 89 lb down and 14 lb
up at 17-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 6-10=-20
Continued on page 2
Job
Truss
Truss Type
ty
y
22634r6
B1 G
Half Hip Girder
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Hun: 8.42U S Aug "Lb ZUZU Vnnt: 8.4ZU S Aug Zb ZUZU MI I eK InauStneS, inc. Fn ueC 18 1 Z:3Z:UU ZUZU "age Z
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-1 pANQgp_crWTueaxDncDFdE?DOYNJeZKelbmfdy7l?j
LOPED CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=-253(F) 5=-173(F) 6=-56(F) 9=-236(F) 13=-136(F) 14=-136(F) 15=-149(F) 16-149(F) 17=-44(F) 18=-44(F) 19=-48(F) 20= 48(F)
Job
I russ
ype
ty
y
2263426
B2
THEIUlfHIPss
1
7Job
ference (optional)-
FirstSource, Ft Pierce, FL
Run:8.420 s Aug2�5
ID:WgVyBM2YF1
4-6-0
4-6-0
6x8 = 3x4 =
4 5 15
3x8 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
-0.17
7-9
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.69
Vert(CT)
-0.28
7-9
>755
180
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.74
Horz(CT)
-0.02
7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 2=821/0-6-0 (min. 0-1-8), 7=687/Mechanical
Max Horz 2=611(LC 12)
Max Uplift2= 606(LC 12), 7=-542(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13= 1005/597, 3-13=-998/613, 3-14=-720/427, 4-14=-689/447, 4-5=-665/489
BOT CHORD 2-9=-880/1170, 8-9= 331/403, 8-16=-331/403, 16-17=-331/403, 7-17=-331/403
WEBS 3-9=-596/456, 5-9=-287/475, 5-7=-715/603
ek Industries, Inc. Fri Dec 18 12:32:00 2020 Page 1
Ip_crWTueaxDncDFdE31 OXtJbVKelbmfdy7l?j
2x4 11 Scale=1:39.0
PLATES GRIP
MT20 244/190
Weight: 124 lb FT = 20
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6-2-12 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-3-0, Interior(1)
13-3-0 to 17-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=606,
7=542.
LOAD CASE(S) Standard
Job
russ
Truss Type
ty
y
2263426
�B3
Half Hip
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 2�5 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 1812:32:01 2020 Page 1
I D:WgVyBM2YF1 TBnQPx_?7aCEzef18H-V?kleApcNBeKWo97n UBSornFMoxe23nTsPLJB4y71?i
-2-0-0 5-6-0 11-0-0 17-6-0
2-0-0 5-6-0 5-6-0 6-6-0
5x8 =
15 16
2x4 11
Scale=1:47.1
3x4 =
5-6-0
5-6-0
11-0-0
5-6-0
17-2-8
6-2-8
17,-Fj-O
0-3-8
Plate Offsets (X,Y)--
(4:0-5-4,0-2-121
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
-0.05
6-7
>999 240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.40
Vert(CT)
-0.10
6-7
>999 180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.67
Horz(CT)
-0.02
6
n/a n/a
BCDL 10.0
Code FBC2017lTP12014
Matrix-MSH
Weight: 128 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
BOT CHORD
WEBS
REACTIONS. (lb/size) 2=821/0-6-0 (min. 0-1-8), 6=687/Mechanical
Max Horz2=725(LC 12)
Max Uplift2=-569(LC 12), 6=-606(LC 12)
Max Grav2=849(LC 19), 6=687(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-971/471, 3-13=-957/492, 3-14=-558/314, 4-14=-521/337
BOT CHORD 2-9=-874/1189, 8-9=-874/1189, 7-8=-874/1189, 7-17=-420/551, 6-17=-420/551
WEBS 3-7=-784/553, 4-7=-241 /566, 4-6=-845/647
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6-3-13 oc bracing.
1 Row at midpt 5-6, 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15,
Interior(1) 15-2-15 to 17-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=569,
6=606.
LOAD CASE(S) Standard
oI
russ
russ ype
ty y
2263426 -
B4
Half Hip
1 1
Job Reference (optional)
r[ Pierce, FL Hun: 6.420 s Au�gg 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:02 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-zBH7rVgF8SmB8xkKLCfhL2KLOCCnnadc534tkWy71?h
5-0-2 9-11-0 1 17-6-0
5-0-2 4-10-14 7-7-0
6x8 =
3
13 14
46 = Scale=1:40.5
3
5x6 = 3x8 = x4 =
3x6 11
iil
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.62
Vert(LL)
-0.14
7-10
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.72
Vert(CT)
-0.30
7-10
>698
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.44
Horz(CT)
-0.02
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
LUMBER-
BRACING -
TOP CHORD
2x6 SP No.2
TOP CHORD
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
BOT CHORD
WEBS
REACTIONS.
(lb/size) 1=694/0-6-0 (min. 0-1-8), 5=694/Mechanical
Max Horz1=566(LC 12)
Max Upliftl=-450(LC 12), 5= 570(LC 12)
FORCES. (lb)
- Max. Comp./Max. Ten. - All -forces 250 (lb) or less except when shown.
TOP CHORD
1-11=-941/595, 2-11=-902/607, 2-12=-653/392, 3-12=-616/414, 3-13=-614/470,
13-14=-614/470, 4-14=-614/470, 4-5=-720/652.
BOT CHORD
1-7=-933/1140
WEBS
2-7=-623/542, 3-7=-74/257, 4-7=-637/827
PLATES GRIP
MT20 244/190
Weight: 114 Ib FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6-0-3 oc bracing.
1 Row at midpt 4-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-11-0, Exterior(2) 9-11-0 to 14-1-15,
Interior(1) 14-1-15 to 17-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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, with BCDL = 10.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=450,
5=570.
LOAD CASE(S) Standard
Job
russ
I russ I ype
ty
y
2263426
BS
Half Hip
1
1
Job Reference (optional.)
eunaers mrsm ource, rc merce, rL nw . o. cu . r 9'..0 o.w��
ID:WgVyBM2YFiTBnQPx_?7aCEze 8H-ROrV3rrtvmu215JWwAwtGsaYcYTVxvmKjgQGyy I?g
4-7-6 9-1-8 13-2-0 17-6-0
4-7-6 4-6-2 4-O-8 4-4-0
2x4 11 Scale=1:37.8
6x8 = 3x4 =
3 4 14 5
8 7 15
3x4 = 6
5x6 = 3x8 = 6x8 =
1:3Q:]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.34
Vert(LL)
-0.16
6-8
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.70
Vert(CT)
-0.26
6-8
>804
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.76
Horz(CT)
-0.02
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=694/Mechanical, 6=694/Mechanical
Max Horz 1=521(LC 12)
Max Upliftl=-463(LC 12), 6=-545(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-12= 972/633, 2-12=-936/644, 2-13=-700/440, 3-13=-670/460, 3-4=-650/495
BOT CHORD 1-8=-929/1134, 7-8=-338/403, 7-15=-338/403, 6-15=-338/403
WEBS 2-8=-576/512, 4-8=-298/468, 4-6=-713/613
PLATES GRIP
MT20 244/190
Weight: 119 Ib FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6-0-14 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-1-8, Exterior(2) 9-1-8 to 13-2-0, Interior(1)
13-2-0 to 17-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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, with BCDL = 10.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=463,
6=545.
LOAD CASE(S) Standard
Job
I russ
russ I ype
Qty
y
2263426
B6
Roof Special
1
1
Job Reference (optional)-
irstbource, Ft tierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:04 2020 Page 1
I D:WgVyBM2YF1 TBnQPx_?7aCEZefBH-vaPtGBsVg30vN FuiSdh9QTPm4?xLEQIvZNZzoOy71?f
4-5-2 8-9-0 10-4-8 17-6-0
4-5-2 4-3-14 1-7-8 7-1-8 _
6x8 =
Scale=1:38.0
3x4 = 3x4 = 3x4 =
3x4 =
V
6x8 =
4-5-2 10-4-8
17-2-8 17-fj-0
4-5-2 5-11-6
6-10-0 0-3-8
Plate Offsets (X,Y)-- j4:0-5-4,0-2-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.29
Vert(LL) -0.06
6-7 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.46
Vert(CT) -0.12
6-7 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.59
Horz(CT) 0.02
6 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 122 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 6-7-14 oc bracing.
WEBS
1 Row at midpt 4-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=694/Mechanical, 6=694/Mechanical
Max Horz 1=446(LC 12)
Max Upliftl=-428(LC 12), 6=-520(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-1095/560, 2-13=-1071/571, 2-14=-1346/854, 3-14=-1321/868, 3-4=-950/670,
5-6=-200/252
BOT CHORD 1-9=-777/1123, 8-9-435/667, 7-8-435/667, 6-7= 501/762
WEBS 2-9=-525/536, 3-9=-613/779, 3-7=-362/464, 4-7=-301/424, 4-6=-915/601
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-9-0, Exterior(2) 8-9-0 to 10-4-8, Interior(1)
10-4-8 to 17-4-4 ione;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=428,
6=520.
LOAD CASE(S) Standard
Job
Truss
I russ I ype
tyPly
2263h26
B7
Common
3
1
Job Reference (optional)
builders Hrst6ource, ht fierce, I-L nun- 0.44U s " Za ZUZU rx ?'. a.4Lu 5 Nu La 4u'u "" I tlR ❑IUU"""' "' " c
ID:WgVyBM2Y 1TBnQPx_?7aCEzefB-NmZGTXt7RNBm?PTvOKCOyhyyFPFAzyE3nlJXKry ..
4-7-13 8-9-0 12-10-3 17-6-0
4-7-13 4-1-3 4-1-3 4-7-13
5x6 =
5x6 =
5x8 = 5x6 =
17-2-8 17-E
5
IT
0
Scale=1:37.7
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
1/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.20
Vert(LL)
-0.07
6-12
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.62
Vert(CT)
-0.16
6-12
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.26
Horz(CT)
0.02
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-MSH
Weight: 99 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=700/Mechanical, 5=700/Mechanical
Max Horz 1=318(LC 9)
Max Upliftl=-465(LC 12), 5=-465(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-1244/669, 2-13=-1220/680, 2-14= 1028/554, 3-14=-1002/572, 3-15=-1002/572,
4-15=-1028/554, 4-16=-1220/680, 5-16=-1244/669
BOT CHORD 1-6=-614/940, 5-6=-440/940
WEBS 3-6=-351/771, 4-6=-504/475, 2-6=-504/473
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 7-5-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-9-0, Exterior(2) 8-9-0 to 11-9-0, Interior(1)
11-9-0 to 17-6-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=465,
5=465.
LOAD CASE(S) Standard
Job
Truss
I russ Type
ty y
2263426
B10
Roof Special
1 1
v
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Au
gg 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:05 2020 Page 1
ID:WgVyBM2YF1 TBnOPx_?7aCEzefBH-NmzGTXt7RN8m?PTvOKCOyhypuPlHzt63n1 JXKty71?e
6-10-0 12-1-6 17-6-0
6-10-0 5-3-6 5-4-10
4x6 = 6x8 = Scale = 1:43.2
1 12 13 2
I7
0
83x6 11 u o
3x4 = 3x8 = 2x4 II 3x4 =
6-10-0
12-1-6
17-2-8 17-f-0
6-10-0
5-3-6
5-1-2 0-3-8
Plate Offsets (X,Y)-- f2:0-4-0,0-2-131
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.80
Vert(LL) -0.06
6-8 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.42
Vert(CT) -0.12
6-8 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.59
Horz(CT) 0.01
4 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 121 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 8-4-7 oc bracing.
WEBS
1 Row at midpt 1-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 8=694/Mechanical, 4=694/0-6-0 (min. 0-1-8)
Max Horz 8= 609(LC 13)
Max Uplift8=-532(LC 8), 4=-400(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-749/653, 1-12=-555/384, 12-13=-555/384, 2-13= 555/384, 2-14=-545/333,
3-14=-587/310, 3-15=-936/485, 4-15=-960/471
BOT CHORD B-16-470/607, 7-16=-470/607, 6-7=-470/607, 5-6=-258/737, 4-5=-258/737
WEBS 1-6=-568/821.3-6=-732/591
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-0, Exterior(2) 6-10-0 to 9-10-0,
Interior(1) 9-10-0 to 17-6-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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, with BCDL = I O.Opsf.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=532,
4=400.
LOAD CASE(S) Standard
o
russ
Truss Type
ty
y
2263,.26
C1GE
Common Supported Gable
1
1
o tional Job Reference
Builders FirstSource, Ft Pierce, FL
Run: 8.420
Inc. Fri Dec 18 12:32:06 2020
7-4-8
5x6 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.22
Vert(LL)
-0.01
11
n/r
180
TCDL 10.0
Lumber DOL
1.25
BC 0.05
Vert(CT)
-0.01
11
n/r
120
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.10
Horz(CT)
0.01
10
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
2-0-0
Scale=1:34.7
a
Io
PLATES GRIP
MT20 244/190
Weight: 101 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 14-9-0.
(lb) - Max Horz2=-340(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 15, 18, 12 except 2=-180(LC 13), 10=-225(LC 13), 16=-215(LC 12),
17= 241(LC 12), 14=-210(LC 13), 13=-243(LC 13)
Max Grav All reactions 250 lb or less at joints) 15, 16, 17, 18, 14, 13, 12 except 2=272(LC 1), 10=272(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 5-6=-268/32116-7=-268/321
BOT CHORD 2-18=-156/250, 17-18=-156/250, 16-17=-156/250, 15-16=-156/250, 14-15=-156/250,
13-14=-156/250, 12-13=-156/250, 10-12=-156/250
WEBS 4-17=-267/272, 3-18=-334/63, 8-13=-269/273, 9-12=-339/54
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Corner(3) -2-0-0 to 1-0-0, Exterior(2) 1-0-0 to 7-4-8, Corner(3) 7-4-8 to 10-4-8, Exterior(2)
10-4-8 to 16-9-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 2x4 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 nonconcurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 18, 12 except
Qt=lb) 2=180, 10=225, 16=215, 17=241, 14=210, 13=243.
LOAD CASE(S) Standard
oTruss
Truss Type
ty
Ply
2263426
C2GE
Common Structural Gable
1
1
r
Job Reference (optional)
...... tiun: b.4eu 5
AI Lb 2u2U rant: 8.42U S AlH1b 129U240-m i eK incustnes, In2c. r-0n
uec 18 12:32:07 2020 Page 1, c
2-0-0 10-9-8-0 -0 104-0
2 4-10-0 4-10-0 40 2-
5x6
=
14-6-8 19-0-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.29
Vert(LL)
-0.14 11-26
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.70
Vert(CT)
-0.28 11-26
>608
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.40
Horz(CT)
0.03 27
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD
BOT CHORD
REACTIONS. All bearings 5-1-0 except Qt=length) 2=0-6-0, 10=0-3-8.
(lb) - Max Horz 2= 423(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 8, 10 except 2=-653(LC 12), 6=-672(LC 13)
Max Grav All reactions 250 lb or less at joint(s) 9, 8, 10 except 2=872(LC 1), 6=801(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-30=-1366/679, 3-30=-1357/696, 3-31=-1079/567, 4-31=-1049/581, 4-32=-1039/588,
5-32=-1067/574, 5-33=-1300/706, 6-33=-1306/689
BOT CHORD 2-11=-611/1052, 10-11=-403/1028, 9-10=-403/1028, 8-9=-403/1028, 6-8=-403/1028
WEBS 4-11=-311/742, 5-11= 508/509, 3-11=-609/490
Scale = 1:46.6
PLATES GRIP
MT20 244/190
Weight: 146 lb FT = 20
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 7-5-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
6=801(LC 1)
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-8-0, Exterior(2) 9-8-0 to 12-8-0, Interior(1)
12-8-0 to 21-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 2x4 MT20 unless otherwise indicated.
5) Gable studs spaced at 2-0-0 oc.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 10 except Qt=lb)
2=65316=672, 6=672.
LOAD CASE(S) Standard
Job
I russ
Truss Type
ty
y
22634P6
C3
Common
3
1
Job Reference (optional)
ewiaers rustsource, rt tierce, rL zefIDWgVyBM2YF1TBnQPx ?7aCEfBHoLO6ZvOjIXKssCUhTm5aJaSAdFgAHuVXBxAyF1 b
2-0-0 4-10-0 9-8-0 14-6-0 19-4-0 21-4-0
2-0-0 4-10-0 4-10-0 4-10-0 4-10-0 2-0-0
5x6 =
9-8-0 19-0-8 W-0
9-8-0 9-4-8 0-3-8
Plate Offsets (X,Y)-- f2:0-8-0,0-0-1 O1,(6:0-8-0,0-0-1 01,f8:0-4-0,0-3-01
Scale = 1:42.6
ICb
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.29
Vert(LL)
-0.11
8-11-
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.75
Vert(CT)
-0.23
8-11
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.39
Horz(CT)
0.02
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 122 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=893/0-6-0 (min. 0-1-8), 6=893/0-6-0 (min. 0-1-8)
Max Horz 2=-423(LC 10)
Max Uplift2=-648(LC 12), 6=-648(LC 13)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-1411/664, 3-15=-1402/681, 3-16=-1128/555, 4-16= 1097/569, 4-17=-1097/568,
5-17=-1127/554, 5-18=-1401/683, 6-18=-1410/666
BOT CHORD 2-8=-604/1102, 6-8=-384/1164
WEBS 4-8=-295/805, 5-8=-600/495, 3-8=-601/492
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 9-8-0, Exterior(2) 9-8-0 to 12-8-0, Interior(1)
12-8-0 to 21-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at joint(s) except Qt=lb) 2=648,
6=648.
LOAD CASE(S) Standard
os
Truss Type
ty
y
2263426
�C'4:
Common Girder
1
2
a
Job Reference (optional)
rirstsource, Ft Pierce, FL Run: 8.420 s Augg 25 2020 Print: 8.420 s Augg 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:09 2020 Pagge 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzefBH-GYDmJvweUcfBTOmgFAHK7X6WNOfLvcceieHkUcy71?a
4-0-7 9-8-0 19-4-0
4-0-7 5-7-10 9-8-0 5
el
a.
5x6 11
5x8 = 3x6 11 10x16 MT20HS=3xl2 MT20HS I I 5x8 =
Ia
0
Scale = 1:41.7
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017lTP12014
CSI.
TC 0.70
BC 0.47
WB 0.94
Matrix-MSH
DEFL. in
Vert(LL) 0.21
Vert(CT) -0.21
Horz(CT) -0.05
(loc) I/defl Ud
7-8 >999 240
7-8 >999 180
5 n/a n/a
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 272 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No2
TOP CHORD
Structural wood sheathing directly applied or 4-10-11 oc purlins.
BOT CHORD 2x6 SP M 26
BOT CHORD
Rigid ceiling directly applied or 8-3-15 oc bracing.
WEBS 2x4 SP No.3 *Except*
W3: 2x4 SP No.2
REACTIONS. (lb/size) 1=6119/0-6-0 (min. 0-2-9), 5=5255/0-6-0 (min. 0-2-3)
Max Horz 1=351(LC 24)
Max Upliftl=-4780(LC 8), 5=-4603(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-9801/7699, 2-3=-6938/5903, 3-4=-6847/5911, 4-5=-8793/7694
BOT CHORD 1-15=-6511/8098, 8-15=-6511/8098, 8-16=-6511/8098, 16-17=-6511/8098, 7-17=-6511/8098,
7-18=-6238/7202, 6-18=-6238/7202, 5-6= 6238/7202
WEBS 3-7=-6237/7157, 4-7=-3302/3753, 2-7=-2623/1993, 2-8= 1600/2577, 4-6=-4079/3846
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-6 2x4 - 1 row at 0-3-0 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: ASIDE 7-10;, Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=4780,
5=4603.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1069 lb down and 741 lb up at
2-0-12, 1069 lb down and 741 lb up at 4-0-12, 1069 lb down and 741 lb up at 6-0-12, 1069 lb down and 741 lb up at 8-0-12, and 1069
lb down and 741 lb up at 10-0-12, and 4483 lb down and 4709 lb up at 12-1-8 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=125, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 9-12=-20
Continued on page 2
Job
Fruss
Truss Type
ty
y
2263V6
C4G
Common Girder
1
2
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
hun: mgeu 5 k eo evev rrint. o.—v 5 /iU(J — —U IVIII — II IUU L—b. 11I6. c.Uc c �ayc c
ID:WgVyBM2Y iTBnQPx_?7aCEzef8H-GYDmJvweUcfBTOmgFAHK7X6WNOfLvcceieHkUcy71?a
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 8=-1069(B) 6=-4483(B) 15=-1069(B) 16=-1069(B) 17=-1069(B) 18= 1069(B)
Job
Truss
s ype
ty
y
2263426
CS
LE
TG1
1
1
r
Job Reference (optional)
eucers Firstsource, Ft tierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:10 2020 Page 1
ID:WgVyBM2YFiTBnQPk_?7aCEzef8H-kkm8XEwGFvn25ALsptoZfkfmXQ Ae5Aox10102y7l?Z
-2-0-0 6-5-3 12-5-8 12 8-0
2-0-0 6-5-3 6-0-5 0- -8
m
I�
0
3x6 =
Scale: 1/4"=1'
5-5-0
5-5-0
6-5-3,
1-0-3
12-4-8
5-11-5
1"-0
0-3-8
Plate Offsets (X,Y)--
j2:0-3-9,0-1-81
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.36
Vert(LL)
-0.05
6-7
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC
0.50
Vert(CT)
-0.10
6-7
>823
180
BCLL 0.0 '
Rep Stress Incr
YES
WB
0.79
Horz(CT)
-0.01
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 114 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-11 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-6
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 5-8-8 except Ot=length) 6=Mechanical, 8=0-3-8.
(lb) - Max Horz2=807(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 10 except 2=-192(LC 12), 6= 562(LC 12), 9=-151(LC 19), 8=-311(LC
12)
Max Grav All reactions 250 lb or less at joint(s) 9, 10, 8 except 2=527(LC 1), 6=559(LC 19), 2=527(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-22= 475/0, 3-22=-455/0
BOT CHORD 2-10=-428/607, 9-10=-428/607, 8-9=-428/607, 7-8=-428/607, 6-7=-428/607
WEBS 3-6=-751/529, 5-6=-282/270
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 12-6-4 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) All plates are 2x4 MT20 unless otherwise indicated.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except Ot=lb)
2=192, 6=562, 9=151, 8=311, 2=192.
LOAD CASE(S) Standard
o
russ
russ ype ty y
22634?6
C6
Common 3 1
Job Reference (optional)
Builders FrstSource, Ft Pierce, FL Run: 8.420 s Au�gg 25 2020 Print: 8.420 s Augg 25 2020 MfTek Industries, Inc. Fri Dec 18 12:32:11 2020 Page 1
ID :WgVyBM2YF1 TBn�Px_?7aCEzef8H-CwKXkaxuoDwjKw2NbJoCyCwrgLpNgSxAymrYVy71?Y
-2-0-0 6-3-6 12-5-8 12 8-0
2-0-0 6-3-6 6-2-2 0- -8
2x4 �i
8.00 FIT
Scale: 1/4"=1'
CD
I�
01
7
0
6
3x4 =
2x4 I
6.8 =
6-3-6
12-4-8
12-$-0
6-3-6
6-1-2
0-3-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.39
Vert(LL)
-0.05
6-7
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC
0.41
Vert(CT)
-0.10
6-7
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB
0.30
Horz(CT)
-0.01
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 89 lb FT = 20
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=630/0-6-0 (min. 0-1-8), 6=491/Mechanical
Max Horz2=807(LC 12)
Max Uplift2=-315(LC 12), 6=-648(LC 12)
Max Grav2=654(LC 19), 6=637(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-589/11, 3-11=-413/36
BOT CHORD 2-7=-568/806, 6-7=-568/806
WEBS 3-7=0/285, 5-6= 289/279, 3-6=-982/692
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing.
WEBS 1 Row at midpt 5-6, 3-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASIDE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 12-6-4 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=315,
6=648.
LOAD CASE(S) Standard
Job
russ
russ ype
ty y
2263426
C7
COMMON
1 1
Is
Job Reference (optional)
oulaers rlrstbource, m tierce, rL hUn: a.4zU s AUg 2b ZU2U runt: 6.4' s AUJ zb 2u2u MI I eK Inaustnes, Inc. rn uec l a 12:3zn z zww rage 1
ID:WgVyBM2YF1TBnQPx_?7aCEzef8-g7uvxwyWnX1rrKUVFwlglk9k6nEh?67S5OcVP4xy71?X
6-3-6 12-5-8 12 -0
6-3-6 6-2-2 0- -8
2x4
8.00 F12
6x8 = 5
2x4 11
3x4 =
6-3-6 12-4-8 12-5-0
6-3-6 6-1-2 0-3-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
-0.05
5-6
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.41
Vert(CT)
-0.10
5-6
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.29
Horz(CT)
-0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=501/0-6-0 (min. 0-1-8), 5=501/Mechanical
Max Horz1=710(LC 12)
Max Upliftl =-1 72(LC 12), 5=-663(LC 12)
Max Grav 1=516(LC 19), 5=648(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10= 585/41, 2-10=-428/58
BOT CHORD 1-6=-599/787, 5-6=-599/787
WEBS 2-6=0/288, 4-5=-284/273, 2-5=-958/730
Scale: 1/4"=1'
PLATES GRIP
MT20 244/190
Weight: 84 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing.
WEBS 1 Row at midpt 4-5, 2-5
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-6-4 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=172,
5=663.
LOAD CASE(S) Standard
o
russ
russ ype
ty y
2263426
CSG
COMMON
1
2
Job Reference (optional)
Builders First5ource, Ft Pierce, FL nun: e.4zu s Hu za zuzu rnnc m4zu smug 40 zuzu MI i en inuusuies, mu. rn uec i o I LAG. a G u ra a i
ID:WgVyBM2YF TBnG1Px_?7aCEzefBH-SJSH9Gz8Yg9dye4RU0LGHNHIZevMrUkEdGFydNy ?W
6-3-6 12-5-8 12�8.0
6-3-6 6-2-2 0-2-8
3x6 11
3x6 =
2x4 i
8.00 12
6x8 = 5
m
I o
Scale: 1 /4"=l'
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.31
Vert(LL)
0.11
5-6
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.92
Vert(CT)
-0.12
5-6
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.67
Horz(CT)
-0.02
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 188 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=2710/0-6-0 (min. 0-1-10), 5=2357/Mechanical
Max Horz 1=71 O(LC 8)
Max Upliftl =-1 704(LC 8), 5=-2009(LC 8)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2824/1644
BOT CHORD 1-10=-1934/2349, 10-11=-1934/2349, 6-11=-1934/2349, 6-12=-1934/2349, 12-13=-1934/2349, 13-14=-1934/2349,
5-14=-1934/2349
WEBS 2-6=-1706/2621, 4-5=-207/287, 2-5=-2844/2341
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.
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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=1704,
5=2009.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 677 lb down and 481 lb up at 0-8-12
, 674 lb down and 448 lb up at 2-8-12, 680 lb down and 485 lb up at 4-8-12, 680 lb down and 485 lb up at 6-8-12, and 680 lb down and
485 lb up at 8-8-12, and 674 lb down and 552 lb up at 10-8-12 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: 1-4=-60, 5-7=-20
Concentrated Loads (lb)
Vert: 9=-677(F) 10=-674(F) 11=-680(F) 12=-680(F) 13=-680(F) 14= 674(F)
Job
I russ
russ ype
ty
y
2263426
CJ1
Jack -Open
10
1
Job Reference (optional)
builders Hrst5ource, I-t Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:13 2020 Page 1
I D:WgVyBM2YF1 TBnQPx_?7aCEzef8H-8JSH9Gz8Yg9dye4RUOLGHN HALe5CreFEdG FydNy7l?W
2-6-0 0-10-15
2-6-0 0-10-15
46 =
0-7-7 . 0-10-15
Scale = 1:6.7
Plate Offsets (X,Y)--
f2:0-0-0,0-0-101
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.77
Vert(LL)
-0.00
7
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.16
Vert(CT)
0.00
7
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 7 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=-79/Mechanical, 2=395/0-6-0 (min. 0-1-8), 4=-94/Mechanical
Max Horz 2=75(LC 8)
Max Uplift3=-79(LC 1), 2=-656(LC 8), 4=-94(LC 1)
Max Grav3=152(LC 8), 2=395(LC 1), 4=182(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-5-13, Interior(1) 0-5-13 to 0-10-13 zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb)
2=656.
LOAD CASE(S) Standard
o
russ
russ ype
ty
y
2263d.26
CJ1A
Jack -Open
2
1
o tional Job Reference
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Augg 2�5 2020 Print: 8.420 s Aug 25 2020 MI I eK Industries, Inc. I-n Uec 18 12:32:14 ZU2U Page 1
I D:WgVyBM2YF1 TBnQPx_?7aCEzef8H-cVOfMc_mJ8H Uanfd2jtVgapT51 SYa5VNsw_V9py71?V
-2-0-0 0-10-15
2-0-0 0-10-15
Scale=1:12.8
0-7-7
0-7-7
0-10-15
0-3-8
Plate Offsets (X,Y)--
[2:0-6-0,0-1-0)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
-0.00 7
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.09
Vert(CT)
-0.00 7
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 10 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=-65/Mechanical, 2=289/0-6-0 (min. 0-1-8), 4=-33/Mechanical
Max Horz 2=148(LC 12)
Max Uplift3=-67(LC 19), 2=-332(LC 12), 4=-37(LC 19)
Max Grav3=91(LC 16), 2=315(LC 19), 4=56(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb)
2=332.
LOAD CASE(S) Standard
Job
I russ
russ Type
Qty
y
2263426
CJ2
Jack -Open
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Run: 8.420 s Au 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:15 2020 Page 1
ID:WgVyBM2YFiTBnQPx_?7aCEzef8H-5hal ay_P4RPLCxEgcROkMoMiyRpBJYIX4ak3hGy71?U
2-10-15
2-10-15
2.50 F12
M&A
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.06
Vert(LL)
0.00
6
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.06
Vert(CT)
-0.00
6
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
1
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 1=114/0-6-0 (min. 0-1-8), 2=86/Mechanical, 3=28/Mechanical
Max Horz 1=50(LC 8)
Max Upliftl=-88(LC 8), 2= 94(LC 8), 3= 9(LC 8)
Max Grav 1=114(LC 1), 2=86(LC 1), 3=36(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale: 1.5"=1'
PLATES GRIP
MT20 244/190
Weight: 12 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3.
LOAD CASE(S) Standard
Job
I russ
Truss Type
ty y
2263426
OJ3
Jack -Open
9 1
Job Reference (optional.)
ounuers nrstoource, r[ rlerce, rL
ID:WgVy8M2YFiTBnQPx_?7aC zefBH-ZuB�nl?irIXCp5p098vzv?vper762? 6SJ cDiy I*
-2-6-0 2-10-15
2-6-0 2-10-15
3
2.50 F12
Scale=1:10.5
9
2
N
8
T1
,
B1
6
1
3x6 =
4
2-7-7
,2-10-15,
2-7-7
0-3-8
LOADING (psf)
SPACING-
2-0-0
CSI.
.
DEFL. in
(loc) I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.32
Vert(LL) -0.00
7 >999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC
0.08
Vert(CT) -0.00
7 >999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB
0.00
Horz(CT) 0.00
2 n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix
-MP
Weight: 17 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=39/Mechanical, 2=330/0-6-0 (min. 0-1-8), 4=10/Mechanical
Max Horz2=110(LC 8)
Max Uplift3=-41(LC 12), 2=-468(LC 8)
Max Grav3=39(LC 1), 2=330(LC 1), 4=30(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-9=-430/127
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 2-10-3 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=468.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty
y
2263426
CJ3A
Jack -Open
2
1
y
7JobReference
(optional)
nun: 0.44u s mu za zuzu rnnu u.4zu s Hu zO zuzu mi I eK Incusines, Inc. rn Uec its 1 z:32:1 / zuzu rage 1
ID:WgVyBM2Y 1TBnQPx_?7aCEzefB-14ho?eOfc3f3RFOCjrQCRDR_LFT_nSEgYuDAmBy71?S
2-10-15
2-10-15 ,
Scale=1:19.4
3
2-7-7
2-7-7
210-15
Plate Offsets Offsets (X,Y)--
[2:0-4-3,0-0-4]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.26
Vert(LL)
-0.01
4-7
>999 240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.10
Vert(CT)
-0.01
4-7
>999 180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
3
n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 19 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=54/Mechanical, 2=276/0-6-0 (min. 0-1-8), 4=17/Mechanical
Max Horz2=259(LC 12)
Max Uplift3=-106(LC 12), 2=-224(LC 12)
Max Grav3=82(LC 19), 2=291(LC 19), 4=41(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-10-3 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 3=106,
2=224.
LOAD CASE(S) Standard
r
Job
Truss
Truss Type
ty y
2263V6
CA
Jack -Open
1 1
.
_ .mo-..
Job Reference (optional)
o - - I...nc 9111 nri_a..a_ i
ou
.
ueis r
-
s
'
o-
_
cu, r
.
rro
_
ce,
c -
ID:WgVy8M2Y 1iBn'rZ _?7aCEzefB-VGFAC_'HNMnw3PyPHZxR_Q AsfnhWvUznYyjlby I?R
4-10-15
4-10-15
Scale=1:10.1
2
2.50 F12
8
7 T1
1
m
0
81
3x6 = 3x4 = 3
4-7-7 40
-15
4-7-7 0-3-8
Plate Offsets (X,Y)-- (1:0-1-5,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.03 3-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 3-6 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 1 n/a n/a
BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No2 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins.
BOT CHORD 2x4 SP No.2 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=194/Mechanical, 2=148/Mechanical, 3=46/Mechanical
Max Horz 1=86(LC 8)
Max Upliftl =-1 51 (LC 8), 2=-169(LC 8), 3=-3(LC 8)
Max Grav 1=194(LC 1), 2=148(LC 1), 3=69(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-3 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 1=151,
2=169.
LOAD CASE(S) Standard
NOTES-
1) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-10-3 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 1=151,
2=169.
LOAD CASE(S) Standard
o
russ ype
ty y
2263426
�,uss
CJS
Jack -Open
9 1
Job Reference (optional)
nun: a.4cu s „ug co cucv rnnr. a.vzu s �w zD zuzu M1 i eK inausmes, inc. rn uec i n i cjz:i a zuzu ra e
ID:WgVyBM2YFITBnQPx_?7aCEZe8H-zTpYPJlvBgvngZXbrGSgXeXKt281FMk7?CiGg1y I?Q
-2-6-0 4-10-15
4-10-15
2.50 12
8
2 T1
n 13x6 =
3
10-1
Scale = 1 14.1
CO
6
IL
4-7-7
0-3-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.32
Vert(LL)
0.02 4-7
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.15
Vert(CT)
-0.03 4-7
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00 2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 25 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=119/Mechanical, 2=383/0-6-0 (min. 0-1-8), 4=37/Mechanical
Max Horz2=145(LC 8)
Max Uplift3=-137(LC 12), 2= 483(LC 8)
Max Grav3=119(LC 1), 2=383(LC 1), 4=66(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-444/72
BRACING-
TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 4-10-3 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=137,
2=483.
LOAD CASE(S) Standard
Job
Truss
russ I ype
Uty y
2263426
CJ5A
Jack -Open
2 1
Job Reference (optional)
Builders FirstSource, R Pierce, Fl- Hun: 6.420 s Augg 25 2020 Hnnt: 8.420 s AU9 25'20'2u mi i eK inaustnes, Inc. hn uec 18 1 z::iz:l a zuzu ra 1
ID:WgVyBM2YF1TBnQPx_?7aCEzef8H-zTpYPJ1vBgvngzXbrGSgXeXJf27gFMk7?CiGgIy %
-2-0-0 4-10-15
M.0 4-10-15
4-7-7 4-10-15
4-7-7 3-
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.33
Vert(LL)
-0.03
4-7
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.22
Vert(CT)
-0.05
4-7
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.01
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=127/Mechanical, 2=339/0-6-0 (min. 0-1-8), 4=42/Mechanical
Max Horz 2=372(LC 12)
Max Uplift3=-231(LC 12), 2=-227(LC 12)
Max Grav3=179(LC 19), 2=354(LC 19), 4=76(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale=1:25.8
PLATES GRIP
MT20 244/190
Weight: 27 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 4-10-3 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=231,
2=227.
LOAD CASE(S) Standard
Job
Truss
I russ Fype
Qty
Ply
2263426
CJ7
Jack -Open
2
1
}
Job Reference (optional)
nU
U S f1U uCU rill ll. O.YGU 5 MU LO GUGV MI I en InVU5Ine5� mc. rn uec n I L:3L:ZV LULU ra e i
ID:WgVyBM2 FiTBnOPx_?7aCEze8H-RfNwdf2Xv_1dli6nO_zv3r3U4SSP�_GEsRgMTy I?P
6-10-15
6-10-1 F,
10 3
2.50 F12
Scale = 1:17.7
9
w
8 T1
C r
2
B1
1
4
3x6 =
6-7-7
6 10-15
6-7-7
3-
Plate Offsets (X,Y)-- [2:0-3-5,Edgej
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.35
Vert(LL)
0.07
4-7 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.31
Vert(CT)
-0.11
4-7 >780 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00
2 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 33 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
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=188/Mechanical, 2=451/0-6-0 (min. 0-1-8), 4=59/Mechanical
Max Horz2=180(LC 8)
Max Uplift3= 206(LC 8), 2=-525(LC 8)
Max Grav3=188(LC 1), 2=451(LC 1), 4=99(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-421/1
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 6-10-3 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 3=206,
2=525.
LOAD CASE(S) Standard
s.
Job
i russ
Truss I ype
ryPly
2263426
01 GE
Common Supported Gable
1
1
o tional Job Reference
Builders FirstSource, Ft Pierce, FL
-2-0-0
Run: f
ID:
5x6 =
3x4 =
v
7�0
Scale=1:52.0
22-0-8 0-3-8
Plate Offsets (X,Y)-- [4:0-2-9,Edgej, [14:0-2-9,Edgej
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.21
Vert(LL) -0.01 17 n/r 180
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.17
Vert(CT) -0.01 17 n/r 120
BCLL 0.0 '
Rep Stress Incr YES
WB 0.32
Horz(CT) 0.01 16 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 168 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 22-4-0.
(lb) - Max Horz 2=-478(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 23, 29, 18 except 2=-250(LC 8), 25=-175(LC 12), 26=-226(LC 12),
27=-202(LC 12), 28=-236(LC 12), 22=-157(LC 13), 21=-232(LC 13), 20=-202(LC 13), 19=-236(LC 13),
16=-167(LC 13)
Max Grav All reactions 250 lb or less at joint(s)
25, 26, 27, 28, 29, 22, 21, 20, 19, 18 except 2=283(LC 1),
23=320(LC 13), 16=283(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-369/338, 3-4=-319/299, 4-5=-318/322, 5-6=-275/271, 6-7=-237/301, 7-8=-293/389,
8-9=-373/453, 9-10= 373/453, 10-11=-293/355, 15-16=-186/278
BOT CHORD 2-29=-211/324, 28-29= 211/324, 27-28=-211/324, 26-27=-211/324, 25-26=-211/324,
24-25=-211/324, 23-24=-211/324, 22-23=-211/324, 21-22=-211/324, 20-21 =-211/324,
19-20=-211/324, 18-19=-211/324, 16-18=-211/324
WEBS 9-23=-303/193, 7-26=-251 /246, 5-28=-254/251, 3-29=-303/93, 11-21 =-251/252,
13-19=-253/250, 15-18=-308/80
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Corner(3) -2-0-0 to 1-2-0, Exterior(2) 1-2-0 to 11-2-0, Corner(3) 11-2-0 to 14-2-0, Exterior(2)
14-2-0 to 24-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 2x4 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 nonconcurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 29, 18 except
Gt=lb) 2=250, 25=175, 26=226, 27=202, 28=236, 22=157, 21=232, 20=202, 19=236, 16=167.
10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 16.
LOAD CASE(S) Standard
Job
Truss
Truss Type
Qty Ply
2263426
D2
ATTIC
4 1
i
Job Reference (optional)
nwcers Flrstsource, Ft Fierce, FL Hun: BAZ0 s Augg "Lb 20Z0 Pnnt: 8.420 s Aug 25 2020 Mi I eK Inrlustnes, Inc. Fn Dec 1 B 12:32:22 2020 Pagge 1
I D: WgVyBM2YF1 TBnQPx_?7aCEzefBH-N2Vh2L4oQbH LXOGAWPONBG9okG?eSdvZhAwwRMy?I?N
2-0-0 7-0-0 7-p-4 11-2-0 15-3-12 15-p-0 22-4-0 24-4-0
2-0-0 7-0-0 0-b-4 4-1-12 4-1-12 0- -4 7-0-0 2-0-0 •
5x6 =
8.00 12
2x4 11
7-0-4 15-3-12 22-0-8 22-4-0
7-0-4 8-3-8 6-8-12 0-3-8
Plate Offsets (X,Y)-- [2:0-6-0,0-0-1 01,[3:0-5-0,0-4-81,[5:0-5-0,0-4-81,[6:0-6-0,0-0-101
Scale=1:50.0
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.47
Vert(LL)
-0.42
8-10
>642
240
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.78
Vert(CT)
-0.56
8-10
>482
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.36
Horz(CT)
0.04
6
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-MSH
Attic
-0.38
8-10
258
360
Weight: 138 lb
FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1145/0-6-0 (min. 0-1-8), 6=1145/0-6-0 (min. 0-1-8)
Max Horz2=478(LC 11)
Max Uplift2= 630(LC 12), 6= 630(LC 13)
Max Grav2=1384(LC 20), 6=1384(LC 21)
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-14 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS
1 Brace at Jt(s): 11
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-1935/582, 3-18=-1919/612, 3-19=-503/229, 4-19=-471/245, 4-20= 472/246,
5-20=-504/230, 5-21 =-1 918/612, 6-21 =-1 935/581
BOT CHORD 2-10=-357/1621, 9-10=-357/1621, 8-9=-357/1621, 6-8=-357/1621
WEBS 5-8=0/642, 3-10=0/642, 3-11 =-1 417/562, 5-11 =-1 417/562
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-2-0, Exterior(2) 11-2-0 to 14-2-0,
Interior(1) 14-2-0 to 24-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Ceiling dead load (5.0 psf) on member(s). 3-11, 5-11; Wall dead load (S.Opsf) on member(s).5-8, 3-10
7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 8-10
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=630,
6=630.
9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
Job
Truss
I russ I ype
ty
y
2263426
D4
ATTIC
6
1
Job Reference (optional)
Builders Frst5ource, Ft Pierce, FL Hun: t3.4'LU s Augg�2b "LUZU Print: UAZU s Aug zb zuzu MI I eK industries, Inc. i-n uec 1 t1 1 z:jz:Z:] zuzu Ha e 1
ID:WgVyBM2YFiTBnQPx_?7aCEzef8H-sE33Fh4QBvPC9ArM46XchUhxYfKfB3eiwggUzoy I?M
-2-0-0 1 7-0-0 7-Q-4 11-2-0 1 15-3-12 15-p-0 22-4-0
2 0 0 7-0-0 0- -4 4-1-12 4-1-12 0• -4 7-0-0
5x6 =
8.00 F12
et
I7
0
Scale=1:49.4
7-0-4
7-0-4
2x4 11
15-3-12
8-3-8
22-0-8 22-4-0
6-8-12 0-3-8
Plate Offsets (X,Y)--
[2:0-6-0,0-0-121, [3:0-5-0,0-4-81, [6:0-6-0,0-0-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.60
Vert(LL)
0.42
7-13
>634
240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC
0.85
Vert(CT)
-0.55
7-9
>483
180
MT20HS 187/143
BCLL 0.0 '
Rep Stress Incr NO
WB
0.39
Horz(CT)
0.04
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Attic
-0.38
7-9
258
360
Weight: 132 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
BOT CHORD 2x4 SP M 31
BOT CHORD
WEBS 2x4 SP No.3
JOINTS
REACTIONS. (lb/size) 6=1019/0-6-0 (rein. 0-1-8), 2=1150/0-6-0 (min. 0-1-8)
Max Horz 2=453(LC 11)
Max Uplift6=-493(LC 13), 2=-633(LC 12)
Max Grav6=1250(LC 21), 2=1385(LC 20)
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-1952/608, 3-17=-1936/639, 3-18=-493/224, 4-18=-459/240, 4-19=-468/244,
5-19=-500/228, 5-20=-1814/620, 6-20=-1941/600
BOT CHORD 2-9=-417/1586, 8-9= 415/1592, 7-8=-415/1592, 6-7=-415/1592
WEBS 5-7=0/602, 3-9=0/641, 3-1 0=-1 454/609, 5-1 0=-1 455/610
Structural wood sheathing directly applied or 4-9-3 oc purlins
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Brace at Jt(s): 10
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 11-2-0, Exterior(2) 11-2-0 to 14-2-0,
Interior(1) 14-2-0 to 22-4-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Ceiling dead load (5.0 psf) on member(s). 3-10, 5-10; Wall dead load (5.Opsf) on member(s).5-7, 3-9
7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 7-9
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 6=493,
2=633.
9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
LOAD CASE(S) Standard
Job
Truss
Truss Type
ty
y
2263426
D5
Common
1
1
9
Job Reference o tional V
nu. e.vcu nuy c� tutu rw •. o.vcu nuy co tutu rvn rn niuuame5, q f 11 UA 1 I'"SLC 4 GVGu ra e i
ID:W ;V 2YF1TBnOPx_?7aCEzefBH-KQdRT152yCY3nKQYdg2r"91, 1AwSCs9X1 EV y I?L
5-7-10 11-2-0 16-8-6 22-4-0
5-7-10 5-6-6 5-6-6 5-7-10
5x6 =
3
3x4 = 3x4 = 3x4 = 3x4 =
Scale: 1X'=1'
7-5-12
14-10-4
3x4
=
22-0-8 22-4-0
7-5-12
7-4-8
7-2-4 0-3-8
Plate Offsets (X,Y)--
[1:0-2-0,Edgej, [5:0-2-0,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.33
Vert(LL)
-0.13
6-8
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.52
Vert(CT)
-0.19
6-8
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.69
Horz(CT)
0.03
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 133 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=893/0-6-0 (min. 0-1-8), 5=893/0-6-0 (min. 0-1-8)
Max Horz 1= 405(LC 8)
Max Upliftl=-594(LC 12), 5=-594(LC 13)
Max Grav1=923(LC 19), 5=923(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15= 1654/838, 2-15=-1631/852, 2-16=-1673/917, 3-16=-1639/931, 3-17=-1639/931,
4-17=-1673/917, 4-18=-1631/852, 5-18=-1654/838
BOT CHORD 1-8=-803/1288, 8-19=-311/802, 19-20= 311/802, 7-20=-311/802, 6-7=-311/802,
5-6=-563/1253
WEBS 3-6=-513/761, 4-6=-597/593, 3-8— 512/761, 2-8— 597/592
Structural wood sheathing directly applied or 5-6-2 oc purlins
Rigid ceiling directly applied or 6-6-2 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-2-0, Exterior(2) 11-2-0 to 14-2-0, Interior(1)
14-2-0 to 22-4-0 zone;C-C for members and forces & MWFRS for reactions shown; 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, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=594,
5=594.
LOAD CASE(S) Standard
V
Job
Truss
Truss Type
ty
y
2263126
D6G
Common Girder
1
2
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Hun: 6.aZu s Aug Zb ZOZU Yrlm: UAZU 5 Au? ZS ZUZU mi I eK InouSmes, Inc. rn uec l o l Z:bZLo Zulu ra e '
ID:WgVyBM2YFlTBnQPx_?7aCEzef8H-odApgN6gjWgwOU?IBXZ4mvnJiT23fgZ?O89b2hy I?K
5-7-0 11-2-0 16-9-0 _ 22-4-0
• 5-7-0 5-7-0 5-7-0 5-7-0
5x6 11
v
I7
0
5x8 = _ _ 6x8 = 5x8 =
Scale=1:47.1
3x12 MT20HS I I
10x12 =
3x12 MT20HS I I
5-7-0 , 11-2-0
16-9-0
22-0-8 22-4-0
5-7-0 5-7-0
5-7-0
5-3-8 0--8
3
Plate Offsets (X Y)--
[1:1-0-0,0-3-31,[5:1-0-0,0-3-31,[6:0-7-0,0-1-81,[8:0-6-0,0-7-8],[9:0-7-0,0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.49
Vert(LL)
0.17
6-8
>999
240
MT20
244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.73
Vert(CT)
-0.16
6-8
>999
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr NO
WB 1.00
Horz(CT)
-0.05
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 378 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins.
BOT CHORD 2x10 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=4989/0-6-0 (min. 0-2-15), 5=3819/0-6-0 (min. 0-2-4)
Max Horz 1=-405(LC 6)
Max Upliftl= 3944(LC 8), 5=-3358(LC 9)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7341/5944, 2-3=-5161/4522, 3-4=-5156/4521, 4-5= 6775/6021
BOT CHORD 1-14=-5052/6083, 14-15=-5052/6083, 9-15=-5052/6083, 9-16=-5052/6083, 16-17=-5052/6083,
17-18=-5052/6083, 8-18= 5052/6083, 8-19=-4823/5570, 7-19=-4823/5570, 7-20=-4823/5570,
6-20=-4823/5570, 5-6=-4823/5570
WEBS 3-8=-4615/5265, 4-8=-1752/1904, 4-6=-1522/1522, 2-8=-2206/1853, 2-9=-1402/2093
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-6-0 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=3944,
5=3358.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 680 lb down and 485 lb up at 1-2-4,
680 lb down and 485 lb up at 3-2-4, 680 lb down and 485 lb up at 5-2-4, 674 lb down and 540 lb up at 7-2-4, 674 lb down and 565 lb up
at 9-2-4, 674 lb down and 590 lb up at 9-11-12, 667 lb down and 626 lb up at 11-3-4, and 667 lb down and 562 lb up at 13-3-4, and
1693 lb down and 1861 lb up at 15-3-4 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
Continued on page 2
Job
I russ
Truss Type
Qty
2263426
D6G
Common Girder
jPly
1
2
4
Job Reference optional)
it—uuiue, rt riu—, rL
mun: bALU S AU Cb eueu Ynm: UAZU S Aug zb LULU mi I eK mcuStrleS, mc. rn Uec 18 1'Z:3Z:2b zo2o ragge 2
ID:WgVyBM2 FiTBnQPx_?7aCEzef8H-odApgN6gjWgwOU?IBXZ4mvnJiT23fgZ?089b2hy7l?K
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 1-5= 20
Concentrated Loads (lb)
Vert: 8=-667(F) 11=-680(F) 14=-680(F) 15=-680(F) 16=-674(F) 17=-674(F) 18=-674(F) 19= 667(F) 20=-1625(F)
Job
I russ
Truss Type
ty
y
2263426
�EIGE
Common Supported Gable
1
1
Job Reference (optional)
builders FirstSource, Ft Fierce, FL nun: e."u s Hu zo zuzu runt: o.4zu s Hug za zuzu mi 1 etc muusmes, inc. rn uec 10 1 L:JG:LO GUN ra e i
ID:WgVyB 2YFiTBn�Px_?7aCEzefBH-GpkCtj7lUgon0daxIE4JJ6JYLtXUOR?9cou8a7y I?J
1-10-0 11-6-0 23-0-_0_
11-6-0 11-6-0
5x6 =
iv
710
Scale=1:50.8
5x6 =
22-8-8
2$-q-0
22-8-8
0-3-8
Plate Offsets (X,Y)-- j2:0-4-3,0-0-1 21,j1 6:0-4-3,0-0-1 21,f23:0-3-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20-0
Plate Grip DOL 1.25
TC 0.18
Vert(LL) -0.01
17 n/r 180
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.14
Vert(CT) -0.01
17 n/r 120
BCLL 0-0 '
Rep Stress Incr YES
WB 0.35
Horz(CT) 0.01
16 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 173 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 23-0-0.
(lb) - Max Horz 2=484(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 23, 28, 18 except 2=-226(LC 8), 24=-174(LC 12), 25=-226(LC 12),
26=-203(LC 12), 27=-233(LC 12), 22=-155(LC 13), 21=-233(LC 13), 20=-203(LC
13), 19=-232(LC 13),
16=-115(LC 13)
Max Grav All reactions 250 lb or less at joint(s) 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 16 except 2=262(LC 20),
23=327(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-383/355, 3-4=-319/321, 4-5= 278/272, 5-6=-258/276, 6-7=-240/311, 7-8=-301/399,
8-9=-380/460, 9-10= 380/460, 10-11= 301/364, 15-16=-210/254
BOT CHORD 2-28=-213/326, 27-28=-213/326, 26-27=-213/326, 25-26=-213/326, 24-25=-213/326,
23-24=-213/326, 22-23=-213/326, 21-22=-213/326, 20-21=-213/326, 19-20=-213/326,
18-19= 213/326, 16-18=-213/326
WEBS 9-23=-309/199, 7-25=-252/246, 4-27=-251/248, 3-28=-295/146, 11-21=-252/252,
14-19=-251/247, 15-18= 299/135
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S-Opsf; h=20ft; Cat- II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Corner(3)-1-10-0 to 1-2-0, Exterior(2) 1-2-0 to 11-6-0, Corner(3) 11-6-0 to 14-6-0,
Exterior(2) 14-6-0 to 24-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown;
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/fPI 1.
4) All plates are 2x4 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 nonconcurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 28, 18 except
Qt=lb) 2=226, 24=174, 25=226, 26=203, 27=233, 22=155, 21=233, 20=203, 19=232, 16=115.
LOAD CASE(S) Standard
o
I russ
Truss Type—
ty ply ---
�E2
Scissor
5
7Job
rence (optional)
nulluer5 nrsiouurce, ri rierce, rL Hun: t5.42U S Aug2b 2U20 Print: 8AZU S Aug 25 2020 MI I eK Industries, Inc. Fn Dec 18 12:32:27 2020 Page 1
I D:WgVy8M2YF1 TBnQPx_?7aCEzef8H-k?la528wF7ween87JybZrKse I HjY7p2lrSeh6Zy71?I
1-10-0 5-10-12 11-6-0 17-1-4 23-0-0 24-10-0
1-10-0 5-10-12 5-7-4 5-7-4 5-10-12 1-10-0
8.00 1-2
v
�1
5x6 =
Scale = 1:52.4
5x8
5-10-12 11-6-0
17-1-4
22-6-0 2 -0 0
5-10-12 5-7-4
5-7-4
5-4-12 6-
Plate Offsets (X,Y)-- [2:0-1-11,Edge1, [3:0-5-0,0-4-81, [5:0-5-0,0-4-81, [6:0-1-11,Edge1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.48
Vert(LL) 0.30
9-10 >905 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.79
Vert(CT) -0.40
9-10 >682 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.68
Horz(CT) 0.39
6 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 143 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-6-7 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-5-10 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
WEDGE
be installed during truss erection, in accordance with Stabilizer
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
Installation guide.
REACTIONS. (lb/size) 2=1030/0-6-0 (min. 0-1-8), 6=1030/0-6-0 (min. 0-1-8)
Max Horz2=-484(LC 10)
Max Uplift2=-731(LC 12), 6=-731(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-3479/1769, 3-17=-3469/1793, 3-18=-2581/1081, 4-18=-2558/1095, 4-19=-2562/1164,
5-19= 2585/1149, 5-20=-3557/1383, 6-20=-3566/1360
BOT CHORD 2-10=-1648/2966, 9-10= 1663/2994, 8-9=-1059/3088, 6-8=-1046/3064
WEBS 3-9=-1042/878, 4-9=-893/2284, 5-9=-999/984
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2)-1-10-0 to 1-2-0, Interior(1) 1-2-0 to 11-6-0, Exterior(2) 11-6-0 to 14-6-0,
Interior(1) 14-6-0 to 24-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) Bearing at joint(s) 2, 6 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) except (jt=lb) 2=731,
6=731.
LOAD CASE(S) Standard
Job
Truss
I russ I ype
City
Ply
2263426
E3
Scissor
3
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 6.420 s AM 2b 20"Lu mi I eK InaUS[nes, Inc. t-n Uec 1 b 1 z:jz:zb 2020 ra e i
ID:WgVyBM2YF1TBnOPx_?7aCEzef8H-CCsyIOBYOR2VFxjKsf7oOXPh1g30sFVR46NFf.y PH
1-10-0 5-10-12 11-6-0 17-1-4 23-0-0
1-10-0 5-10-12 5-7-4 5-7-4 5-10-12
8.00 12
5-10-12
46 =
Scale = 1:51.1
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CSI.
TC 1.00
BC 0.78
WB 0.73
Matrix-MSH
DEFL. in (loc) I/defl L/d
Vert(LL) 0.34 10-11 >810 240
Vert(CT) -0.43 9-10 >649 180
Horz(CT) 0.39 8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 121 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
T1: 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-5-15 oc bracing.
BOT CHORD 2x4 SP No.1
MiTek recommends that Stabilizers and required cross bracing
WEBS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
WEDGE
Installation guide.
Left: 2x4 SP No.3
SLIDER Right 2x4 SP No.3 -• 1-11-12
REACTIONS. (lb/size) 8=916/0-6-0 (min. 0-1-8), 2=1034/0-6-0 (min. 0-1-8)
Max Horz2=466(LC 9)
Max Uplift8=-606(LC 13), 2=-732(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-3567/1933, 3-19= 3558/1956, 3-4=-2459/1167, 4-20=-2447/1158,
5-20= 2419/1171,
5-21=-2410/1232, 6-21 =-2441/1218, 6-22=-3315/1573, 7-22=-3359/1553, 7-8=-1218/552
BOT CHORD 2-11=-1863/3013, 10-11=-1874/3046, 9-10= 1230/2853, 8-9= 1220/2813
WEBS 5-1 0=-1 006/2196, 6-10=-991/996, 3-1 0=-1 170/980
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2)-1-10-0 to 1-2-0, Interior(1) 1-2-0 to 11-6-0, Exterior(2) 11-6-0 to 14-6-0,
Interior(1) 14-6-0 to 23-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) Bearing at joint(s) 8, 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) except Qt=lb) 8=606,
2=732.
LOAD CASE(S) Standard
Job
Truss
I russ Fype
Uty
y
2263426
E4
Scissor
8
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s A�ugg 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:29 2020
ID:WgVyBM2YF1 TBnQPx_?7aCEZefBH-gOQKWk9BnIAMt51 WQNe1 xlx_E40HbjJbIm7oE
5-11-1 11-6-0 17-0-15 23-0-0
5-11-1 5-6-15 5-6-15 5-11-1
5x6 =
5 v
I�
6
3x8 -:�- 3x8
Scale=1:49.7
5-11-1 5-6-15
5-6-15
5-5-1 0-6-0
Plate Offsets X,Y -- 1:0-1-0,Ed e , 5:0-1-0 Ed e
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.45
Vert(LL) 0.32
7-8 >860 240
MT20
244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.78
Vert(CT) -0.39
7-8 >711 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.70
Horz(CT) 0.38
5 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 133
lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or -7-14 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-2-11 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and req fired cross bracing
WEDGE
be installed during truss erection, in accordance with Stabilizer
Left: 2x4 SP No.3, Right: 2x4 SP No.3
Installation guide.
REACTIONS. (lb/size) 1=920/Mechanical, 5=920/0-6-0 (min. 0-1-8)
Max Horz 1=-417(LC 8)
Max Upliftl=-610(LC 12), 5=-610(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15= 3456/1930, 2-15= 3416/1953, 2-16=-2478/1194, 3-16=-2454/1208, 3-17=-2454/1278,
4-17=-2478/1263, 4-18=-3416/1622, 5-18=-3456/1609
BOT CHORD 1-8=-1851/2891, 7-8=-1858/2921, 6-7= 1273/2921, 5-6=-1269/2891
WEBS 2-7= 998/918, 3-7=-1012/2162, 4-7=-998/1011
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-6-0, Exterior(2) 11-6-0 to 14-6-0, Interior(1)
14-6-0 to 23-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=610,
5=610.
LOAD CASE(S) Standard
Job
Truss
russ ype
ty y
2263d26
E5
Roof Special
4 1
Job Referenceo (optional)
Builders FlrstSource, Ft Pierce, FL
5-7-4
Run: 8.420 s Aug 25 2020
I D:WgVyBM2YF1 TE
17-1-4
5x6 =
Inc. Fn Dec 18 12:32:30 2020 Page 1
49GTyUAZUkcK9ukXQsMjuy7l?F
11 3x8
3x6 =
Scale=1:50.8
4-2-3
5-10-12
11-6-0
17-1-4
22-6-0 2300
4-2-3
1-8-9
5-7-4
5-7-4
5-4-12
-6-0
Plate Offsets (X Y)--
f6:0-1-0 Edgej
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.42
Vert(LL)
0.26
7-8
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC
0.77
Vert(CT)
-0.36
7-8
>765
180
BCLL 0.0 '
Rep Stress Incr
YES
WB
0.74
Horz(CT)
0.33
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 141 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No2
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=914/0-6-0 (min. 0-1-8), 6=914/0-6-0 (min. 0-1-8)
Max Horz 11=-378(LC 13)
Max Upliftl1= 614(LC 12), 6=-602(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1 -11 =-998/678, 1-15=-2365/1404, 2-15=-2353/1407, 2-3=-3127/1823, 3-16=-2356/1134,
4-16=-2326/1148, 4-17=-2317/1215, 5-17=-2340/1200, 5-18=-3298/1571, 6-18=-3338/1557
BOT CHORD 10-11=-409/407, 9-1 0=-1 656/2458, 8-9=-1729/2684, 7-8=-1241/2809, 6-7=-1229/2787
WEBS 1 -1 0=-1 333/2283, 2-1 0=-1 352/837, 3-8=-903/856, 4-8=-957/2049, 5-8=-1017/1010,
2-9=-71/291
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-6-0, Exterior(2) 11-6-0 to 14-6-0,
Interior(1) 14-6-0 to 23-0-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) Bearing atjoint(s) 11, 6 considers parallel to grain value using ANSl/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 atjoint(s) except (jt=lb) 11=614,
6=602.
LOAD CASE(S) Standard
Job
Truss
I russ I ype
Qty Ply
2263426
E5A
Roof Special
1 1
V
Job Reference (optional)
tsumers t-Irstsource, Ft vierce, FL Hun: 8.420 s Aug gg 25 2020 Pnnt: 8.420 s Aug 25 2020 MITek Industries, Inc. Fn Dec 18 12:32:31 2020 Page 1
ID:WgVyBM2YF1TBnQPx_?7aCEzefSHfdmY5xQBRJMQ46PSuYogVOA1 LJu4r3c8um3cvFKy71?E
4-2-3 5-10-12 11-6-0 17-1-4 23-0-0
4-2-3 1-8-8 5-7-4 5-7-4 5-10-12
5x6 =
" 3x8
3x6 =
4-2-3 5-10-12 11-4-4 11i6-0 17-1-4 22-6-0 23 Oro
4-2-3 1-8-8 5-5-8 6- -12 5-7-4 5-4-12 6-
Scale = 1:50.8
Plate Offsets (X,Y)--
[6:0-1-0,Edge)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.42
Vert(LL)
0.26
7-8
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.36
7-8
>765
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.74
Horz(CT)
0.33
6
n/a
n/a
BCDL 10.0
Code FBC2017/fP12014
Matrix-MSH
Weight: 141 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Right: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=914/Mechanical, 6=914/0-6-0 (min. 0-1-8)
Max Horz 11= 378(LC 13)
Max Upliftl 1 =-614(LC 12), 6=-602(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1 -11 =-998/678, 1-15=-2365/1404, 2-15=-2353/1407, 2-3=-3127/1823, 3-16=-2356/1134,
4-16=-2326/1148, 4-17=-2317/1215, 5-17=-2340/1200, 5-18=-3298/1571, 6-18=-3338/1557
BOT CHORD 10-11=-409/407, 9-10= 1656/2458, 8-9=-1729/2684, 7-8=-1241/2809, 6-7=-1229/2787
WEBS 1 -1 0=-1 333/2283, 2-1 0=-1 352/837, 4-8=-957/2049, 5-8=-1017/1010, 3-8=-903/856,
2-9=-71/291
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-6-0, Exterior(2) 11-6-0 to 14-6-0,
Interior(1) 14-6-0 to 23-0-0 zone;C-C for members and forces & MWFRS for reactions shown; 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) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 6 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 bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 11=614,
6=602.
LOAD CASE(S) Standard
Job
russ
I russ I ype
ty y
2263r126
F1
GABLE
1 1
Job Reference (optional.).
uumers rirst6ource, m merce, rL
3x4 11
muID WgVyBM2YF1TBnOPx_?7aCEzefWFrYfrL6ChrzgnMicFifDiz5b6m3hy4XhhADN50KDy/I?C
Scale=1:36.1
3x6 FP-
3x4 11
�i
11
fl
YI
11
Y
fl
if
fl
r
�
Y
ff �i
Y
38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
3x4 II 3x6 FP= 3x4 II
0
N
22-1-0
1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0
12-0-0 13-4-0
14-8-0 16-0-0 17-4-0 18-8-0 , 20-0-0
21-4-0 21-9-B
1-4-0 1-4-0 i-4-0 1 4-0 1 4 0 1 4-0 1 4 0 1-4-0
1-40
1-4-0 1 4-0 1 4-0 1-4-0 1 4-0
1-4-0 0-5-8
0-3-8
Plate Offsets (X,Y)-- (1:Edge,0-1-81, I38:Edge,0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES
GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.08
Vert(LL) n/a
n/a 999
MT20
244/190
TCDL 10.0
Lumber DOL 1.00
BC 0.02
Vert(CT) n/a
n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.03
Horz(CT) 0.00
20 n/a n/a
BCDL 5.0
Code FBC2017/TP12014
Matrix-R
Weight: 118 Ib
FT = 20%F, 11%E
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2(flat)
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat)
end verticals.
WEBS 2x4 SP No.3(flat)
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing"
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 22-1-0.
(lb) - Max Grav All reactions 250 lb or less at joint(s) 38, 20, 37, 36, 35, 34, 32, 31, 30, 29, 28, 27, 26, 25, 24, 23,
22,21
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) All plates are 2x4 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.
LOADCASE(S) Standard
Job
I russ
I russ I ype
Qty
Ply
2263426
F2
Floor
11
1
W
Job Reference (optional)
ouuoers R5!Suurce, R Pierue, FL Run: 8.420 5 Hu LO LULU Prim: tl.4ZU 5 AU
ZD LUZU MI I eK In(>uSIfIBS, inc. Fri Dec 1 tl 1 Z:JZ:JJ ZUZU ra e
ID:WgVyBM2 F1TBnQPx_?7aCEze 8H-Z9frL6ChrzgnMicHfDiz5b6cQhmZXXCADNu'u Dy I?C
2-6-0 �2-2-0 2-0-0 2-2-0
Scale=1:36.6
3x4 11
1
3x6 =
3x4 =
46 = 2x4 11 3x4 = 2x4 11 2x4 11 3x6 FP= 2X4 11 4x6 =
2 3 4 5 6 7 8 9 10
5x8 = 3x8 MT20HS FP= 3x4 = 5x8 = 3x6 =
3x4 =
22-0-8
0
0
N
Plate Offsets (X,Y)--
[1:Edge,0-1-81, [5:0-1-8,Edge], [6:0-1-8,0-0-01,
[14:0-1-8,Edge],
[15:0-1-8,Edge1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/dell
L/d
PLATES
GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.76
Vert(LL)
-0.34 13-14
>769
360
MT20
244/190
TCDL 10.0
Lumber DOL 1.00
BC 0.82
Vert(CT)
-0.44 13-14
>598
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.64
Horz(CT)
0.08 12
n/a
n/a
BCDL 5.0
Code FBC2017/TP12014
Matrix-SH
Weight: 123 Ib
FT = 20%F, 11%E
LUIVIBER- BRACING -
TOP CHORD 2x4 SP No.1(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except
T2: 2x4 SP No.2(flat) end verticals.
BOT CHORD 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 18=1215/0-6-0 (min. 0-1-8), 12=1215/0-6-0 (min. 0-1-8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2609/0, 3-4=-2609/0, 4-5=-3562/0, 5-6=-3562/0, 6-7=-3562/0, 7-8=-3562/0, 8-9=-2608/0, 9-10=-2608/0
BOT CHORD 17-18=0/1523, 16-17=0/3275, 15-16=0/3275, 14-15=0/3562, 13-14=0/3275, 12-13=0/1524
WEBS 2-18= 1872/0, 10-12=-1872/0, 2-17=0/1345, 10-13=0/1344, 4-17=-825/0, 8-13=-826/0, 4-15=-41/677, 8-14=-39/675,
5-15=-317/0, 6-14=-316/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
oTruss
lruss lype
ty
ply
226?,�126
F3
Floor
6
1
.. ... _.. ... _ _ �....-
Job Reference (optional)
x anon \AT..L 1...6 ...rim Inn Cri Dec8 12:32:34 2020 Pene 1
ounaers rirstauuruu, rt nerve, rr_ �.�� �..,.�w .,� �..�.. �..,.y �.. �.,�.. .,, ... ...,..... ... ..........�.,,_.,.. _,._.. .
ID:WgVyBM2YF TBnQPx_?7aCEzefBH-1LDDZSDJcHoersBTDwDCeoen653DG_QKS1gZsfy 1?13
2-6-0 2-2-4 2-0-0 „ 2-2-4
Scale=1:36.6
3x4 =
46 = 2x4 11 3x4 = 2x4 II 2x4 11 3x6 FP= 2x4 11 4x6 =
2 3 4 5 6 7 8 9 10
3x8 MT20HS FP= 3x4 = 3x4 = 5x8 = 3x6 =
5x8 =
22-1-0 22 4-8
Plate Offsets (X Y)--
[1:Edge 0-1-8] [5:0-1-8,Edge1 [6:0-1-8,0-0-01 F1 4:0-1 -8,Edgel,
[15:0-1-8,Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES
GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.77
Vert(LL)
-0.35 15-17
>761
360
MT20
244/190
TCDL 10.0
Lumber DOL 1.00
BC 0.98
Vert(CT)
-0.45 13-14
>592
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.64
Horz(CT)
0.08 12
n/a
n/a
BCDL 5.0
Code FBC2017/TP12014
Matrix-SH
Weight: 123 Ib
FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) `Except` TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except
T1: 2x4 SP No.1(flat) end verticals.
BOT CHORD 2x4 SP No.2(flat) 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
B2: 2x4 SP No. 1(flat) 2-2-0 oc bracing: 15-17.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 18=1217/Mechanical, 12=1217/0-6-0 (min. 0-1-8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2615/0, 3-4=-2615/0, 4-5=-3576/0, 5-6=-3576/0, 6-7=-3576/0, 7-8=-3576/0, 8-9=-2615/0, 9-10=-2615/0
BOT CHORD 17-18=0/1526, 16-17=0/3284, 15-16=0/3284, 14-15=0/3576, 13-14=0/3284, 12-13=0/1527
WEBS 2-18=-187610, 10-12=-1876/0, 2-17=0/1 349,10-13=0/1348, 4-17=-829/0, 8-13=-830/0, 4-15=-39/681, 8-14=-37/679,
5-15=-318/0, 6-14=-316/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.,
LOAD CASE(S) Standard
11
Job
Truss
I russ I ype
Utyy
2263426
F4
Floor
2 1
FJ.bR.fL...
(optional)
ounuGlJ rn SlOuu�GC, R rIC1Ue, rL I-[UO: 6.4ZU 5 HU9 LJ LULU rOOi: tl.4LU 5 HU LD LULU M eK IODUS[OBS, IOC. rrl UBC 1 C 1 Z:3Z:3b LULU ra e i
ID:WgVyBM2YF1TBnQPx_?7aCEzef8H- nbmoExMbwVbOmgndIRAOBuZVOm?SrThha6O5y I?A
2-6-0 2-0-12 2-0-0 „ 2-0-12
Scale=1:36.2
2x4 11
3x4 11 46 = 2x4 11 3x4 = 2x4 11 2x4 11 3x4 = 3x6 FP— 46 = 3x4 11
1 2 3 4 5 6 7 8 9 10 11
18 17 16 15 14
3x6 = 3x8 MT20HS FP= 3x4 = 3x4 =
5x8 =
PA511111
13 12
5x8 = 3x6 =
0
0
N
Plate Offsets (X,Y)--
[1:Edge,0-1-81, [5:0-1-8,Edge], [6:0-1-8,0-0-0], [14:0-1-8,Edge],
[15:0-1-8,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES
GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.98
Vert(LL)
-0.35 15-17
>742
360
MT20
244/190
TCDL 10.0
Lumber DOL 1.00
BC 0.96
Vert(CT)
-0.45 15-17
>582
240
MT20HS
187/143
BCLL 0.0
Rep Stress Incr YES
WB 0.63
Horz(CT)
0.08 12
n/a
n/a
BCDL 5.0
Code FBC2017/TP12014
Matrix-SH
Weight: 122 Ib
FT = 20%F, 11 %E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
B2: 2x4 SP No. 1(flat) 2-2-0 oc bracing: 15-17.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 18=1203/Mechanical, 12=1203/Mechanical
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2577/0, 3-4=-2577/0, 4-5=-3494/0, 5-6=-3494/0, 6-7= 3494/0, 7-8=-2577/0, 8-9=-2577/0, 9-10=-2577/0
BOT CHORD 17-18=0/1507, 16-17=0/3227, 15-16=0/3227, 14-15=0/3494, 13-14=0/3227, 12-13=0/1507
WEBS 2-18=-1852/0, 10-12=-1852/0, 2-17=0/1 326,10-13=0/1325, 4-17=-805/0, 7-13= 805/0, 4-15= 46/654, 7-14=-47/654,
5-15=-310/0, 6-14=-310/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are MT20 plates unless otherwise indicated.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Job
Iruss
fruss lype
ty
y
2263926
�F5
Floor
1
1
Job Reference (optional)
esuncers rlrstjource, ri rlerce, rL
2-6-0 0-11-12 2-0-0 0-111�
2x4 11
2x4 11
MWI1 0.44u SS MU 4 LVLV -111L. 0.44V J MV 40 -- IVII I Gib 111-111GJ, 1114. riI UCV 10 1 G.—OU GUGU rG I
ID:WgVyBM2YFiTBnQPx_?7aCEzef H-zkL_7Fa7u2MDALsKLGgjDkCYvw6k?wdvLJgxYy I?9
2-5-8 „ 2-0-0 2-5-8
20 11
3x6 FP= 20 II
Scale=1:35.8
0
0
N
3x6 = 3x6 FP= 3x6 = 3x6 =
9-7-0 21-10-0 22-1,-8
9-7-0 12-3-0 0-3-8
Plate Offsets (X,Y)-- [1:Edge,0-1-8], [3:0-1-8,Edge], [4:0-1-8,Edge], [9:0-1 -8, Edge], [10:0-1-8,0-0-0], [14:0-1-8,Edge], [15:0-1-8,Edge], [18:0-1-8,Edge], [19:0-1-8,Edge]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.39
Vert(LL)
-0.03 19-20
>999
360
MT20 244/190
TCDL 10.0
Lumber DOL
1.00
BC 0.25
Vert(CT)
-0.07 13-14
>912
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.19
Horz(CT)
0.01 13
n/a
n/a
BCDL 5.0
Code FBC2017/TP12014
Matrix-SH
Weight: 125 Ib FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 14-15.
REACTIONS. All bearings 12-8-0 except (jt=length) 20=Mechanical.
(lb) - Max Grav All reactions 250 Ib or less at joint(s) except 20=500(LC 1), 16=859(LC 4), 13=252(LC 3), 15=469(LC 3),
14=442(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-588/0, 3-4=-588/0, 4-5=-588/0
BOT CHORD 19-20=0/525, 18-19=0/588, 17-18=0/470, 16-17=0/470
WEBS 6-16=-278/0, 2-20=-645/0, 5-16=-647/0, 5-18=0/275, 7-16=-308/0, 7-15=-352/0, 11-14=-302/0
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x4 MT20 unless otherwise indicated.
3) Refer to girder(s) for truss to truss connections.
4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
5) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Job
I russ
ty
y
2263426
F6
Fruss-7y—pe
1
1
c
Job Reference (optional)
oU, 6r, rn owuw , L Merce, � nun. 0'" 5 Pu GJ NGV rnnl: 0.4CU 5 /1V 25 NGV MI I eK inVuS[nes, Inc. rn Dec 18 I2:3Z:3/ LULU ra e i
ID:WgVyBM2YF1 BnQPx_?7aCEzefBH- wvMBTFCuCADgKv2u2nvFRGN4JE7TSsm8?3DTy I?8
2-6-0 1-1-12 2-0-0 1-1-12
Scale=1:16.2
3X4 11 3x4 = 2X4 11 3x4 = 3x4 11
1 2 3 42x4 11 5 6
3x6 = 3x6 =
9-9-0
10-0-5
9-9-0
0-3-8
Plate Offsets (X,Y)--
j1:Edge,0-1-81, j3:0-1-8,Edgej, j4:0-1-8,Edgej,
j8:0-1-8,Edgej,
j9:0-1-8,Edgej
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/dell
L/d
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.40
Vert(LL)
-0.05
7-8
>999
360
MT20 244/190
TCDL 10.0
Lumber DOL 1.00
BC 0.33
Vert(CT)
-0.07
7-8
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.21
Horz(CT)
0.01
7
n/a
n/a
BCDL 5.0
Code FBC2017/TP12014
Matrix-SH
Weight: 61 lb FT = 20%F, 11%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 10=539/0-6-0 (min. 0-1-8), 7=539/Mechanical
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-687/0, 3-4=-687/0, 4-5=-687/0
BOT CHORD 9-10=0/579, 8-9=0/687, 7-8=0/579
WEBS 2-10=-711/0, 5-7=-711/0, 2-9=0/323, 5-8=0/323
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
oTruss
I russ I ype
ty
y
2263;26
F7
Floor
1
1
Job Reference (optional)
ouauets r—touu—, rt n UU, rL
s
ID:WgVgBM2YF1 BnGPx_?7aCEzefBHyl wvMBTFCuCADgKv2u2nvFRGNAJGoTUlm8FEY �71?8
1-7-0
Scale=1:16.8
3x4 11 3x4 = 2x4 11 5x6 = 3x4 = 3x4 11
1 2 3 4 5 6
3x6 = 5x6 = 3x6 = 3x6 =
5-11-8
6r110
10-1-8 10 5-4
5-11-8
0-1-8
4-0-8 3-
Plate Offsets (X,Y)-- (1:Edge,0-1-81
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/dell Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL
1.00
TC 0.39
Vert(LL) 0.00
8 "" 360
MT20 244/190
TCDL 10.0
Lumber DOL
1.00
BC 0.22
Vert(CT) -0.06
9-10 >999 240
BCLL 0.0
Rep Stress Incr
YES
WB 0.09
Horz(CT) 0.00
7 n/a n/a
BCDL 5.0
Code FBC2017/TP12014
Matrix-P
Weight: 69 lb FT = 20%F, 11 %E
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2(flat)
TOP CHORD
Structural wood sheathing directly applied or 10-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat)
end verticals.
WEBS 2x4 SP No.3(flat)
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. All bearings 6-1-0 except Qt=length) 7=0-4-0.
(lb) - Max Grav All reactions 250 lb or less at joint(s) 7, 8 except 10=254(LC 3), 9=443(LC 3), 8=258(LC 4)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-9=-307/0, 5-8=-274/0
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 3-1 Old (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
I russ
russ ype
Qty Ply
2263426
F9
Floor
18 1
a
Job Reference (optional)
2-6-0
3x4 11 46 =
1 2
MU". o.vcu s Nu co eucu rnnr. awu s NHa zuu ni eK muses, c. n uec i o i z:suu a i
EfBz-vm
ID:WgVyBM2 F1TBnQPx_?7aC7TkPpGgfW14STUFSml8oepQciR9Cg2wNfon?Qy?7 0 1-0-0 �
Scale=1:32.7
2x4 11 3x4 = 2x4 11 2x4 11 3x4 = 2x4 11 4x6 = 3x4 11
3 4 5 6 7 8 9 10
0
0
N
16 15 14 13 12 11
3x6 = 46 = 3x4 = 3x4 = 4x6 = 3x6 =
19-8-8 20 0 0
10-a-a n-a-
Plate Offsets (X,Y)-- [1:Edge,0-1-81, [5:0-1-8,Edge1, [6:0-1-8,0-0-01, [13:0-1-8,Edge1,
[14:0-1-8,Edge1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 40.0
Plate Grip DOL 1.00
TC 0.92
Vert(LL) -0.23 14-15 >999 360
MT20 244/190
TCDL 10.0
Lumber DOL 1.00
BC 0.92
Vert(CT) -0.29 14-15 >818 240
BCLL 0.0
Rep Stress Incr YES
WB 0.54
Horz(CT) 0.07 11 n/a n/a
BCDL 5.0
Code FBC2017/TP12014
Matrix-SH
Weight: 114 Ib FT = 20%F, 11%E
LUMBER- BRACING -
TOP CHORD 2x4 SP N0.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
BOT CHORD 2x4 SP No2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
REACTIONS. (lb/size) 16=1086/Mechanical, 11=1086/Mechanical
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2254/0, 3-4= 2254/0, 4-5=-2839/0, 5-6=-2839/0, 6-7=-2839/0, 7-8=-2254/0, 8-9= 2254/0
BOT CHORD 15-16=0/1343, 14-15=0/2742, 13-14=0/2839, 12-13=0/2742, 11-12=0/1343
WEBS 2-16=-1650/0, 9-11=-1650/0, 2-15=0/1129, 3-15= 255/0, 9-12=0/1129, 8-12=-255/0, 4-15=-605/0, 7-12=-605/0,
4-14=-146/527, 7-13=-146/527, 5-14=-367/81, 6-13= 367/81
NOTES-
1) Unbalanced floor live loads have been considered for this design.
2) Refer to girder(s) for truss to truss connections.
3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
n
Job
I russ
I russ I ype
ty
y
2263626
FG2
FLAT GIRDER
1
2
Job Reference (optional)
aumers rirstsource, rt vierce, t-L nun: o.vcu s Hug ea cucu rnnr. o. u s Hu ca tutu n u en n iuuauros, nit. r i o "
ID:WgVyBM2YFiTBnQPx_?7aCEzef H-OJ16c9HSQpQx4d3ROTpNLsMnx6vlxEg3ZJ KKty I?6
2-9-8 5-7-0
2-9-8 2-9-8
4x6 =
4x6 = 2x4 11
1 2 3
2x4 11 2x4 11
Scale=1:13.9
2-9-8
5-3-8 5-7-0,
2-9-8
2-6-0
Plate Offsets (X,Y)-- (5:0-5-0,0-4-1 21
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL) 0.02
5-6 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.38
Vert(CT) -0.03
5-6 >999 180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.66
Horz(CT) 0.00
4 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 77 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-7-0 cc purlins, except
BOT CHORD 2x6 SP M 26
end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (lb/size) 6=2565/1-1-8 (min. 0-1-8), 4=1126/0-5-8 (min. 0-1-8)
Max Uplift6= 1700(LC 4), 4=-669(LC 4)
Max Grav6=31 11 (LC 2), 4=1613(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-1572/783, 1-2=-2420/1121, 2-3=-2420/1121, 3-4=-1572/783
WEBS 1-5=-1298/2801, 2-5=-66/290, 3-5=-1298/2801
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 -1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 cc.
Webs connected as follows: 2x4 -1 row at 0-9-0 cc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
4) 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 ANSIlTPI 1.
5) Provide adequate drainage to prevent water ponding.
6) Gable studs spaced at 2-0-0 cc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1700 lb uplift at joint 6 and 669 lb uplift at
joint 4.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1183 lb down at 1-5-4, and 2651 lb
down and 2025 lb up at 1-6-0, and 1183 lb down at 3-5-4 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
LOAD CASE(S) Standard
1) Deed + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-6=-20
Concentrated Loads (lb)
Vert: 7=-2959(F=-308, B=-2651) 8=-308(F)
Job
I russ
uss ype
ty
y
2263426
FG3
TFLOOR
1
3
e
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Augg�25 2020 Print: 8.420 s Au gg 25 2020 MiTek Industries, Inc. Fri Dec 18 1232:40 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzefBH-sVaUgV14B7ZohnedZBKct3uoXWBVgduCgzHt4Jy71?5
5-3-6 10-5-0 15-6-10 20-10-0
5-3-6 5-1-10 5-1-10 5-3-6
Scale = 1:36.2
3x4 11 Bx14 MT20HS= 2x4 II 3x8 = Bx14 MT20HS= 3x4 11
6x12 MT20HS= 3x8 I I 10x12 = 3x8 11 6x12 MT20HS=
5-3-6 10-5-0 15-6-10
LOADING (psf)
TCLL 40.0
TCDL 10.0
BCLL 0.0
BCDL 5.0
SPACING- 2-0-0
Plate Grip DOL 1.00
Lumber DOL 1.00
Rep Stress Incr NO
Code FBC2017fFP12014
CSI.
TC 0.77
BC 0.67
WB 0.90
Matrix-MSH
DEFL. in (loc) I/defl Ud
Vert(LL) -0.46 9 >536 360
Vert(CT) -0.62 9 >393 240
Horz(CT) 0.08 7 n/a n/a
PLATES
MT20
MT20HS
Weight: 361 lb
GRIP
244/190
187/143
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-1-10 cc purlins, except
BOT CHORD 2x6 SP M 26 end verticals.
WEBS 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
W1: 2x6 SP No2, W3: 2x4 SP No.3
REACTIONS. (lb/size) 11=7006/0-6-0 (min. 0-1-15), 7=5881/Mechanical
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-325/0, 1-2= 988/0, 2-3= 22005/0, 3-4= 22005/0, 4-5=-22005/0, 5-6=-725/0, 6-7=-309/0
BOT CHORD 11-12=0/17295, 12-13=0/17295, 10-13=0/17295, 10-14=0/17295, 14-15=0/17295, 9-15=0/17295, 9-16=0/15891,
16-17=0/15891, 8-17=0/15891, 8-18=0/15891, 18-19=0/15891, 7-19=0/15891
WEBS 2-11 =-17130/0, 2-10=0/3301, 2-9=0/4941, 3-9=-473/0, 5-9=0/6413, 5-8=0/2466, 5-7=-15931 /0
NOTES-
1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 cc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply
connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) All plates are MT20 plates unless otherwise indicated.
4) The Fabrication Tolerance at joint 4 = 20%
5) Refer to girder(s) for truss to truss connections.
6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to
be attached to walls at their outer ends or restrained by other means.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1207 lb down at 1-7-12, 1207 lb
down at 3-7-12, 1207 lb down at 5-3-12, 1207 lb down at 7-3-12, 1207 lb down at 9-3-12, 1207 lb down at 11-3-12, 1193 lb down at
13-3-12, and 1193 lb down at 15-3-12, and 490 lb down at 17-3-12 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 (plf)
Vert: 1-6=-100, 7-11=-10
Concentrated Loads (lb)
Vert: 10=-1207(B) 8=-1193(B) 12= 1207(B) 13= 1207(B) 14=-1207(B) 15=-1207(B) 16=-1207(B) 17=-1193(B) 18=-490(8)
19= 529
Job
I russ
Truss Type
Ply
2263; 26
GIGE
GABLE
1 1
Job Reference o tional
Builders FirstSource, Ft Pierce, FL Kun: a.4zu s Au Zo ZUZu Ynn: m4Zu s Aug ZO ZUZV MI I eK 11MUSIries, KIU. "' u.. 10 I..- "" a e i
ID.W 4V M2 FiTBnQPx_?7aCEZefBH-ouiFEBJKjkpWx5o0hcN4yU_FXKy38hmVIHm_8Cy I?3
16-10-11 23-1-5 40-0-0
16-10-11 6-2-9 16-10-11
5x8 = 5x8 =
46 = 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 46
5x6 = 5x6 =
Scale = 1:76.7
0
jcn
6
2-0-0 39-8-8
40 0 0
2-0-0 37-8-8
0- -8
Plate Offsets (X Y)-- (11:0-4-0 0-2-13] (15:0-4-0 0-2-131(32:0-3-0 0-3-01,f38:0-3-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.29
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.28
Vert(CT) n/a
n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.30
Horz(CT) 0.02
26 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 358 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 9-2-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS
1 Row at midpt 13-35, 12-36, 10-37, 9-38, 14-34, 16-33,
17-32
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 36-0-0.
(lb) - Max Horz44=-624(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 36, 37, 34, 33 except 35= 150(LC 8),
38=-232(LC 12), 39=-219(LC 12), 40=-206(LC 12), 41=-217(LC 12), 42= 155(LC
12),
43= 486(LC 12), 44= 491(LC 8), 32= 233(LC 13), 31=-219(LC 13), 30= 206(LC 13),
29=-215(LC 13), 28=-166(LC 13), 27=-429(LC 13), 26= 370(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 35, 36, 37, 38, 39, 40, 41, 42, 34,
33, 32, 31, 30, 29, 28 except 43=526(LC 10), 44=531(LC 11), 27=442(LC 11),
26=430(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-352/345, 2-3=-485/500, 3-4=-283/318, 4-5=-267/383, 5-6= 256/391, 6-7=-290/468,
7-8=-396/544, 8-9=-508/627, 9-10=-627/723, 10-11=-588/687, 11-12= 586/689,
12-13=-586/689, 13-14= 586/689, 14-15=-586/689, 15-16=-588/687, 16-17= 627/723,
17-18=-508/582, 18-19=-396/481, 19-20=-290/405, 20-21=-170/328, 21-22=-183/320,
23-24=-363/379, 24-25=-281 /274
BOT CHORD 1-44=-374/401, 43-44=-296/333, 42-43= 296/333, 41-42= 296/333, 40-41=-296/333,
39-40=-296/333, 38-39=-296/333, 37-38=-296/333, 36-37=-296/333, 35-36= 296/333,
34-35=-296/333, 33-34=-296/333, 32-33=-296/333, 31-32=-296/333, 30-31= 296/333,
29-30= 296/333, 28-29= 296/333, 27-28=-296/333, 26-27= 296/333, 25-26=-296/333
WEBS 9-38=-255/252, 3-43=-382/429, 2-44=-362/332, 17-32=-255/254, 23-27=-322/388,
24-26=-296/247
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Corner(3) -0-0-2 to 2-11-14, Exterior(2) 2-11-14 to 16-10-11, Corner(3) 16-10-11 to 20-0-0,
Exterior(2) 20-0-0 to 23-1-5, Corner(3) 23-1-5 to 26-0-0, Exterior(2) 26-0-0 to 40-0-2 zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; 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) Provide adequate drainage to prevent water ponding.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7 Tbis tr ss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
C ntlnued on page 2
Job
I russ
Truss —Type
Qry�PIT
y
2263426
GIGE
GABLE
1
Reference (optional)
tsuaers Pirstsource, rt Pierce, rt_
Hun: I1 420 s Augg 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:42 2020 Page 2
ID WgVyBM2YF1 TBnQPx_?7aCEzefBH-oui FEBJKjkp Wx5o0hcN4yU_FXKy38hmV I Hm_8Cy7l?3
NOTES-
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 anyl
other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 36, 37, 34, 33 except Ot=lb) 35=150, 38=232, 39=219,
40=206, 41=217, 42=155, 43=486, 44=491, 32=233, 31=219, 30=206, 29=215, 28=166, 27=429, 26=370.
10) Non Standard bearing condition. Review required.
LOAD CASE(S) Standard
Job
I russ
I russ I ype
ty
y
2263,4, 26
�G2
Roof Special
27
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Augg 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:43 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-G4GdSXKzU2xNZFNCFJuJViWLRjEBtAxfXxWYgey71?2
2-6-8 9-1-1 9r11-12
2-6-8 6-6-9 0-10-11
Scale: 3/16"=1'
6x8 = 46 II
6x8 = 3
6x8 =
6x8 =
6x8 =
v
CV
6x8 = N
7
2x4 11
3x4-yF 12
z-o-o a s-6
9-4-8
s,er4
6-10-0
0-3-8
Plate Offsets (X,Y)--(1:0-2-0,0-1-31,(2:0-1-0,0-2-01,(3:0-1-8,0-3-01,j3:0-5-4,Edgel,j6:0-5-0,0-2-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL)
-0.10
4-5 >741 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.54
Vert(CT)
-0.21
4-5 >371 180
MT20HS 187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.18
Horz(CT)
-0.10
7 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 114 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SP No.2 'Except`
end verticals. Except:
82: 2x4 SP No.2
10-0-0 oc bracing: 5-6
WEBS 2x4 SP No.3 *Except*
BOT CHORD
Rigid ceiling directly applied or 6-0-0 cc bracing.
W2: 2x6 SP No.2
WEBS
1 Row at midpt 3-4
OTHERS 2x8 SP 2400F 2.0E
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=210/0-6-12 (min. 0-1-8), 6=529/0-3-8 (min. 0-1-8)
Max Horz 6=945(LC 12)
Max Uplift7=-289(LC 12), 6=-327(LC 12)
Max Grav7=251(LC 19), 6=684(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-7=-403/39612-6=-608/423
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 9-2-12 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
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, with BCDL = 10.Opsf.
5) Bearing at joint(s) 7 considers parallel to grain value using ANSl/TP1 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) except Gt=lb) 7=289,
6=327.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
Truss
I russ Type
Qty
71Y
2263426
G3
ROOF SPECIAL
5
1
Job Reference (optional)
Builders Flrstsource, Ft Fierce, FL Run: 8.420 s Aug�25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:44 2020 Page 1
I D: WgVyBM2YF1 TBnQPx_?7aCEzef8 H-kHq?ftLbFM3DAOyOoOPY1 v3bd7aPcbUolbF5 D4y71?1
2-6-8 9-1-1 9 11- 2
2-6-8 6-6-9 0-10- 1 _
Scale: 3/16"=l'
6x8 = 4x12 II
6x8 = 3
6x8 =
6x8 =
6x8 =
v
N
6x8 = N
7
2x4 11
3x4-1-,12
Q-8-0 2-8-8
9-4-8
9 8�
-8-0 1-10-8
6-10-0
0-9-�I'1
0-3-8
Plate Offsets (X,Y)-- fl:0-0-3,Edge],fl:0-6-0,0-0-11,f3:0-1-8,0-3-0],f6:0-5-0,0-3-81
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in (loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL)
-0.11 4-5 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.54
Vert(CT)
-0.21 4-5 >519 180
MT20HS 187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.28
Horz(CT)
-0.05 7 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 126 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SP No.2 *Except*
end verticals. Except:
B2: 2x4 SP No.2
10-0-0 oc bracing: 5-6
WEBS 2x4 SP No.3'Except'
BOT CHORD Rigid ceiling directly applied or 6-6-10 oc bracing.
W2: 2x6 SP No.2
WEBS
1 Row at midpt 3-4, 3-6
OTHERS 2x8 SP 2400F 2.0E
MiTek recommends that Stabilizers and required cross bracing
WEDGE
be installed during truss erection, in accordance with Stabilizer
Left: 2x6 SP No.2
Installation guide.
REACTIONS. (lb/size) 1=399/0-3-8 (min. 0-1-8), 7=340/0-6-12 (min. 0-1-8)
Max Horz 1=955(LC 12)
Max Upliftl=-246(LC 12), 7=-370(LC 12)
Max Grav1=470(LC 19), 7=389(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-607/391, 2-13=-650/446, 3-13= 647/477, 3-7=-573/523, 2-6=-456/456
BOT CHORD 1-6=-1233/1278
WEBS 3-6=-747/875
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 9-2-12 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
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) Bearing at joint(s) 7 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) except Qt=lb) 1=246,
7=370.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
oTruss
i russ I ype
Qty
y
2263$26
G4
ROOF SPECIAL
4
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Hun: 6.42U s AUg 2b 2U2U runt: 6.4"LU s Aug 2b zuzU MI I eK industries, Inc. rn Dec 1 a 1 Z:32:4b CU2u rage 7
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-CTONtCMDOfB4oYXbMkwna7chwXweL4Rx_F?eIWy71?0
2-6-8 9-1-1 9r11-1i2
2-6-8 6-6-9 0-10-11
Scale: 3/16"=1'
6x8 = 46 II
6x8 = 3
6x8 =
6x8 =
6x8 =
v
N
6x8 = N
7
2x4 11
3x4-fF 12
2-0-0 2-6-6
9-4-8
st
2-0-0 6-8
6-10-0
0-3-112
0-3-8
Plate Offsets (X Y)-- [1:0-2-0 0-1-31 [2:0-1-0 02-0j [3:0-1-8 0-3-0j [3:0-5-4 Edgel [6:0-5-0,0-2-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(too) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL)
-0.10
4-5 >741 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.54
Vert(CT)
-0.21
4-5 >371 180
MT20HS 187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.18
Horz(CT)
-0.10
7 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 114 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SP No.2 'Except*
end verticals. Except:
B2: 2x4 SP No.2
10-0-0 oc bracing: 5-6
WEBS 2x4 SP No.3 *Except*
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
W2: 2x6 SP No.2
WEBS
1 Row at midpt 3-4
OTHERS 2x8 SP 2400F 2.0E
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 7=210/0-6-12 (min. 0-1-8), 6=529/0-3-8 (min. 0-1-8)
Max Horz 6=945(LC 12)
Max Uplift7= 289(LC 12), 6= 327(LC 12)
Max Grav7=251(LC 19), 6=684(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-7=-403/396, 2-6=-608/423
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -0-0-2 to 2-11-14, Interior(1) 2-11-14 to 9-2-12 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
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, with BCDL = 10.Opsf.
5) Bearing at joint(s) 7 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) except (jt=lb) 7=289,
6=327.
7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard
Job
Truss
I russ I ype
Qty
Ply
2263426
G5
Common
18
1
{
Job Reference (optional)
builders FirstSource, Ft fierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:46 2020 Page 1
I D:WgVyBM2YF1 TBnQPx_?7aCEzefBH-gfym4YMrnzJxQi5nwRR07K8vgxGO4SW5DvkCHzy71??
5-10-12 10-10-7 15-10-2 21-8-14
5-10-12 4-11-11 4-11-11 5-10-12 _
6x8 =
Scale=1:40.6
7-6-10 14.2-4 21-5-6 21 6 12
7-6-10 6-7-9 7-3-2 0 3
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.40
Vert(LL)
0.23
9-12
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.58
Vert(CT)
-0.27
8-9
>935
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.51
Horz(CT)
0.28
7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
LUMBER -
TOP CHORD 2x8 SP 240OF 2.0E
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=855/0-10-3 (min. 0-9-6), 7=847/0-10-3 (min. 0-9-4)
Max Horz 1=-379(LC 8)
Max Upliftl=-548(LC 12), 7=-552(LC 13)
PLATES GRIP
MT20 244/190
MT20HS 187/143
Weight: 129 lb FT = 20
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 8, 9
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-626/487, 2-3=-2315/1234, 3-16=-2115/1108, 4-16=-2084/1122, 4-17=-2079/1075,
5-17=-2110/1061, 5-6=-2310/1154, 6-7=-622/346
BOT CHORD 2-9=-1296/2117, 8-9=-374/902, 6-8=-943/2109
WEBS 4-8=-575/1102, 5-8= 1086/737, 4-9=-672/1108, 3-9=-1093/844
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-1 to 3-4-15, Interior(1) 3-4-15 to 10-10-7, Exterior(2) 10-10-7 to 13-10-7,
Interior(1) 13-10-7 to 21-3-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) 1, 7 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 bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=548,
7=552.
LOAD CASE(S) Standard
Job
Truss
I russ I ype
ty
y
2262�26
G6G
ROOF SPECIAL GIRDER
1
2
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2o2c runt: 8.420 s Au gg z5 zuzu mi i eK incustnes, inc. Fri Dec i 8 i dear zuzu R e i
ID:WgVyBM2YF1TBnQPx_?7aCEzef8H-9rV81uNTYHRol sgzU9yFfYh7JLgOpwTERZUlpy I?_
4-0-12 8-1-8 8-7-0
4-0-12 4-0-12 -5-
4J = 2x4 II 46 =
1 8 9 2 1 1 3
Ti
W1
W1
BL1
131
12 5 13 4
3x8 II
Plate
4-0-12
4-0-12
5x8 =
8-3-8
6x8 =
LOADING (psf)
SPACING-
2-0-0
CS1.
DEFL.
in
(loc)
I/dell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.22
Vert(LL)
0.03
4-5
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.29
Vert(CT)
-0.03
4-5
>999
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.40
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
46 =
Scale=1:27.2
m
0
PLATES GRIP
MT20 244/190
Weight: 155 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SP No.2 end verticals.
WEBS 2x4 SP No.3 `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
W1: 2x6 SP No.2
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 6=2354/0-3-0 (min. 0-1-8), 4=2671/Mechanical
Max Uplift6=-1622(LC 10), 4=-2006(LC 4)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-2056/1408, 1-8=-1485/1066, 8-9=-1485/1066, 2-9= 1485/1066, 2-10=-1485/1066, 10-11=-1485/1066,
3-11=-1485/1066, 4-7=-1704/1207, 3-7=-1704/1208
WEBS 1-5=-1498/2086, 2-5=-1427/737, 3-5=-1395/1941
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "0") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 6=1622,
4=2006.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 626 lb down and 256 lb up at 0-6-12
, 632 lb down and 245 lb up at 2-6-12, and 632 lb down and 245 lb up at 4-6-12, and 632 lb down and 245 lb up at 6-6-12 on top chord,
and 658 lb down and 580 lb up at 1-11-4, 676 lb down and 600 lb up at 3-11-4, and 693 lb down and 618 lb up at 5-11-4, and 705 lb
down and 624 lb up at 8-1-8 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, 4-6=-20
Continued on page 2
Job
I russ
I russ I ype
ty y
2263426
G6G
ROOF SPECIAL GIRDER
1
2
i
Job Reference (optional)
nwcers mrsniource, m merce, rL
Hun: 8.420 s Aug 25 2020 Print 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:47 2020 Page 2
I D: WgVyBM2YF1 TBnQPx_?7aCEzef8H-9rV81uNTYH Rol sgzU9yFfYh7J LgOpwTERZUIpPy71?_
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 4=-705(B) 5=-676(B) 8= 449 9=-409 10=-409 11=-409 12=-658(B) 13=-693(B)
Job
I russ
I russ I ype
Qty
ply
2263426 �HIG
Half Hip Girder
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:48 2020 Pa e 1
I D: WgVyBM2YF1 TBnQPx_?7aCEzef8 H-d23 W VEOSJaZffOFA1 sU UCI E6Pkx?YG4Og DDJLry71_z
-2-6-0 4-8-9 8-1-8 12-8-8 17-3-8 21-10-8 26-9-0
2-6-0 4-8-9 3-4-15 4-7-0 4-7-0 4-7-0 ' 4-10-8
Scale=1:50.0
2.50 FIT
3x6 II 7x10 =
7x10 = 8x14 MT20HS= 2x4 II 4x10 MT20HS= 3x4 11
n 5 6 7 a 9 10
19 18 2x4 11 6x8 = 2x4 11
4x10 MT20HS=
3x6 = 4x6 = 3x6 =
10x12 =
7x10 =
8-3-0
8-1-8
4-8-9 7-10-0 7-j1,0
12-8-8
17-3-8
21-10-8
26-5-8
2Fr 0
4-8-9 3-1-7 0- -
4-5-8
47-0
4-7-0
4-7-0
0 3 8
0-2-8
0-1-8
Plate Offsets (X Y)--
F5:0-5-4,0-4-81 I8:0-5-0,Edgej, F16:0-5-8,0-5-01, [17:0-7-8,Edge], [18:0-1-8,0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.97
Vert(LL)
0.53 12-13
>413 240
MT20
244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.57
Vert(CT)
-0.46 12-13
>474 180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr NO
WB 0.89
Horz(CT)
-0.04 11
n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 164 Ito
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 'Except` TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc purlins, except
T3: 2x4 SP No.2 end verticals.
BOT CHORD 2x6 SP M 26 'Except' BOT CHORD Rigid ceiling directly applied or 4-7-15 oc bracing.
B1: 2x4 SP No.2, B2: 2x6 SP No.2 WEBS 1 Row at midpt 9-11, 6-16
WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing
W7,W1 0,W5:2x4 SP No.2, W4: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 11=1562/0-3-0 (min. 0-1-8), 2=-25/0-6-0 (min. 0-1-8), 16=3016/0-6-0 (min. 0-2-8)
Max Horz 2=211(LC 4)
Max Upliftl 1=-1441(LC 5), 2=-520(LC 19), 16=-2736(LC 4)
Max Grav 11 =1 562(LC 1), 2=404(LC 16), 16=3016(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1737/1620, 3-4=-2507/2739, 4-5=-2431/2679, 5-6=-2518/2768, 6-7=-4911/4569,
7-8= 4914/4573,8-9=-4911/4576
BOT CHORD 2-19= 1553/1623, 18-19= 1003/971, 4-17=-419/424, 16-17=-2674/2415, 16-23= 2261/2356,
23-24=-2261/2356, 15-24=-2261/2356, 15-25=-2261/2356, 14-25=-2261/2356,
13-14=-2261/2356, 13-26=-4014/4329, 26-27=-4014/4329, 12-27=-4014/4329,
12-28=-4014/4329, 28-29=-4014/4329, 11-29=-4014/4329
WEBS 6-15=-407/477, 6-13=-2416/2645, 7-13=-244/337, 9-13=-584/606, 9-12=-581/729,
9-11=-4253/3937, 5-1 6=-512/525,17-19=-547/725, 3-17=-1129/906, 6-16=-5322/4911
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=1441
,2=520,16=2736.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 253 lb down and 256 lb up at 9-0-12
, 253 Ib down and 256 lb up at 11-0-12, 253 Ib down and 256 lb up at 13-0-12, 253 lb down and 256 lb up at 15-0-12, 253 lb down and
256 lb up at 17-0-12, 253 Ib down and 256 lb up at 19-0-12, 253 lb down and 256 lb up at 21-0-12, and 253 lb down and 256 lb up at
23-0-12, and 253 lb down and 256 lb up at 24-5-0 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
Continued on page 2
Job
Truss
Truss Type
ty y
2263426
H1G
Half Hip Girder
1 1
Job Reference (optional)
rsunaers tirstsource, tt tierce, t-L
Hun: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:48 2020 Page 2
I D: WgVyBM2YF1 TBnQPx_?7aCEzef8H-d23 W VE05JaZff0 FAi sU UCI E6Pkx?YG4OgDDJ Lry71_z
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-5=-60, 5-10=-60, 18-20=-20, 11-17=-20
Concentrated Loads (lb)
Vert: 14=-253(F) 13=-253(F) 23=-253(F) 24=-253(F) 25=-253(F) 26=-253(F) 27=-253(F) 28=-253(F) 29=-253(F)
Job
I russ
russ I ype
tyPly
226%26
H2
Half Hip
1
1
Job Reference (optional)
esumers rirsmource, rr rlerce, rL
-2-6-0
2-6-0
2.50 12
6x8 : 5x6 =
nun:
s
3x4 = 3x4 = 3x4 =
15 3x8 =
3x6 =
2x4 II 4x6 = 3x4 =
3x6 =
"I
Zulu ra e i
,Oa8F8HIdXvtzstly ly
Scale=1:49.5
2x4 11
cm
N
Io
0
7-11-0 8- -0 10-1-8
18-3-12
26-2-8 2 - -0
7-11-0 0- -0 2-1-8
8-2-4
7-10-12 01318
Plate Offsets (X,Y)--
[2:0-3-1,Edge],[3:0-4-0,0-4-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL)
0.14 10-12
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.70
Vert(CT)
-0.14 10-12
>999
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.74
Horz(CT)
-0.02 9
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 144 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
T1: 2x6 SP No.2
BOT CHORD 2x6 SP No.2 *Except* BOT CHORD
Bi : 2x4 SP No.2, B2: 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 9=675/Mechanical, 2=394/0-6-0 (min. 0-1 -8),13=1189/0-6-0 (min. 0-1-8)
Max Horz 2=246(LC 8)
Max Uplift9=-560(LC 9), 2=-453(LC 8), 13= 1007(LC 8)
Max Grav9=678(LC 24), 2=394(LC 1), 13=1189(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-19=-546/82, 2-20= 299/225, 3-20=-289/249, 3-4=-388/223, 4-21=-358/209,
5-21=-358/209, 5-22=-1 611/1185, 6-22=-1 611/1185, 6-7=-1 611/1185
BOT CHORD 3-14=-902/841, 13-14=-412/375, 12-13=-412/375, 11-12= 1324/1521, 10-11=-1324/1521,
9-1 0=-1 247/1391
WEBS 3-12=-650/847, 5-12=-1249/1193, 5-10=0/309, 7-10= 48/442, 7-9=-1417/1290
Structural wood sheathing directly applied or 4-1-4 cc purlins, except
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 10-1-8, Exterior(2) 10-1-8 to 14-4-7,
Interior(1) 14-4-7 to 26-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=560,
2=453.13=1007.
LOAD CASE(S) Standard
El
o
russ
Truss Type
Qty
y
2263426�H31
Half Hip
1
Job Reference (optional) -
Builders FrstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 1812:32:50 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-ZQBGwwPMgCpNuJPY9HWyHAJViYbm0EOh8XiPPky7I_x
-2-6-0 7-11-0 12-1-8 19-3-12 26-6-0
2-6-0 7-11-0 4-2-8 7-2-4 7-2-4
5x12 =
2.50 12
2x4 11
13 4x6 = 5x8 =
4x6 =
3x6 =
2x4 11
3x6 =
1-0 8-Q-0 12-
1-0 0- -0 4-1
7-2-4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.79
Vert(LL)
0.16
8-10
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0.15
8-10
>999
180
BCLL 0.0 '
Rep Stress [nor
YES
WB 0.58
Horz(CT)
-0.00
7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2 *Except*
TOP CHORD
T2: 2x4 SP No.2
BOT CHORD 2x6 SP No.2 *Except*
BOT CHORD
Bi : 2x4 SP No.2, B2: 2x4 SP No.3
WEBS
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 7=696/Mechanical, 2=442/0-6-0 (min. 0-1-8), 11 =1 120/0-6-0
(min. 0-1-8)
Max Horz 2=281(LC 8)
Max Uplift7=-580(LC 8), 2=-489(LC 8), 11=-951(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-497/7, 3-4=-981/745, 4-18= 1503/1253, 5-18=-1503/1253, 5-19=-1503/1253,
6-19=-1503/1253, 6-7=-617/590
BOT CHORD 3-12=-920/912, 9-10=-733/902, 8-9=-733/902
WEBS 3-10= 956/1132, 4-10=-250/369, 4-8=-569/652, 5-8=-480/618, 6-8=-1229/1486
Scale=1:49.5
3x8 =
m
m
N
Io
O
PLATES GRIP
MT20 244/190
Weight: 149 lb FT = 20%
Structural wood sheathing directly applied or 3-10-7 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
1 Row at midpt 6-8
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 12-1-8, Exterior(2) 12-1-8 to 16-4-7,
Interior(1) 16-4-7 to 26-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=580,
2=489, 11 =95 1.
LOAD CASE(S) Standard
Job
Truss
I russ I ype
Qty
ply
2263,26
H4
Half Hip
1
1
o tional Job Reference
Builders FlrstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:51 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-1 c1Ie7GQ_bVxEWT_kj_1 BgOsjSyyYldUgMBSzyAy71_w
2-6-0 7-11-0 14-1-8 20-3-12 26-6-0
2-6-0 7-11-0 6-2-8 6-2-4 6-2-4
2.50 F12
5x12 =
Pn
2x4 11
14 46 = 5x8 =
3x6 =
3x4 11
4x6 =
46 =
71
3x6 =
Scale=1:49.5
I0
o
7-11-0 8- -0
14-1-8
20-3-12
26-2-8
2f-C-0
7-11-0 0- -0
6-1-8
6-2-4
5-10-12
0SP8
Plate Offsets (X,Y)--
(2:0-3-9,Edge1, f5:0-6-0,0-2-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.60
Vert(LL)
0.11 9-11
>999
240
MT20
244/190
TCDL 10.0
Lumber DOL 1.25
BC
0.58
Vert(CT)
-0.12 14-17
>849
180
BCLL 0.0 '
Rep Stress Incr YES
WB
0.84
Horz(CT)
-0.01 8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 153 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except* TOP CHORD
T3: 2x4 SP No.2
BOT CHORD 2x6 SP No.2 `Except' BOT CHORD
B1: 2x4 SP No.2, B2: 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 8=713/Mechanical, 2=478/0-6-0 (min. 0-1-8), 12=1068/0-6-0 (min. 0-1-8)
Max Horz2=317(LC 8)
Max Uplift8=-598(LC 8), 2=-516(LC 8), 12=-905(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-456/0, 3-4=-1176/889, 4-19=-1163/895, 5-19= 1129/903, 5-20=-1207/1019,
6-20=-1207/1019, 6-21 =-1 207/1019, 7-21 =-1 207/1019, 7-8=-648/611
BOT CHORD 3-13=-878/912,.10-11= 912/1095, 9-10=-912/1095
WEBS 3-11=-834/1011, 5-11=-113/261, 6-9=-414/534, 7-9=-1059/1262
Structural wood sheathing directly applied or 4-10-1 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
7-7-9 oc bracing: 9-11.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 14-1-8, Exterior(2) 14-1-8 to 18-4-7,
Interior(1) 18-4-7 to 26-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=598,
2=516, 12=905.
LOAD CASE(S) Standard
o
russ
Truss ype
ty
y
2263426
11,15
Half Hip
1
1
Job Reference (optional)
rs Firsmource, rt Tierce, rL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:52 2020 Page 1
ID:WgVyBM2YFiTBnQPx_?7aCEzefBH-VpJi LcRcMp358dZxGiYQMbOw?MJyU4dzbrBWUcy71_v
-2-6-0 7-11-0 12-0-4 16-1-8 21-3-12 26-6-0
2-6-0 7-11-0 4-1-4 4-1-4 5-2-4 5-2-4 _
Scale = 1:49.5
2.50 12
5x6 = 3x4 2x4 11
=
m
v
m
I99
ca
0
13 5x8 =
=
3x6 =
3x4 11 46
46 11
21-3-12 26-2-8
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.48
BC 0.57
WB 0.85
Matrix-MSH
DEFL. in
Vert(LL) 0.09
Vert(CT) -0.18
Horz(CT) -0.02
(loc) I/defl Ud
8-10 >999 240
8-10 >999 180
8 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 154 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 "Except' TOP CHORD
Structural wood sheathing directly applied or 5-3-7 oc purlins, except
T3: 2x4 SP No.2
end verticals.
BOT CHORD 2x6 SP No.2 'Except' BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
Bi: 2x4 SP No.2, B2: 2x4 SP No.3
7-11-11 oc bracing: 8-10.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation quide.
REACTIONS. (lb/size) 8=722/Mechanical, 2=497/0-6-0 (min. 0-1-8), 11 =1 039/0-6-0 (min. 0-1-8)
Max Horz 2=352(LC 8)
Max Uplift8=-608(LC 8), 2=-522(LC 8), 11=-890(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-445/0, 2-3=-368/109, 3-4=-1229/859, 4-18=-1223/870, 5-18=-1169/877,
5-19=-1132/889, 6-19=-1132/889
BOT CHORD 2-13=-329/349, 3-12=-862/922, 11-12=-313/324, 10-11=-313/324, 9-10=-823/877,
8-9=-823/877
WEBS 3-10=-609/824, 5-10=-96/296, 6-1 0=-1 49/401, 6-8=-976/935
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0:18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 16-1-8, Exterior(2) 16-1-8 to 20-4-7,
Interior(1) 20-4-7 to 26-4-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 8=608,
2=522,11=890.
LOAD CASE(S) Standard
Job
I russ
I russ I ype
Qty
Ply
2263�26
�H6
Half Hip
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Hun: e.azU s Aug zb zuzu runt: a.wzu s Aug zo zuzu rim i eK industries, inc. rn Dec i b 12:32:3a zuzu ra e i
ID:WgVyBM2YFiTBn�Px_?7aCEzef8H-z?tPYxSE77Byln87gP3fvpx8llgmDgP7gVx303y I_u
-2-6-0 7-11-0 12-9-13 18-1-8 22-6-0
2-6-0 7-11-0 4-10-13 5-3-11 4-4-8
J
Scale = 1:43.2
2.50 12 5x12 = 6x8 I I
17 1 1—�
0
Io
I 4xb = oxw — wxd —
3x6 = 3x4 II 3x4 =
4x6 =
7-11-0 8-0-0 12-9-13 1 18-1-8 , 22-2-8
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPl2014
CSI.
TC 0.32
BC 0.46
WB 0.30
Matrix-MSH
DEFL. in (loc) I/defl Ud
Vert(LL) 0.06 13-16 >999 240
Vert(CT) -0.12 13-16 >839 180
Horz(CT) -0.01 17 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 141 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except* TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
T3: 2x4 SP No.2
end verticals.
BOT CHORD 2x6 SP No.2 *Except' BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
B1: 2x4 SP No.2, B2: 2x4 SP No.3
8-10-10 oc bracing: 9-10.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=483/0-6-0 (min. 0-1-8), 11=904/0-6-0 (min. 0-1-8), 17=528/0-3-0 (min. 0-1-8)
Max Horz2=388(LC 8)
Max Uplift2=-505(LC 8), 11=-785(LC 12), 17=-455(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-478/0, 3-4=-812/540, 4-5=-756/548, 5-19=-555/394, 6-19=-520/402, 7-8= 313/417
BOT CHORD 2-13= 213/253, 3-12=-719/769, 9-10= 673/756, 8-9=-441/520
WEBS 3-1 0=-611/692, 5-1 0=-1 30/263, 5-9=-269/261, 6-9= 25/257, 6-8=-559/468, 7-17=-532/458
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 18-1-8, Exterior(2) 18-1-8 to 22-0-12
zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) 17 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=505,
11=785,17=455.
LOAD CASE(S) Standard
oTruss
ype
ty
y
2263426
H7
p
FH
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
-2-6-0 7-11-0
�1
3x6 =
7-11-0
5-11-3
Run: 8.420 s Aug 25 2020 1
ID:WgVyBM2YF1
2.50 F12
dustries, Inc. Fri Dec 18 12:32:53 2020 Page 1
SE77Byln87gP3fvpx8l lgi Ddi7gVx303y71_i
22-6-0
2-4_�
Scale=1:43.2
5x12 = 6x8 II
13 46 = 3x4 = 4x6 =
3x4 11
4x6 =
0-3
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.32
Vert(LL)
0.06 13-16
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.47
Vert(CT)
-0.12 13-16
>842
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.48
Horz(CT)
-0.01 17
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 `Except" TOP CHORD
T3: 2x4 SP No.2
BOT CHORD 2x6 SP No.2 *Except* BOT CHORD
B1: 2x4 SP No.2, B2: 2x4 SP No.3
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=486/0-6-0 (min. 0-1-8), 11=899/0-6-0 (min. 0-1-8), 17=530/0-3-0 (min. 0-1-8)
Max Horz 2=423(LC 8)
Max Uplift2=-503(LC 8), 11= 783(LC 12), 17=-464(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-18= 482/0, 2-3=-267/0, 3-4=-868/564, 4-5=-801/574, 5-19=-352/205, 6-19=-308/213,
7-8=-428/500
BOT CHORD 2-13=-247/270, 3-12=-718/783, 9-10=-727/808, 8-9=-267/312
WEBS 3-10= 613/702, 5-9=-542/503, 6-9= 99/329, 6-8=-528/436, 7-17=-533/466
3x4 =
PLATES GRIP
MT20 244/190
Weight: 147 lb FT = 20
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-6-8 oc bracing: 9-10.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 20-1-8, Exterior(2) 20-1-8 to 22-0-12
zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Bearing at joint(s) 17 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 bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=503,
11=783,17=464.
LOAD CASE(S) Standard
Job
I russ
Truss Type
ty
y
2263426
H8
Monopitch
1
1
•
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
-2-6-0
MiTek Industries, Inc. Fri Dec 18 12:32:64 2020
7-2-1
2.50 12 3x4 =
3x4 11
6
3x6 =
II 4Xb= =5=
3x4 =
3x4 =
Scale = 1:42.4
7-11-0 8-Q-0
15-3-15
22-2-8 22-Fj-0
7-11-0 0- -0
7-3-15
6-10-9 0-3-8
Plate Offsets (X,Y)-- [2:0-3-9,Edgej, [6:0-2-0,0-0-101
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.34
Vert(LL) -0.05
11-14 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.46
Vert(CT) -0.12
11-14 >851 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.76
Horz(CT) -0.01
7 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 142 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SP No.2 `Except'
end verticals.
81: 2x4 SP No.2, B2: 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3
8-8-5 oc bracing: 7-8.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=491/0-6-0 (min. 0-1-8), 9=879/0-6-0 (min. 0-1-8), 7=545/0-3-0 (min. 0-1-8)
Max Horz 2=450(LC 8)
Max Uplift2=-504(LC 8), 9=-763(LC 12), 7=-484(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-480/012-3=-302/0, 3-4= 838/515, 4-5=-788/527
BOT CHORD 2-11=-304/301, 3-10=-700/785, 7-8=-699/777
WEBS 3-8=-479/575, 5-7=-773/696
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 22-0-12 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) 7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=504,
9=763, 7=484.
LOAD CASE(S) Standard
Job
I russ
Truss Type
Qty Ply
I
2263426
�H9
Monopitch
3 1
'
Job Reference (optional) -
DuiluuIb rII.ILJU luu, rl rICII:C� rL
-2-6-0
C1
0
rQilQ1l
ID:W
I1 g V. u s 7 LD LULU rnnC m4LU s
gVyBM2iTBnQPx_?7aCEze
7-4-15
2.50 F12
Inc. I-rl uec 1 t7 1 L:JL:Y LULU ra e
g67_EOTUZL6hThQHoOA5xy 1_s
I
Scale = 1:42.4
6x8 II
6
3X6 = II 4Xti = 4Xti =
3x4 = 3x4 =
IAI&I
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.34
BC 0.47
WB 0.77
Matrix-MSH
DEFL. in (loc) I/defl Ud
Vert(LL) -0.05 11-14 >999 240
Vert(CT) -0.12 11-14 >851 180
Horz(CT) -0.01 15 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 142 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SP No.2 *Except*
end verticals.
B1: 2x4 SP No.2, B2: 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3
8-6-4 oc bracing: 7-8.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=490/0-6-0 (min. 0-1-8), 9=892/0-6-0 (min. 0-1-8), 15=533/0-3-0 (min. 0-1-8)
Max Horz2=450(LC 8)
Max Uplift2=-504(LC 8), 9= 775(LC 12), 15=-473(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-481/0, 2-3=-299/0, 3-4=-872/545, 4-5=-822/556, 6-7=-258/370
BOT CHORD 2-11=-301/298, 3-10=-714/796, 7-8=-728/810
WEBS 3-8=-514/615, 5-7=-778/698, 6-15= 535/476
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 22-0-12 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a'rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=504,
9=775,15=473.
LOAD CASE(S) Standard
o
russ
I russ I ype
tyPly
2263A 26
H10
Monopitch
1
1
o tional Job Reference
Builders FrstSource, Ft Pierce, FL Run: 8.420 s Au gg 25 2020 Pr nt: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:56 2020 Page 1
I D:WgVyBM2YF1 TBnQPx_?7aCEzef8H-OaYXAzU6Q2aXcFsi VYdMXRZeyzfSQ3HZWS9kdOy7l_r
7-11-0 13-3-0
7-11-0 5-4-0
3x4 =
6x8 II
3
3x4 =
2x4 I I
3x6 =
12
Scale = 1:23.5
7-11-0
8--0
12-11-8 1P-3 0
7-11-0
0-76-0
4-5-8 0-3-8
Plate Offsets (X,Y)-- [1:0-4-1,Edge1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.36
Vert(LL) 0.13
7-11 >740 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.59
Vert(CT) -0.17
7-11 >566 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.17
Horz(CT) -0.02
12 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 66 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 `Except'
end verticals.
B2: 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 7-3-12 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=323/0-6-0 (min. 0-1-8), 5=542/0-6-0 (min. 0-1-8), 12=159/0-3-0
(min. 0-1-8)
Max Horz 1=227(LC 8)
Max Upliftl=-249(LC 8), 5= 439(LC 8), 12=-166(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-13=-263/156
BOT CHORD 1-7=-315/245, 2-6=-374/433, 5-6=-444/344, 4-5=-444/344
WEBS 2-4=-324/412
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 12-9-12 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=249,
5=439, 12=166.
LOAD CASE(S) Standard
o
r
Iussuss russ ype
ty
y
2263426
H10G
tIy Girder
1
1
Job Reference (optional)
Builders First5ource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:32:57 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-sn6wOJVIBLiNEORu3F8b3f5kkNx39Ppjl6vH9gy71_q
4-7-5 7-11-0 13-3-0
4-7-5 3-3-11 5-4-0
6x8 11
3
8-6-0 , 12-11-8
Scale=1:22.3
LOADING (psf)
TCLL 20.0
TCDL 10.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TPI2014
CSI.
TC 0.67
BC 0.89
WB 0.53
Matrix -MP
DEFL. in
Vert(LL) 0.35
Vert(CT) -0.33
Horz(CT) 0.01
(loc) I/defl Ud
6-8 >283 240
6-8 >299 180
5 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 82 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP M 26
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.3 *Except*
end verticals.
B-1: 2x8 SP 240OF 2.OE, B3: 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-6-4 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
OTHERS 2x4 SP No.3
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=2194/0-6-0 (min. 0-1-13), 5=1644/0-6-0 (min. 0-1-15), 9=130/0-3-0
(min. 0-1-8)
Max Horz 1=227(LC 4)
Max Uplift -I =-1 779(LC 4), 5=-1372(LC 4), 9=-175(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-10=-1234/951, 1-2=-998/825
BOT CHORD 1-11=-1042/1070, 11-12=-1052/1083, 6-12= 1056/1090, 2-6=-647/658, 5-6=-1501/1600,
4-5=-1022/1050
WEBS 2-4=-1042/1013
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=1779,
5=1372, 9=175.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 147 lb down and 148 lb up at 0-6-12
on top chord, and 2402 lb down and 1986 lb up at 2-7-8, and 289 lb down and 266 lb up at 4-3-4, and 105 lb down and 124 lb up at
6-3-4 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=125, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 1-6= 20, 4-6=-20
Concentrated Loads (lb)
Vert: 8=-2402(B) 10=-147(B) 11=-289(B) 12=-105(B)
Job
I russ
Truss Type
ty
y
226;426
H11
Monopitch
1
1
Job Reference (optional)
ouuaers nrsrawrce, n nerve, r�
2x4 11
ID:WgVyBM2YFi TBnQPx_?7aCEze 8H-KzglbfWNyfgEsY05dzfgcseyymQ?uuQszmeghGy71'
5-3-0
2.50 F12 4x6 =
2
3x4 =
6
Scale=1:18.0
4-11-8
4-11-8
5-3-Q
0 -
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Udell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.39
Vert(LL) -0.03
3-4 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.27
Vert(CT) -0.06
3-4 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.45
Horz(CT) -0.01
6 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 30 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-3-0 oc purlins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=198/0-6-0 (min. 0-1-8), 6=175/0-3-0 (min. 0-1-8)
Max Horz4=83(LC 8)
Max Uplift4=-134(LC 8), 6=-177(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=O.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12.to 4-9-12 zone;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=134,
6=177.
LOAD CASE(S) Standard
o
russ
Truss Type
City
Ply
2263426
HJ7
Diagonal Hip Girder
4
1
Job Reference (optional)�
Builders FirstSource, Ft Pierce, Fl-
3-6-7 5-8-2 4-1-15
Scale = 1:24.7
1.77 F12 10 3
N
9 IO
8
T1 `D
2 u9
1
3x8 =
9-6-9 9 10 1
9-6-9 -3-
Plate Offsets (X,Y)-- [2:0-4-5,Edge)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.80
Vert(LL) 0.31
4-7 >384 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.83
Vert(CT) -0.49
4-7 >242 180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.01
2 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 46 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
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=304/Mechanical, 2=572/0-8-2 (min. 0-1-8),
4=91/Mechanical
Max Horz2=177(LC 4)
Max Uplift3=-315(LC 8), 2= 785(LC 4)
Max Grav3=304(LC 1), 2=572(LC 1), 4=154(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 2-11=-212/776
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; cantilever left and right 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 live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 3=315,
2=785.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 33 lb up at 4-2-8, 43
lb down and 33 lb up at 4-2-8, and 84 lb down and 141 lb up at 7-0-7, and 84 lb down and 141 lb up at 7-0-7 on top chord, and 147 lb
down and 107 lb up at 1-4-9, 147 lb down and 107 lb up at 1-4-9, 22 lb down and 3 lb up at 4-2-8, 22 lb down and 3 lb up at 4-2-8, and
22 lb down at 7-0-7, and 22 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-5=-20
Concentrated Loads (Ib)
Vert: 9=-67(F=-34, B=-34) 11=105(F=52, 13=52) 12=6(F=3, B=3) 13=-17(F=-8, B=-8)
o
russ
Truss Type
City
y
2263426
HVA
Diagonal Hip Girder
1
1
o tional Job Reference
Builders FirstSouree, Ft Pierce, FL Hun: a.4eu s Hu zo zuzu rnn[ a,4eu s nu za zuzu rvu en uiausuies, mc. rn uec a c.ao.uu tutu ra r
ID:WgVyBM2Y 1TBnQPx_?7aCEzef8-GMo20LXdUG4y5sATkNhlhHjGbal7Mku9R47xm9y I_n
-2-9-15 3-10-0 9-10-1
2-9-15 3-10-0 6-0-1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.57
Vert(LL)
-0.07
6-7
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.61
Vert(CT)
-0.15
6-7
>798
180
BCLL 0.0 '
Rep Stress Ihcr
NO
WB 0.64
Horz(CT)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=202/Mechanical, 2=472/0-8-2 (min. 0-1-8), 5=220/Mechanical
Max Horz 2=473(LC 26)
Max Uplift4� 316(LC 8), 2=-593(LC 8), 5=-226(LC 8)
Max Grav4=227(LC 32), 2=576(LC 31), 5=348(LC 24)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11=-1274/553, 3-11=-1092/555, 3-12= 411/154
BOT CHORD 2-15=-759/847, 7-15=-759/847, 7-16=-759/847, 16-17=-759/847, 6-17=-759/847
WEBS 3-6=-897/803, 3-7=0/255
Scale=1:31.3
PLATES GRIP
MT20 244/190
Weight: 59 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins
Rigid ceiling directly applied or 6-6-5 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 4=316,
2=59315=226.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 lb down and 149 lb up at 1-4-9,
211 lb down and 149 lb up at 1-4-9, 207 lb down and 98 lb up at 4-2-8, 207 lb down and 98 lb up at 4-2-8, and 269 lb down and 234 lb
up at 7-0-7, and 269 lb down and 234 lb up at 7-0-7 on top chord, and 45 Ito down and 61 lb up at 1-4-9, 45 lb down and 61 lb up at
1-4-9, 17 lb down and 2 lb up at 4-2-8, 17 lb down and 2 lb up at 4-2-8, and 36 lb down at 7-0-7, and 36 lb down 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=125
Uniform Loads (plf)
Vert: 1-4=-60, 5-8=-20
Congentrated Loads (lb)
Vert: 11=95(F=48, B=48) 13= 85(F=-43, B=-43) 15=70(F=35, B=35) 16=4(F=2, B=2) 17=-27(F=-13, B=-13)
Job
I russ
Truss Type
ty
y
2263426
�HjEl
Roof Special Girder
1
1
Job Reference (optional) -
irsrouurce, rr rierce, rL
3-6-7
mun: t$AZU S Aug LS LULU F,nnt: MAZU S Aug L5 "LULU MI I eK industries, Inc. h,n uec l t1 1'L:m:Ul "LULU Page 1
ID :
D: WgVyBM2YF1 TBnQPx_?7aCEzef8H-kYMQEhYFFaCpj01fl5CXEVGRU_M l5FDlfktV Iby71_m
11-4-6
Scale=1:24.4
8x10 =
CV
10
0
9
0
3x6 = dA4 2x4 II 46 =
6-5-4 11-0-14 11-4 6
6-5-4 4-7-10 3-
Plate Offsets (X,Y)-- [2:0-4-1,Edge)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.56
Vert(LL)
0.10
6
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.61
Vert(CT)
-0.10
5-6
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.44
Horz(CT)
-0.01
10
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 63 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x6 SP No.2
REACTIONS. (lb/size) 2=665/0-8-2 (min. 0-1-8), 10=679/Mechanical
Max Horz2=185(LC 22)
Max Uplift2=-858(LC 4), 10=-565(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-11= 1391/1088, 3-11=-1367/1091, 3-12=-265/206, 4-5=-223/425
BOT CHORD 2-15=-232/890, 2-16=-1151/1352, 6-16=-1151/1352, 6-17=-1159/1352, 17-18=-1158/1357,
5-18=-1153/1364
WEBS 3-5=-1137/971, 4-10=-717/597
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 5-5-1 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=858,
10=565.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 lb down and 33 lb up at 4-2-8, 43
lb down and 33 lb up at 4-2-8, 84 lb down and 141 lb up at 7-0-7, 84 lb down and 141 lb up at 7-0-7, and 118 lb down and 234 lb up at
9-10-6, and 118 lb down and 234 lb up at 9-10-6 on top chord, and 147 lb down and 107 lb up at 1-4-9, 147 lb down and 107 lb up at
1-4-9, 22 lb down and 3 lb up at 4-2-8, 22 lb down and 3 lb up at 4-2-8, 22 lb down at 7-0-7, 22 Ito down at 7-0-7, and 53 lb down at
9-10-6, and 53 lb down at 9-10-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4= 60, 5-7= 20
Concentrated Loads (lb)
Vert: 12=-67(F= 34, B=-34) 14=-227(F=-114, B=-114) 15=105(F=52, B=52) 16=6(F=3, B=3) 17= 17(F=-8,, B=-8) 18=-71(F=-35,
B=-35)
o
russ
russ ype
ty
y
226A426
J7
Jack -Open
10
1
+
Job Reference optional)
nuncers virstsource, r[ vierce, rL
1
Plate
RUI1. 8.44U S HU GJ LULU flll Il. 0.4CV J HUtJ LJ LVLU IVII I cA II IUUi4 cJ, II IV. �I I v I a r yc I
ID:WgVyBM2 F1TBnQPx_?7aCEzef8H-CkvpROZtOuKgKAKssokmmipfMOm4goNSuOc2g1v7l_I
7-0-0
7-0-0
Scale=1:17.9
3
2.50 12 10
9 �
8 19
T1 r
2
B1
4
3x6 =
6-8-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
0.08
4-7
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.32
Vert(CT)
-0.11
4-7
>746
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017lTP12014
Matrix -MP
Weight: 33 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=1 91 /Mechanical, 2=455/0-6-0 (min. 0-1-8), 4=59/Mechanical
Max Horz2=182(LC 8)
Max Uplift3=-21 O(LC 8), 2=-527(LC 8)
Max Grav3=191(LC 1), 2=455(LC 1), 4=101(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-420/0
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 6-11-4 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 3=210,
2=527.
LOAD CASE(S) Standard
Job
Fruss
I russ I ype
ty
y
2263426
J7A
Jack -Open
3
1
Job Reference (optional) f
Builders FirstSource, Ft Pierce, FL
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 1812:33:03 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-hwTBeMZVmBSXyJv2QWF?JwLIWn5?ZFdb72MbNUy71_k
7-0-0
Scale: 3/8"=1'
6-8-8
6-8-8
7-0-0
0 3 8
Plate Offsets (X,Y)--
(2:0-6-0,0-0-61
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.66
Vert(LL)
0.12
4-7
>718 240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.41
Vert(CT)
-0.19
4-7
>440 180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.02
3
n/a n/a
BCDL 10.0
Code FBC2017lTPI2014
Matrix -MP
Weight: 36 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=196/Mechanical, 2=415/0-6-0 (min. 0-1-8), 4=64/Mechanical
Max Horz2=474(LC 12)
Max Uplift3=-317(LC 12), 2=-255(LC 12)
Max Grav3=271(LC 19), 2=432(LC 19), 4=112(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-11-4 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=317,
2=255.
LOAD CASE(S) Standard
o
russ
russ ype
ty
y
2263426
J7AS
Jack -Open
3
1
Job Reference (optional)
Builders FrstSource, Ft Pierce, FL
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:04 2020 Page 1
I D: WgVyBM2YF1 TBnQPx_?7aCEzef8H-971 Zsia8XVaOaTU EzDm Er7uxtBQMlitkMi59vwy71J
3x4 =
7-0-0
Scale=1:30.5
6-8-8
6-8-8
3-
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.62
Vert(LL)
0.15
3-6
>557
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.46
Vert(CT)
-0.18
3-6
>470
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.02
2
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
Weight: 31 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 1=278/0-6-0 (min. 0-1-8), 2=209/Mechanical, 3=68/Mechanical
Max Horz 1=377(LC 12)
Max Upliftl= 100(LC 12), 2= 336(LC 12), 3= 2(LC 12)
Max Grav1=285(LC 19), 2=286(LC 19), 3=113(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING- -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-11-4 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 1=100,
2=336.
LOAD CASE(S) Standard
Job
Truss
Truss Type
ty y
2263426
J7B
Jack -Open
3 1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run:8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:04 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-971 Zsia8XVaOaTU EzDm Er7u?sBSYlitkMi59vwy71J
-2-6-0 7-0-0
2-6-0 7-0-0
Scale = 1:17.9
2.50 F12
10 u2
0
9
8
T1
n
2
B1
1
4
3x6 =
6-8-8
7 0 q
6-8-8
3-
Plate Offsets (X,Y)--
[2:0-3-1,Edge]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
0.08
4-7
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.32
Vert(CT)
-0.11
4-7
>746
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 33 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 3=191/Mechanical, 2=455/0-6-0 (min. 0-1-8), 4=59/Mechanical
Max Horz2=182(LC 8)
Max Uplift3=-21 O(LC 8), 2=-527(LC 8)
Max Grav3=191(LC 1), 2=455(LC 1), 4=101(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-420/0
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 6-11-4 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=210,
2=527.
LOAD CASE(S) Standard
oTruss
Truss Type
ty y
2263426
RS
Jack -Open
5 1
Job Reference (optional)
eswaers mrsracurce, rr merce, r-L
mu11: 0. u J L0 C 5111I1
. 0 2 J MU J GVGU IVII I GA II IUVJLI ICJ, II IU. - I I - c V
ID:WgVyBM2 F1TBnQPx_?7aCEzeBH-dJbx32bmlpiFBd2RXxHTOLR9wboD197uaMriRMy71_i
7 8
1
3x6 = 3x4 =
7-0-0
2.50 12
6-8-8
9
Pl
3
Scale=1:13.2
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.40
Vert(LL)
0.11
3-6
>753
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.36
Vert(CT)
-0.12
3-6
>693
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.01
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 27 lb FT = 20%
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 1=278/Mechanical, 2=212/Mechanical, 3=66/Mechanical
Max Horz 1=123(LC 8)
Max Upliftl=-217(LC 8), 2=-247(LC 8)
Max Grav1=278(LC 1), 2=212(LC 1), 3=103(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(l) 3-0-0 to 6-11-4 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=217,
2=247.
LOAD CASE(S) Standard
o
russ
Truss Type
ty
y
2263426
J8
Jack -Closed
9
1
Job Reference (optional)g
Builders FirstSource, Ft Pierce, FL
10
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 1812:33:06 2020 Page 1
ID: WgVyBM2YF1 TBnQPx_?7aCEzefBH-5V9JHOcO36g6pndd5eoixYzl??STmVR1 pOaFzpy71_h
8-1-8
2.50 12
11
0-0
Scale=1:19.9
6x12 MT20HS 11
3
4x6 11
3x4
9 0
I19
C3
Plate Offsets (X,Y)--
j4:Edge,0-3-81
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.58
Vert(LL)
0.05
4-8
>999
240
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.36
Vert(CT)
-0.09
4-8
>999
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.51
Horz(CT)
-0.00
9
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MR
Weight: 41 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=492/0-6-0 (min. 0-1-8), 9=273/Mechanical
Max Horz2=195(LC 8)
Max Uplift2= 555(LC 8), 9= 220(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10=-376/4, 2-11=-312/150, 3-11=-291/156, 3-5=-268/369
BOT CHORD 2-4=-203/340
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
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.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 7-8-4 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=555,
9=220.
LOAD CASE(S) Standard
Job
Truss
I russ I ype
ty y
2263,A26
K1 G
Hip Girder
1
2
Job Reference (optional)
eUliaers F-Irstbource, m Fierce, F-L Hun: U.44u 5 Hu z0 zueu FTInt: 0.4zU 5 HU 40 4U4U MI I UK Inc U51FIV5, Inc. -] Uec 10 14:-- 4— r tl I
ID:WgVyBM2YF1 BnQPx_?7aCEzef8H- 4rSvQeGMICggEMCmmMPYBblYC3OzrEUV—Pwa7y I_e
4-1-13 7-0-0 11-3-2 15-4-8 19-5-14 23-9-0267-3 30-9-0
r 4-1-13 2-10-3 4-3-2 4-1-6 4-1-6 4-3-2 2-10-3 4-1-13
0
3x8 =
2.50 12
3x8 =
11 16 30 1b 31 14 32 33 34 13 35 12 11
2x4 11 3x4 = 5x8 = 6x12 MT20HS= 5x8 = 3x4 = 2x4 11
Scale=1:50.5
3x8 =
4-1-13 1 7-0-0 11-3-2 15-4-8 19-5-14 23-9-0 26-7-3 30-5-8 3Q-�-0
4-1-13 2-10-3 4-3-2 4-1-6 4-1-6 4-3-2 2-10-3 3-10-5 0-3-8
Plate Offsets (X,Y)-- r1:0-0-13,Edge1, r3:0-5-4,0-4-41, I8:0-5-4,0-4-41, rl0:0-0-13,Edge1, r14:0-6-0,0-3-41
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.81
Vert(LL)
1.17
14
>315
240
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.73
Vert(CT)
-1.14
14
>324
180
MT20HS
187/143
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.57
Horz(CT)
-0.17
10
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-MSH
Weight: 323 lb
FT = 20
LUMBER -
TOP CHORD 2x6 SP No2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=2422/0-6-0 (min. 0-1-8), 10=2422/Mechanical
Max Horz 1=54(LC 12)
Max Upliftl =-1 966(LC 4), 10=-1966(LC 5)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-1-0 oc bracing.
FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-8861/7193, 2-3=-9790/7942, 3-24=-12360/9980, 4-24=-12360/9980, 4-25=-12360/9980,
25-26=-12360/9980, 5-26=-12360/9980, 5-27= 12360/9979, 6-27=-12360/9979,
6-28= 12360/9979, 7-28=-12360/9979, 7-29=-12360/9979, 8-29=-12360/9979,
8-9=-9790/7943, 9-10=-8861/7195
BOT CHORD 1-17=-6992/8601, 16-17=-6992/8601, 16-30=-7772/9644, 15-30=-7772/9644,
15-31=-10650/13372, 31-32=-10650/13372, 14-32=-10650/13372, 14-33=-10650/13372,
33-34=-10650/13372, 13-34= 10650/13372, 13-35=-7726/9644, 12-35=-7726/9644,
11-12=-6949/8601,10-11=-6949/8601
WEBS 2-16=-1102/1279, 3-16=-106/314, 3-15=-2409/2987, 4-15=-482/609, 5-15=-1158/1022,
5-14=0/328, 5-13=-1158/1019, 7-13=-482/609, 8-13=-2410/2987, 8-12=-107/314,
9-12=-1105/1279
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 16-3 2x4 - 1 row at 0-4-0 oc, member 4-15 2x4 - 1 row at 0-8-0 oc,
member 5-14 2x4 - 1 row at 0-4-0 oc, member 7-13 2x4 - 1 row at 0-8-0 oc, member 12-8 2x4 - 1 row at 0-4-0 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1 =1 966
,'10=1966.
Continued on page 2
Job
russ
ty�P`y
2263426
K1G
eyp
Hrdretr
1
2
Job Reference o tionalGru
ouuaers nrs[aource, rc rierce, FL Hun: tl.42U S AUg 2S 2uzu Hnnt: 8.420 S AU z5 2020 MI I ex Industnes, Inc. Fri Dec 18 12:33:09 2020 Page 2
NOTES-
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-V4rSvQ.GM1 CggEMCmmMPYBblYC3OzrEUV—pwa7y71_e
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 Ib down. and 220 lb up at 7-0-0, 131 lb down and 220 lb up at 9-0-!2,
131 lb down and 220 lb up at 11-0-12, 131 lb down and 220 lb up at 13-0-12, 131 lb down and 208 lb up at 15-0-12, 131 Ib down and 208 lb up at 15-8-4, 131 lb down and
220 lb up at 17-8-4, 131 lb down and 220 lb up at 19-8-4, and 131 Ib down and 220 lb up at 21-8-4, and 150 lb down and 220 lb up at 23-9-0 on top chord, and 379 Ib down
and 328 lb up at 7-0-0, 61 lb down at 9-0-12, 61 lb down at 11-0-12, 61 lb down at 13-0-12, 61 lb down at 15-0-12, 61 lb down at 15-8-4, 61 Ib down at 17-8-4, 61 lb down
at 19-8-4, and 61 lb down at 21-8-4, and 379 lb down and 328 lb up at 23-8-4 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, 3-8=-60, 8-10=-60, 18-21=-20
Concentrated Loads (lb)
Vert: 3=-131(F) 8=-131(F) 16=-379(F) 15=-39(F) 4=-131(F) 7=-131(F) 13= 39(F) 12=-379(F) 24=-131(F) 25=-131(F) 26=-131(F) 27= 131(F) 28=-131(F) 29=-131(F)
30=-39(F) 31= 39(F) 32=-39(F) 33=-39(F) 34=-39(F) 35=-39(F)
Job
I russ
Truss Type
ty
y
2263Q26
K2G
Monopitch Girder
1
1
Job Reference (optional.)
builders FlrstSource, Ft Fierce, FL nun: 0.4LU s Mu Z0 4UCU M1l 0.4GU 5 MU' L0 GUGU "'tlR "UUbL'-, m u -
ID:WgVyB 2YFlTBnOPx_?7aCEzef8H-_HOg6lfu7LKXIOxOKUte5O8zfcOwiK_dkeYT7ay I_d
4-6-1 1 8-0-0
6x8 I I
Scale=1:15.0
3x4 =
v
0
4-6-1
7-8-8
4-6-1
3-2-7
Plate Offsets (X Y)--
(1:0-4-13 0 0-21
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL)
0.09
5-9
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.08
5-9
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.41
Horz(CT)
-0.01
1
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 40 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-11 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS.- (lb/size) 1=806/0-5-8 (min. 0-1-8), 10=834/0-3-0 (min. 0-1-8)
Max Horz 10=134(LC 4)
Max Upliftl=-686(LC 4), 10=-722(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1704/1442, 4-6=-624/758, 3-6=-624/758
BOT CHORD 1-11=-1376/1668, 5-11=-1376/1668, 5-12=-1376/1668, 12-13=-1376/1668, 4-13=-1376/1668
WEBS 2-5=-393/558, 2-4=-1571/1374, 3-10=-869/753
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) 10 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=686,
10=722.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 237 lb up at 1-0-12
, 258 Ib down and 237 Ib up at 3-0-12, and 258 Ib down and 237 Ib up at 5-0-12, and 263 Ib down and 232 Ib up at 7-0-12 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=125, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 4-7=-20
Concentrated Loads (lb)
• Vert: 9= 258(B) 11=-258(B) 12=-258(B) 13=-263(B)
Job
Truss
russ ype
ty y
2263426
K3
Roof Special
1 1
c
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:11 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-STyCKSgXufTOvYWatBOtechAfOtERq_mzl IOf0y71_c
8-0-0
3-9-8
2.50 F12
4x6 =
3
Scale=1:15.5
3x4 =
W1
72
W1
W3
0
8
v
v
131
1
4
6
5
46 =
3x4 =
6
2x4 11
4-2-8
7-8-8
18-0-0,
4-2-8
3-6-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.45
Vert(LL)
0.03
5
>999
240
MT20
244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.19
Vert(CT)
-0.03
5-6
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.23
Horz(CT)
-0.00
8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 40 lb
FT = 20
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 6=309/Mechanical, 8=285/0-3-0 (min. 0-1-8)
Max Horz 6=59(LC 8)
Max Uplift6=-246(LC 8), 8=-248(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-272/32511-9=-549/387, 2-9=-549/387
BOT CHORD 4-5=-458/559
WEBS 1-5=-401/569, 2-4=-495/396, 3-8=-300/264
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 8-8-5 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-6-12 zone;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 8 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 bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=246,
8=248.
LOAD CASE(S) Standard
Job
Truss
Truss Type
ty y
2263.26
K4
Roof Special
1 1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:12 2020 Pa e 1
I D: WgVyBM2YF1 TBnQPx_?7aCEzef8H-wfWbXRg9fybFXi5n Rvv6ApDQ?QF3AHewBy1 aBSy71_b
3-5-0
1 3x4 = 2 6x8 11
2x4 11 4
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.16
Vert(LL)
-0.00
3-4
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.09
Vert(CT)
-0.01
3-4
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.21
Horz(CT)
-0.00
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 4=125/Mechanical, 6=102/0-3-0 (min. 0-1-8)
Max Uplift4=-104(LC 8), 6= 85(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale = 1:11.5
PLATES GRIP
MT20 244/190
Weight: 19 lb FT = 20%
Structural wood sheathing directly applied or 3-5-0 oc purlins, except
end verticals.
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.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 6 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 bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 4=104.
LOAD CASE(S) Standard
Job
russ
russ ype
ty
y
--1
2263426
1"IG
Half Hip Girder
1
1
1
Job Reference (optional)
li rll OlJU111LC, rl rWl-, FL Hun: tl.4zu S HU zD zUZU Ynnu UA'zU S" V zUZu MI I eK inaustnes, Inc. 1-n uec lb 1z:33n3 "LULU Yagge 1
ID:WgVyBM YFlTBnQPx_?7aCEzefBH-Os4ilnhnQGj69sgz?cQLjlmUlpObvaN3Qcn7jvy71_a
-2-6-0 4-1-13 T% 11-1-0 16-0-0
2-6-0 4-1-13 2-10-3 4-1-0 4-11-1 i
Scale=1:31.3
3x4 =
9-
15
ICD
t F
3x6 = 2x4 II 3x4 = J 5x12 = — 3x4 II
4-1-13 7-0-0 11-1-0 15-8-8 AN
-0 0
4-1-13 2-10-3 4-1-0 4-7-9 -3-
Plate Offsets (X,Y)-- [2:0-3-1,Edge],[4:0-5-4,0-3-0],[6:0-3-8,0-4-0]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defi
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.59
Vert(LL)
0.27
9
>710
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.71
Vert(CT)
-0.26
9
>723
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.88
Horz(CT)
-0.04
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 91 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3 *Except* BOT CHORD
W5: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=1283/0-5-8 (min. 0-1-8), 15=1454/0-3-0 (min. 0-1-8)
Max Horz 15=184(LC 23)
Max Uplift2=-1214(LC 4), 15=-1180(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3635/2927, 3-4=-3779/3094, 4-16= 3176/2629, 5-16= 3176/2629, 5-17=-3176/2629,
17-18=-3176/2629, 6-18=-3176/2629
BOT CHORD 2-10=-2755/3515, 9-10=-2755/3515, 9-19=-2908/3746, 8-19=-2908/3746, 8-20=-274/441,
20-21=-274/441, 7-21=-274/441
WEBS 3-9=-490/442, 4-9= 242/457, 4-8=-611/568, 5-8=-583/729, 6-8=-2355/2899,
6-15=-1530/1245
Structural wood sheathing directly applied or 3-5-5 oc purlins, except
end verticals.
Rigid ceiling directly applied or 3-7-12 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; 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) 15 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=1214,
15=1180.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 171 lb down and 244 lb up at 7-0-0,
152 lb down and 244 lb up at 9-0-12, 152 lb down and 229 lb up at 11-0-12, and 152 lb down and 244 lb up at 13-0-12, and 163 lb
down and 249 lb up at 15-0-12 on top chord, and 385 lb down and 327 lb up at 7-0-0, 63 lb down at 9-0-12, 63 lb down at 11-0-12, and
63 lb down at 13-0-12, and 73 lb down at 15-0-12 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Continued on page 2
Job
Iruss
russ I ype
ty y
2263, 26
�LlG
Half Hip Girder
1 1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Run: 8.420 S Aug 25 2020 Print: 8.420 S Aug 25 2020 MI I eK Industries, Inc. Fri Uec 18 12:33:13 2U2U ragge 2
I D: WgVyBM2YF1 TBnQPx_?7aCEzef8H-Os4zlnh nQGj69sgz?cQLj 1 m U 1 pQbvaN3Qcn7jvy71_a
LQAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-4=-60, 4-6= 60, 7-12=-20
Concentrated Loads (Ib)
Vert:4=-152(F) 9=-385(F) 5=-152(F) 8=-46(F) 16=-152(F) 17=-152(F) 18=-163(F) 19=-46(F) 20=-46(F) 21=-51(F)
Job
Truss
Truss Type
ty
y
2263426
L2
Monopitch
9
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:13 2020 Pa e 1
ID:WgVyBM2YF1TBnQPx_?7aCEzef8H-Os4zlnhnQGj69sgz?cQLj1 mVbpWJvgE3Qcn7jvy71_a
-2-6-0 B-0-0
2-6-0 B-0-0
Scale=1:19.7
6x12 MT20HS 11
3
2.50 F12
"
3x4 =
2 i0
9
1
IC3
3x6 =
4
3x4 =
7-8-8-0-0
7-8-8
0-3-28
Plate Offsets (X,Y)-- (4:Edge,0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL) 0.05
4-8 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.35
Vert(CT) -0.08
4-8 >999 180
MT20HS 187/143
BCLL 0.0 '
Rep Stress Incr YES
WB 0.50
Horz(CT) 0.00
2 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MR
Weight: 40 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=488/0-5-8 (min. 0-1-8), 9=267/0-3-0 (min. 0-1-8)
Max Horz9=193(LC 8)
Max Uplift2=-563(LC 8), 9-221(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD 2-10=-372/17, 2-3= 327/215, 3-5=-292/338
BOT CHORD 2-4=-97/304
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 7-6-12 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 9 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) except Qt=1b) 2=563,
9=221.
LOAD CASE(S) Standard
Job
I russ
Truss lype
ty
y
2263426
L3
Monopitch
4
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
10
3x6 =
2.50 F12
Run: 8.420 s Aug �25 2020 Print: 8.420 s Au? 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:14 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzefBH-s2eLy7iPBarznOE9ZKxaFEJj?DvCeA4DfGWhGLy71_Z
6-0-0
6-0-0
6x8 11
2x4 11
Scale: 3/4"=j'
3x4 =
v
r;
0
5-8-8
5-8-8
0-3-8
Plate Offsets (X,Y)--
(5:0-2-0,0-0-01
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.32
Vert(LL)
-0.01
4-8
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.18
Vert(CT)
-0.02
4-8
>999
180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.27
Horz(CT)
-0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MR
Weight: 31 lb FT = 20
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=416/0-5-8 (min. 0-1-8), 9=179/0-3-0 (min. 0-1-8)
Max Horz 9=158(LC 8)
Max Uplift2=-516(LC 8), 9=-141(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-10= 386/8, 2-3=-257/150
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
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.
NOTES-
1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCD L=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 5-6-12 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=516,
9=141.
LOAD CASE(S) Standard
Job
I russ
Truss Type
ty
y
2263426
L4
Monopitch
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Run:8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:15 2020 Page 1
ID:WgVyBM2YF1
TBnQPx_?7aCEzef8H-KEgATjl ytzg09pM61 TpoSrpBdCXNYHMtwGEony71_Y
8-0-0
8-0-0
Scale=1:15.0
6xl2 MT20HS 11
2
2.50 12
9
v
T1
N
3x4 =
1
8
131
0
3x4 =
3
4x6 11
7-8-8
8-0-0,
7-8-8
0-3-8
Plate Offsets (X,Y)-- [1:0-5-1,Edge1, [3:Edge,0-3-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL) 0.07
3-7 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.36
Vert(CT) -0.09
3-7 >999 180
MT20HS 187/143
BCLL 0.0
Rep Stress [nor YES
WB 0.60
Horz(CT) 0.00
1 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MR
Weight: 34 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=315/0-5-8 (min. 0-1-8), 8=290/0-3-0 (min. 0-1-8)
Max Horz 8=134(LC 8)
Max Upliftl=-255(LC 8), 8=-250(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when
shown.
TOP CHORD 1-9=-338/24612-9=-324/254, 2-4=-283/402
BOT CHORD 1-3=-175/317
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-6-12 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are MT20 plates unless otherwise indicated.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads,
4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 8 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) except Qt=lb) 1=255,
8=250.
LOAD CASE(S) Standard
Job
I russ
Truss Type
ryPly
2263426
M1 G
Half Hip Girder
1
1
Job Reference (optional)
t3uiloers FirstSource, Ft Fierce, FL nun: n.4eu s Au z5 zuzu vnnt: n.azu s Aug zo zuzu Mi i eK inaustnes, inc. rn Lieu i o I e:a6: / Jueu ra e i
ID:WgVyBM YFiTBnOPx_?7aCEzef8H-GdJUb9klTVDYeTzkESVHttwSyRoerPAfLEILsgy I_W
-2-6-0 4-1-13 7-0-0 12-0-0
2-6-0 4-1-13 2-10-3 5-0-0
Scale=1:24.4
5x8 =
3x4 =
3x4 = — — 2x4 11 3x4 = 4x6 =
4-1-13 7-0-0 11-8-8 12-0 0
4-1-13 2-10-3 4-8-8 0-31
Plate Offsets (X,Y)-- (2:0-2-9,Edgej, (4:0-5-4,0-2-121
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 0.85
Vert(LL)
0.14
7-8
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.70
Vert(CT)
-0.13
7-8
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.76
Horz(CT)
-0.04
13
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 68 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=898/0-6-0 (min. 0-1-8), 13=1043/0-3-0 (min. 0-1-8)
Max Horz 2=184(LC 4)
Max Uplift2=-895(LC 4), 13=-858(LC 4)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2128/1698, 3-4=-2023/1599, 4-14=-337/319, 14-15=-337/319, 5-15=-337/319,
6-9= 422/676, 5-9= 422/676
BOT CHORD 2-8=-1722/2052, 7-8=-1722/2052, 7-16=-1623/2028, 16-17=-1623/2028, 6-17=-1623/2028
WEBS 3-7=-322/452, 4-7=-271/563, 4-6=-1789/1398, 5-13=-1116/926
Structural wood sheathing directly applied or 4-10-3 oc purlins, except
end verticals.
Rigid ceiling directly applied or 4-5-4 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 13 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) except (jt=lb) 2=895,
13=858.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 220 lb up at 7-0-0,
and 131 lb down and 206 lb up at 9-0-12, and 142 lb down and 226 lb up at 11-0-12 on top chord, and 379 Ito down and 328 Ito up at
7-0-0, and 61 Ito down at 9-0-12, and 71 lb down at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Ur*iform Loads (plf)
Vert: 1-4=-60, 4-5=-60, 6-10=-20
Concentrated Loads (lb)
Vert: 7=-379(B) 4=-131(B) 14=-131(B) 15=-142(B) 16=-39(B) 17=-44(B)
Job
I russ
russ ype
ty
M2
Half Hip
1
�7Job
Reference2263426
o tional
;rs FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:17 2020 Page 1
I D: WgVyBM2YF1 TBnQPx_?7aCEzef8H-GdJUb9klTVDYeTzkESVHttwAaRrtrXbfLEILsgy71_W
-2-6-0 4-8-14 9-0-0 12-0-0
2-6-0 4-8-14 4-3-2 3-0-0
Scale = 1:24.4
5x6 =
14
5x8 =
43x4 =
3x6 = 2x4 11
9-0-0
2-8-8
0-3-
Plate Offsets (X,Y)--
(2:0-3-1,Edge1, (4:0-1-12,0-2-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL)
0.20
6-10
>712
240
MT20
244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.56
Vert(CT)
-0.24
6-10
>600
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.22
Horz(CT)
-0.01
11
n/a
n/a
BCDL 10.0
Code FBC2017lrP12014
Matrix -MP
Weight: 61 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except* TOP CHORD
T2: 2x4 SP No.2
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=640/0-6-0 (min. 0-1-8), 11=435/0-3-0 (min. 0-1-8)
Max Horz2=226(LC 8)
Max Uplift2= 671(LC 8), 11=-362(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-516/192, 2-13=-593/398, 3-13=-556/404, 3-14=-541/447, 4-14=-541/447
BOT CHORD 2-6=-470/554
WEBS 3-6=-190/321, 4-6=-487/611, 4-11=-446/402
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 7-9-15 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 9-0-0, Exterior(2) 9-0-0 to 11-6-12 zone;C-C
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/rPI 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) except Qt=lb) 2=671,
11=362.
LOAD CASE(S) Standard
Job
I russ
I russ I ype
ty
y
2263426
M3
Monopitch
1
1
Job Reference (optional)
euuaers mrs[bource, r[ merce, rL
-2-6-0
2-6-0
nun . —. a nu
ID:WgVyB 2YF1
6-1-2
wEoLPFdYxo90WO4TMYg9latJoatVu P6y�/l_V
Scale:1/2"=1'
3x4 =
6x8 11
4
3x6 = J�� 2x4 II 5x6 =
6-1-2
11-8-8 1?-0 0
6-1-2
5-7-6 0�
Plate Offsets (X Y)-- [2:0-1-5,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL) 0.19
5-6 >764 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.68
Vert(CT) 0.16
5-6 >883 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.64
Horz(CT) -0.03
11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 68 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 2-11-3 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=640/0-6-0 (min. 0-1-8), 11=435/0-3-0 (min. 0-1-8)
Max Horz2=264(LC 8)
Max Uplift2=-904(LC 8), 11=-598(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-462/937, 2-3=-1077/2186, 5-7=-755/284, 4-7=-755/284
BOT CHORD 2-6=-2259/1034, 5-6=-2259/1034
WEBS 3-6=-613/242, 3-5=-968/2157, 4-11=-444/931
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 11-6-12 zone; porch left exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=904,
11=598.
LOAD CASE(S) Standard
u
Job
Truss
russ ype
typly
2263426
M4
Monopitch
11
1
Job Reference (optional)
.rs FirsiSource, R Fierce, FL Hun: 9.42o s Aug 2020 F'nnt: 8.420 s Augg 25 2020 MiTek Industries, Inc. Fn Dec 18 12:33:19 2020 Page 1
ID:WgVyBM2YF251TBnQPx_?7aCEze 8H-D?RE?qmY?6TGtn77LtXlylOakEZYJLpyoXESxYy71_U
-2-6-0 6-1-2 12-0-0
2-6-0 6-1-2 5-10-14
Scale: 1 /2"=1'
3x4 =
6x8 11
4
3x6 = 2x4 II 4x6 =
6-1-2
11-8-8
12-0 0
6-1-2
5-7.6
0-3-
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.32
Vert,(LL)
0.08
6
>999
240
MT20' 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.42
Vert(CT)
-0.09
5-6
>999
180
BCLL 0.0 '
Rep Stress ]nor
YES
WB 0.63
Horz(CT)
-0.02
11
n/a
n/a
BCDL 10.0
Code FBC2017/fP12014
Matrix -MP
Weight: 68 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP N0.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=640/0-6-0 (min. 0-1-8), 11=435/0-3-0 (min. 0-1-8)
Max Horz 2=264(LC 8)
Max Uplift2=-664(LC 8), 11= 381(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-578/163, 2-3=-1081/774, 5-7=-184/305, 4-7=-184/305
BOT CHORD 2-6=-897/1120, 5-6=-897/1120
WEBS 3-5=-1059/825, 4-11=-454/390
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 6-2-7 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) -2-6-0 to 0-6-0, Interior(1) 0-6-0 to 11-6-12 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=664,
11=381.
LOAD CASE(S) Standard
Job
I russ
Truss Type
ty
y
2263426
M5
Monopitch
2
1
'
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fn Dec 18 12:33:20 202U Page 1
ID:WgVyBM2YF1TBnQPx_?7aCEzef8H-hC?cDAnAmQb7VxiJva2_VVYiMeun2ox51 B_?T?y71_T
6-1-2
3x4 =
3x4 =
46 =
3
2X4 11 JX4 -
Scale = 120.7
6-1-2 11-8-8 12-0-p
6-1-2 5-7-6 0!�
Plate Offsets (X,Y)-- j1:0-0-14,0 0-141
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
10.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017/TP12014
CSI.
DEFL.
in
(loc)
I/defl
Ud
TC 0.45
Vert(LL)
0.09
5-9
>999
240
BC 0.42
Vert(CT)
-0.09
4-5
>999
180
WB 0.63
Horz(CT)
-0.03
10
n/a
n/a
Matrix -MP
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=475/0-6-0 (min. 0-1-8), 10=450/0-3-0 (min. 0-1-8)
Max Horz 1=205(LC 8)
Max Upliftl=-371(LC 8), 10=-399(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-1151/846, 2-11=-1119/851, 4-6=-213/312, 3-6= 213/312
BOT CHORD 1-5=-978/1095, 4-5=-978/1095
WEBS 2-5=0/253, 2-4= 1029/900, 3,-1 0=-460/41 0
10
I
PLATES GRIP
MT20 244/190
Weight: 52 lb FT = 20
Structural wood sheathing directly applied or 5-1-8 oc purlins, except
end verticals.
Rigid ceiling directly applied or 5-10-2 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-6-12 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
4) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=371,
10=399.
LOAD CASE(S) Standard
oTruss
Truss Type
ty
y
2263426
MV2
Valley
3
1
Job Reference (optional)`
Builders FirstScurce, Ft Pierce, FL
2x4 �i
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 1812:3321 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzefBH-9OZ_QWnoXjjz64HVTIZD1j5zC2KCnO4FGrjY?Ry71_S
2-0-0
2-0-0 _
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.06
Vert(LL)
n/a
n/a
999
TCDL 10.0
Lumber DOL
1.25
BC 0.02
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00 2
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
Scale = 1:9.3
PLATES GRIP
MT20 244/190
Weight: 6 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=61/2-0-0 (min. 0-1-8), 2=46/2-0-0 (min. 0-1-8), 3=15/2-0-0 (min. 0-1-8)
Max Horz1=86(LC 12)
Max Upliftl=-22(LC 12), 2=-87(LC 12)
Max Grav1=63(LC 19), 2=63(LC 19), 3=30(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS
for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
LOAD CASE(S) Standard
Job
I russ
I russ I ype
ty
y
2263426
MV3
Valley
1
1
•
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:22 2020 Page 1
I D: WgVyBM2YF1 TBnQPx_?7aCEzef8 H-da7NesoQl1 rgkEsi 1 ?5Sawe8jSgH WrKOU VT6Yty71_R
2-11-0
2-11-0
3x4 =
2.50 F12
Scale = 1:5.9
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grp DOL 1.25
TC 0.08
Vert(LL) n/a n/a 999
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.03
Vert(CT) n/a - n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 2 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 8 lb FT = 20
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=72/3-2-8 (min. 0-1-8), 2=54/3-2-8 (min. 0-1-8), 3=18/3-2-8 (min. 0-1-8)
Max Horz 1=32(LC 8)
Max Upliftl=-56(LC 8), 2=-72(LC 8)
Max Grav 1=72(LC 1), 2=54(LC 1), 3=36(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
LOAD CASE(S) Standard
Job
Fruss
Truss Type
Qty
ply
2263426
MV4
Valley
3
1
Job Reference(optional)-
FIUII. --U S HU GD CUCU MIR D.44 S HU' ZD ZUZU MI I UK IUVUSIFIeS, InC. rn Uec l D l e:3J:2J ZUZU ra e l
ID:WgVyB 2YF1TBnQPx_?7aCEzefBH-5nhlrCp23LzhMOQuajch77AFQr_zFIaXj9Cf4Jy I_Q
2x4 11 2
3
2x4 2x4 11
Scale: 3/4"=1'
3-8-B
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.34
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.13
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 15 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=135/4-0-0 (min. 0-1-8), 3=135/4-0-0 (min. 0-1-8)
Max Horz 1=191(LC 12)
Max Upliftl=-49(LC 12), 3=-176(LC 12)
Max Grav1=140(LC 19), 3=174(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 4-0-0 oc purlins, except
end verticals.
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.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 3-10-4 zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 3=176.
LOAD CASE(S) Standard
Job
I russ
I russ I ype
tyPly
2263426
MV4B
Valley
1
1
Job Reference (optional)
Builders FlrstSource, Ft Pierce, Fl-
Run: 8.420 s Augg 25 2020 Print: 8.420 s Aug 25 202U MIIeK Inclustnes, Inc. Fn Uec 18 12:33:24 202U Page 1
I D:WgVyBM2YF1 TBnQPx_?7aCEzef8H-ZzF73Yghge5YzY?48Q7wfLjTjFL6_lq hypyCcmy71_P
3x4
2.50 F12
Scale =1:7.3
3-8-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.07
Vert(CT) n/a
n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 10 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
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=103/4-0-0 (min. 0-1-8), 2=78/4-0-0 (min. 0-1-8), 3=26/4-0-0
(min. 0-1-8)
Max Horz 1=46(LC 8)
Max Upliftl =-81 (LC 8), 2=-104(LC 8)
Max Grav1=103(LC 1), 2=78(LC 1), 3=52(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber
DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of
bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 2=104.
LOAD CASE(S) Standard
Job
I russ
y2263426
MV6
FrUssType__ty
y
2 1
Job Reference (optional)-
irsiSource, Ft Pierce, FL
Run:8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:24 2020 Pa gge 1
ID:WgVyBM2YF1TBnQPx_?7aCEzef8H-ZzF73Yghge5YzY?48Q7wfLjS8FL8_kvhypyCcmy71_P
6-0-0
2x4 11
3
2x4 i 2x4 51 42x4 l l
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.21
Vert(LL)
n/a
n/a
999
TCDL 10.0
Lumber DOL
1.25
BC 0.07
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.12
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=72/6-0-0 (min. 0-1-8), 4=89/6-0-0 (min. 0-1-8), 5=269/6-0-0 (min. 0-1-8)
Max Horz 1=305(LC 12)
Max Uplift4=-116(LC 12), 5=-351(LC 12)
Max Grav1=112(LC 21), 4=115(LC 19), 5=347(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-332/261, 2-6= 323/279
WEBS 2-5=-421/415
Scale=1:25.1
PLATES GRIP
MT20 244/190
Weight: 26 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
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.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-10-4 zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=116,
5=351.
LOAD CASE(S) Standard
Job
I russ
I russ I ype
ty
y
2263426
MV6A
Valley
2
1
Job Reference (optional)
uumers nrstoource, rt rlerce, rL
3x4
Mll. O -U J MU(�J GJ LVLV rl11ll. D.- J MU - G U IVII I- IIIUUSU-1 11I V. I G 6 O I
ID:WgVyBM2YFlTBnQPx_?7aCEzef H-19oVGurJbyDPbiaHi7e9CYGW4fezjC4gBThmBCy IN
6-4-13
6-4-13
0=nri0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
n/a
n/a
999
TCDL 10.0
Lumber DOL
1.25
BC 0.29
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=194/6-4-13 (min. 0-1-8), 3=194/6-4-13 (min. 0-1-8)
Max Horz 1=86(LC 8)
Max Upliftl =-1 52(LC 8), 3=-170(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-161/289
Scale=1:11.5
2x4 )I
2
3
2x4 11
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
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.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=o.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 1-5-0 to 4-5-0, Interior(l) 4-5-0 to 6-3-1 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=152,
3=170.
LOAD CASE(S) Standard
Job
I russ
I russ Type
Qty
Ply
2263426
MV68
Valley
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:26 2020 Page 1
I D: WgVyBM2YF1 TBnQPx_?,7aCEzef8 H-WMMtTErxMG LGDs9TGr9OkmojJ3_SfK_P7RJhey71_N
2.50 112
2x4 11
Scale=1:10.8
3x4 =
2x4 11
5-8-8
5-8-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.55
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.24
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 17 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 1=178/6-0-0 (min. 0-1-8), 3=178/6-0-0 (min. 0-1-8)
Max Horz 1=79(LC 8)
Max Upliftl =-1 40(LC 8), 3= 156(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-149/271
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
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.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 1-5-0 to 4-5-0, Interior(1) 4-5-0 to 5-10-4 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=140,
3=156.
LOAD CASE(S) Standard
o
russ
I russ I ype
ty
y
2263426
MVB
GABLE
2
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 1812:33:27 2020 Pa e 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H=YwFhasZ7ZU7q?kfpYgdHzLxvTLrB487enAtD5y71_M
B-0-0
B-0-0
20 11
Scale=1:31.1
2x4 i
5
4 2x4 11
2x4 11
7-8-8
7-8-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.37
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.14
Vert(CT)
n/a
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.16
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 36 lb FT = 20%
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 purlins, except
end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=102/8-0-0 (min. 0-1-8), 4=119/8-0-0 (min. 0-1-8), 5=369/8-0-0 (min. 0-1-8)
Max Horz 1=386(LC 12)
Max Uplift4=-107(LC 12), 5=-457(LC 12)
Max Grav 1=135(LC 21), 4=153(LC 19), 5=476(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-425/348, 2-6=-412/373
WEBS 2-5=-566/524
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 7-10-4 zone;C-C for members avid forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=107,
5=457.
LOAD CASE(S) Standard
Job
I russ
Truss Type
City
y
2263426
MV10
GABLE
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 1812:33:28 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-SkUeuvtButc_S9JsNGBsgBu6pshKwXSHtRwQIXy71_L
10-0-0
10-0-0
2x4 �i
2x4 11 2x4 11
9-8-8
2x4 11
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
n/a
n/a
999
TCDL 10.0
Lumber DOL
1.25
BC 0.18
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.15
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Scale = 1:39.1
PLATES GRIP
MT20 244/190
Weight: 47 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 10-0-0.
(lb) - Max Horz 1=465(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) except 1=-115(LC 10), 5=-100(LC 14), 6=-381(LC 12), 7=-353(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 5 except 1=303(LC 12), 6=546(LC 19), 7=310(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-585/532, 2-8=-413/335, 8-9=-396/359, 3-9=-394/363
WEBS 3-6=-551/500, 2-7= 385/385
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 9-10-4 zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 1, 100 lb uplift at joint 5,
381 lb uplift at joint 6 and 353 lb uplift at joint 7.
LOAD CASE(S) Standard
Job
I russ
I russ I ype
Uty My
2263426
MV11
GABLE
1 1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Augg 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:29 2020 Pa e 1
ID:WgVyBM2YF1TBnQPx_?7aCEzef8H-wx206FupfBkr4Ju2xzj5MOQHkG1XfzoQ55fzHzy7I K
11-2-8
11-2-8
Scale=1:42.3
3x4 i 7 6 5
2x4 11 2x4 11 2x4 11
10-11-0
10-11-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.19
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress [nor
YES
WB 0.21
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 55 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2
end verticals.
WEBS 2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 11-2-8.
(lb) - Max Horz 1=513(LC 12)
Max Uplift All uplift 100 lb or less at joint(s) 1 except 5=-101(LC 14), 6=-335(LC 12), 7=-386(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=539(LC 19), 7=360(LC 19)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-602/553, 2-8=-403/333, 8-9= 386/352, 3-9= 385/356
WEBS 3-6=-539/485, 2-7=-435/422
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-2-8, Interior(1) 3-2-8 to 11-0-12 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 5=101,
6=335, 7=386.
LOAD CASE(S) Standard
Job
Truss
ty
y2263426
MV12A
7rusyspe
1
1
Job Reference (optional)'
nui i. o.wcu a nu cu tutu n n a. o.»cu s r�uy co tutu rvn i en niuusuros, nit. rn uec i o I GJJ:Le LULU rage i
ID:WgVyB 2YFiTBnQPx_?7aCEzef8H-wx206FupfBkr4Ju2xzj5MOQB1Gy2f_EQ55fzHzy71_K
Scale=1:20.4
2x4 11
3
3x4
5 4
= 2x4 11 2x4 11
LOADING (psf)
SPACING-
2-0-0
CSL
DEFL.
in (loc)
I/dell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.71
Vert(LL)
n/a
n/a
999
TCDL 10.0
Lumber DOL
1.25
BC 0.47
Vert(CT)
n/a
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.18
Horz(CT)
0.00
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
LUMBER- BRACING -
PLATES GRIP
MT20 244/190
Weight: 41 lb FT = 20%
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=239/12-9-1 (min. 0-1-8), 4=49/12-9-1 (min. 0-1-8), 5=608/12-9-1 (min. 0-1-8)
Max Horz 1=198(LC 8)
Max Upliftl=-169(LC 8), 4=-43(LC 8), 5=-534(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-5=-456/610
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 1-5-0 to 4-5-0, Interior(1) 4-5-0 to 12-7-5 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 1=169,
5=534.
LOAD CASE(S) Standard
Job
Truss
Truss I ype
ty
y
2263426
MV20A
Valley
1
1
'
Job Reference (optional)
ounuers rirsraource, N rierce, 1-1-
3x4 -
3x4 -
2 3
ill
nun: a.4ev s rw zo eueu rriw a.4eu s Aug za eveu Mi i erc mvusuies, mc. rn uec i o i z:oo:au 4uzu ra e i
ID:WgVyBM2Y 1TBnQPx_?7aCEzef8H-O7cOJbuRQUsihTTEVhEKvczRVgMnORIZKIPXgPy I_J
19-1-14
19-1-14
4
10 9
3x4 =
2.50 12
18-10-6
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
n/a
n/a
999
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 0.13
Horz(CT)
-0.00 7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
5
8
Scale = 1:29.6
6
13
PLATES GRIP
MT20 244/190
Weight: 68 lb FT = K%
7
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 19-1-14.
(lb) - Max Horz 1=312(LC 8)
Max Uplift All uplift 100 Ito or less at joint(s) except 7=-112(LC 8), 1=-101(LC 8), 8=-312(LC 8), 10=-228(LC 8),
11=-420(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=357(LC 1), 10=259(LC 1), 11=478(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-266/97, 2-12=-261/110
WEBS 5-8=-266/355, 4-10=-202/278, 2-11-338/434
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 1-5-0 to 4-5-0, Interior(1) 4-5-0 to 19-0-2 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are 2x4 MT20 unless otherwise indicated.
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 112 lb uplift at joint 7, 101 lb uplift at joint 1,
312 lb uplift at joint 8, 228 lb uplift at joint 10 and 420 lb uplift at joint 11.
LOAD CASE(S) Standard
Job
russ
runs ype
ty
y
2263426
MV26A
Valley
1
1
Job Reference (optional)
ounutll5 ruJlJuulotl,
rt rleme, rL
nun: C.4ZU s Hll YJ LULU Ynni: tl.4ZU smug LJ LULU M I eK IndUSIneS, inc. r0 Dec its l'L:JJ:3Z ZU2U ra e i
ID:WgVyBM2 F1TBnQPx_?7aCEZefBH-KWj8kHwix66Qxnddc6Go_12pQU2XsMCso3ueuly 1_H
25-6-11
25-6-11
Scale=1:39.4
2.50 F12
8
7 17
6
3x4
5
4IV-
3
T
T
2
T1
T
16 1
T
1
82
------------
3x4:
15
14
13
i2
11
10 9
3x4 =
25-3-3
25r6i1
25-3-3
0-3-f
LOADING
(psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.19
Vert(LL) n/a
n/a
999
MT20 244/190
TCDL
10.0
Lumber DOL
1.25
BC 0.17
Vert(CT) n/a
n/a
999
BCLL
0.0
Rep Stress Incr
YES
WB 0.10
Horz(CT)
0.00 9
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 99 Ito FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 25-6-11.
(lb) - Max Horz 1=425(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-114(LC 8), 10=-301(LC 8), 11=-276(LC 8), 13=-286(LC 8),
14=-269(LC 8), 15=-326(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 9, 1 except 10=371(LC 2), 11=313(LC 1), 13=325(LC 1),
14=305(LC 1),15=371(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-398/149, 2-16=-392/159, 2-3=-320/126
WEBS 7-10-258/346, 6-11=-235/315, 5-13=-243/325, 3-14=-232/314, 2-15=-267/347
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 1-5-0 to 4-5-0, Interior(1) 4-5-0 to 25-4-15 zone; cantilever left and right exposed
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) All plates are 2x4 MT20 unless otherwise indicated.
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, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=114,
10=301,11=276,13=286,14=269,15=326.
LOAD CASE(S) Standard
Y
Job
I russ
Truss Type
ty
y
2263426
N1GE
COMMON SUPPORTED GAB
1
1
•
Job Reference (optional)
eumers Firstriource, m Fierce, rL nun: :o.nzu s nu o eueu rrim. o.9GU UI tlR IIIUUJOwIGJ, J
IDWgVyBM2F1TBnQPx_.MU HoGUVII PrboX00jdBR_G
-1-10-0 9-0-8 18-1-0 910
11-100 9-0-8 9.0.8 1 1-1011
5x6 =
Scale=1:40.3
v
Io
17-9-8
17-9-8
0-3-8
Plate Offsets (X,Y)--
(2:0-43,0-0-121, (10:0-4-3,0-0-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL)
-0.00
11
n/r
180
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.10
Vert(CT)
-0.01
11
n/r
120
BCLL 0.0 '
Rep Stress Incr YES
WB 0.16
Horz(CT)
0.01
10
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 126 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 18-1-0.
(lb) - Max Horz 2=-395(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 15 except 2=-177(LC 13), 16=-188(LC 12), 17=-217(LC 12), 19=-245(LC
12), 14=-175(LC 13), 13= 221(LC 13), 12=-240(LC 13), 10=-187(LC 13)
Max Grav All reactions 250 lb or less at joint(s) 16, 17, 14, 13 except 2=267(LC 1), 15=250(LC 13), 19=257(LC 19),
12=251(LC 20), 10=267(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-267/274, 4-5=-216/302, 5-6=-311/372, 6-7=-310/372, 7-8=-219/265
BOT CHORD 2-19=-169/265, 18-19=-169/265, 17-18=-169/265, 16-17=-169/265, 15-16=-169/265,
14-15=-169/265, 13-14=-169/265, 12-13=-169/265, 10-12=-169/265
WEBS 3-19=-393/278, 9-12= 395/273
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Corner(3)-1-10-0 to 1-2-0, Exterior(2) 1-2-0 to 9-0-8, Corner(3) 9-0-8 to 12-0-8, Exterior(2)
12-0-8 to 19-11-0 zone;C-C for members and forces & MWFRS for reactions shown; 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/fPI 1.
4) All plates are 2x4 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 nonconcurrent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except Qt=lb)
2=177, 16=188, 17=217, 19=245, 14=175, 13=221, 12=240, 10=187.
LOAD CASE(S) Standard
oI
russ
Truss Type
ty y
2263426
N2
Common
2 1
Job Reference (optional)'
builders Flrstsource, Ft Fierce, FL Run: 8.420 s Au 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:34 2020 Page 1
ID:WgVyBM2YF1TBnQPx_?7aCEzef8H-Hurv9zxyTjM7A4m?kWIG3S89AHcOKCw9FNNkzBy71_F
1-10-0 5-2-11 9-0-8 12-10-5 18-1-0 19-11-0
5-2-11 3-9-13 3-9-13 5.2-11 1-10-0 _
5x6 =
v
Io
Scale = 1:41.2
3x8 =
9-0-8
17-9-8
9-0-8
8-9-0
0-3-8
Plate Offsets (X,Y)--
f2:0-8-0,0-1-21,f6:0-8-0,0-1-21
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.24
Vert(LL)
-0.09
9-12
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.65
Vert(CT)
-0.18
9-12
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.28
Horz(CT)
0.02
6
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-MSH
Weight: 113 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=833/0-6-0 (min. 0-1-8), 6=833/0-6-0 (min. 0-1-8)
Max Horz2=-395(LC 10)
Max Uplift2=-604(LC 12), 6=-604(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-16=-1260/588, 3-16=-1247/607, 3-17=-1073/533, 4-17=-1047/547, 4-18=-1047/547,
5-18=-1073/533, 5-19= 1247/607, 6-19=-1259/587
BOT CHORD 2-9=-513/970, 8-9=-337/1014, 6-8=-337/1014
WEBS 4-9=-359/868, 5-9=-542/455, 3-9=-543/453
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 8-2-2 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2)-1-10-0 to 1-2-0, Interior(1) 1-2-0 to 9-0-8, Exterior(2) 9-0-8 to 12-0-8, Interior(1)
12-0-8 to 19-11-0 zone;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at joint(s) except Gt=lb) 2=604,
6=604.
LOAD CASE(S) Standard
oTruss
Truss Type
ty
y
2263426
N3G
Common Girder
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2U20 Mi I eK Industries, Inc. F-n uec 18 12:33:34 2UZU Page 1
ID :
D: WgVyBM2YF1 TBnQPx_?7aCEzef8H-Hu rv9zxyTjM7A4m?kW IG3S86LHXPKAZ9FNNkzBy71_F
1-10-0 4-8-9 9-0-8 13-4-8 18-1-0
1-10-0 4-8-9 4-3-15 4-4-0 4-8-9
5x6 =
Scale=1:40.9
1
2
61�
1
10
9 8
46
=
7
6
17
5x8 =
2x4 II
3x8 =
2x4 II
5x8 =
4-8-9
13-4-8
17-9-8 18-1-0
4-8-9
49-0-8
-3-15
4-4-0
4-5-1 0-3-8
Plate Offsets (X Y)--
[2:0-8-0 0-0-1 01 [6:0-8-0 0-0-1 O1
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.42
Vert(LL)
0.08
7-13
>999
240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.97
Vert(CT)
-0.08
7-13
>999
180
BCLL 0.0 '
Rep Stress Incr NO
WB 0.43
Horz(CT)
0.02
6
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-MSH
Weight: 131 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 6=1508/0-6-0 (min. 0-1-12), 2=934/0-6-0 (min. 0-1-8)
Max Horz2=372(LC 5)
Max Uplift6= 1060(LC 9), 2=-679(LC 8)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1180/73613-4=-884/680, 4-5=-898/683, 5-6=-1568/1049
BOT CHORD 2-10=-685/1038, 9-10=-685/1038, 8-9=-775/1310, 7-8=-775/1310, 7-17=-775/1310,
6-17=-775/1310
WEBS 4-9= 503/673, 5-9=-804/818, 5-7=-273/484, 3-9= 425/442
Structural wood sheathing directly applied or 5-2-7 oc purlins
Rigid ceiling directly applied or 6-11-13 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. Il; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; 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=1b) 6=1060,
2=679.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 885 lb down and 662 lb up at
16-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-60, 4-6=-60, 11-14=-20
Concentrated Loads (lb)
Vert: 17=-885(F)
Job
I russ
russ I ype
ty
y
2263426
N4
Common
3
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:35 2020 Page 1
ID:WgVyBM2YFiTBnQPx_?7aCEzef8H-14PHMJyaE1 U_oELCHEgVcfgERhzm3fTIU161Vdy71_E
-1-10-0 5-2-11 9-0-8 16-1-0
5x6 =
Scale = 1:40.9
5x8 =
9-0-8 15-9-8 18-1,-0
9-0-8 6-9-0 0-3-8
_Plate Offsets (X,Y)-- [2:0-8-0,0-1-21, [5:Edge,0-1-121
LOADING (psf)
SPACING-
'2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
10.0
Lumber DOL
1.25
BCLL
0.0 '
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017/TP12014
CSI.
DEFL.
in
(loc)
I/defl
Ud
TC 0.59
Vert(LL)
-0.09
8-11
>999
240
BC 0.58
Vert(CT)
-0.18
8-11
>999
180
WB 0.26
Horz(CT)
0.01
6
n/a
n/a
Matrix-MSH
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 2=754/0-6-0 (min. 0-1-8), 6=631/Mechanical
Max Horz2=380(LC 12)
Max Uplift2=-556(LC 12), 6=-395(LC 13)
Max Grav2=757(LC 19), 6=631(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-12=-1063/525, 3-12=-1050/544, 3-13=-893/467, 4-13=-853/484, 4-14=-774/431,
14-15=-780/413, 5-15=-817/413, 5-6=-807/478
BOT CHORD 2-8=-555/880
WEBS 3-8=-506/432, 4-8=-166/436, 5-8=-183/445
v
6
PLATES GRIP
MT20 244/190
Weight: 103 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
end verticals.
Rigid ceiling directly applied or 7-10-4 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2)-1-10-0 to 1-2-0, Interior(1) 1-2-0 to 9-0-8, Exterior(2) 9-0-8 to 12-0-8, Interior(1)
12-0-8 to 15-11-4 zone;C-C for members and forces & MWFRS for reactions shown; 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) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=556,
6=395.
LOAD CASE(S) Standard
Job
I russ
i russ I ype
ty
y
2263426
�N5
Common
2
1
Job Reference (optional)
tlumers mrstbource, Ft Pierce, FL Hun: 6.420 s Aug 25 2020 Vnnt: 8.420 s Aug 25 2020 Mi I ek Industnes, Inc. Fn Uec 15 12:33:36 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEZefBH-DHzfaezC?KcrPOwOrxLkBtDVc5lno6OSihsr13y71_D
1-10-0 5-2-11 9-0-8 12-10-5 18-1-0
1-10-0 5-2-11 3-9-13 3-9-13 5-2-11
5x6 =
Scale = 1:40.9
3x8 =
9-0-8
17-9-8 1$-1,-0
9-0-8
8-9-0 0-3.8
Plate Offsets (X,Y)-- [2:Edge,0-0-41, [6:0-0-0,0-0-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.24
Vert(LL) -0.09
8-11 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.66
Vert(CT) -0.18
8-11 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.28
Horz(CT) 0.02
6 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
Weight: 107 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 7-9-12 oc bracing.
WEBS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=718/0-6-0 (min. 0-1-8), 2=839/0-6-0 (min. 0-1-8)
Max Horz2=372(LC 9)
Max Uplift6=-477(LC 13), 2=-607(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-15=-1276/621, 3-15=-1263/641, 3-16=-1089/551, 4-16=-1063/567, 4-17=-1060/592,
5-17=-1086/575, 5-18=-1243/671, 6-18= 1267/659
BOT CHORD 2-8=-563/960, 7-8=-418/945, 6-7= 418/945
WEBS 4-8=-402/895, 5-8=-521 /490, 3-8=-542/452
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2)-1-10-0 to 1-2-0, Interior(1) 1-2-0 to 9-0-8, Exterior(2) 9-0-8 to 12-0-8, Interior(1)
12-0-8 to 18-1-0 zone;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at joint(s) except Ot=lb) 6=477,
2=607.
LOAD CASE(S) Standard
Job
I russ
Truss ype
ty
2263426
N6G
Common Girderference
=2Job
(optional)
Builders FirstSource, Ft Pierce, FL
4-11-8
Run: 8.420 s Augg�25 2020 Print: 8.420 s Aug 25 2020 MiTek
ID:WgVyBM2YF1 TBnQPx_?7aCEZefBH-hTX1 n_q,
13-1-8 1 18-1-0
4-1-0 4-1-0
5x6 =
2020
Scale = 1:40.0
5x8 = 3x8 II 48 = 3x8 II 5x8 =
EMEN-
7x10 = 13-1-8 17-9-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.42
Vert(LL)
0.11
6-8
>999
240
TCDL 10.0
Lumber DOL
1.25
BC 0.87
Vert(CT)
-0.12
6-8
>999
180
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.87
Horz(CT)
0.05
5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-MSH
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP No2
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=4442/0-6-0 (min. 0-2-10), 5=4199/0-6-0 (min. 0-2-8)
Max Horz 1=328(LC 5)
Max Upliftl=-3044(LC 8), 5=-2883(LC 9)
PLATES GRIP
MT20 244/190
Weight: 252 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-6338/4315, 2-3=-4415/3124, 3-4=-4410/3121, 4-5=-6305/4298
BOT CHORD 1-16=-3686/5269, 16-17=-3686/5269, 9-17=-3686/5269, 9-18=-3686/5269, 18-19=-3686/5269,
8-19=-3686/5269, 7-8=-3461 /5226, 7-20=-3461 /5226, 6-20= 3461 /5226, 6-21= 3461 /5226,
21-22=-3461 /5226, 5-22= 3461 /5226
WEBS 3-8=-3180/4546, 4-8=-2065/1669, 4-6=-1371/2093, 2-8=-2122/1700, 2-9=-1379/2114
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=3044,
5=2883.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 900 lb down and 630 lb up at 1-8-12
, 900 lb down and 630 lb up at 3-8-12, 900 lb down and 630 lb up at 5-8-12, 900 lb down and 630 lb up at 7-8-12, 900 lb down and 630
lb up at 9-8-12, 900 lb down and 630 lb up at 11-8-12, and 900 lb down and 630 lb up at 13-8-12, and 894 lb down and 634 lb up at
15-8-12 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=125, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 10-13= 20
Continued on page 2
Job
Fruss
Truss Type
ty�P'y
2263426
N6G
Common Girder
1
2
Job Reference (optional)
Builders hrsrsource, rt tierce, rL
Hun: C.4'LU S AU
g 2b'ZU2U rnnC d.42U S AU 20 ZUZU mi I eK InduSrnes, inc. rrl uec 1 t1 1 Z::SS:Stl ZUZU ra e 2
ID:WgVyBM2YFiTBn)Px_?7aC9zef8H-9f5Q?K?TXysZfi4nzMNCEIIoJuxOGtnIA?Ly6yy I_B
L;AD CASE(S) Standard
Concentrated Loads (lb)
Vert: 7=-900(F) 16=-900(F) 17=-900(F) 18=-900(F) 19=-900(F) 20= 900(F) 21=-900(F) 22=-894(F)
Job
I russ
I russ I ype
ty
y
2263426
N7G
Flat Girder
1
1
Job Reference (optional)`
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:38 2020 Page 1
I D:WgVyBM2YF1 TBnQPx_?7aCEzef8H-9f5Q?K?TXysZfi4nzMNCE11 ruu3fGy51A?Ly6yy71_B
3-2-4 6-4-8
46 = Scale=1:13.1
46 = 2x4 11
1 2 3
3x6 116
3x6 114
3-2-4
6-1-0 6-4-8
3-2-4
2-10-12 0-3 8
Plate Offsets (X,Y)-- (5:0-4-0,0-4-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.19
Vert(LL) 0.03
5-6 >999 240
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.38
Vert(CT) -0.03
5-6 >999 180
BCLL 0.0 '
Rep Stress ]nor NO
WB 0.53
Horz(CT) -0.00
4 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 42 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SP No.2
end verticals.
WEBS 2x4 SP No.3
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) 6=905/Mechanical, 4=804/0-6-0 (min. 0-1-8)
Max Uplift6=-642(LC 4), 4=-575(LC 4)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-6=-685/520, 1-2=-1259/883, 2-3=-1259/883, 3-4=-685/520
WEBS 1-5=-967/1380, 2-5=-124/317, 3-5=-967/1380
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=642,
4=575.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 611 lb down and 415 lb up at 1-11-4
, and 611 lb down and 415 lb up at 3-11-4 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 Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 13=-60, 4-6= 20
Concentrated Loads (lb)
Vert: 7=-611(F) 8=-611(F)
Job
Truss
russ I ype
ty
y
2263426
PB1
Piggyback
1
1
'
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTeK industries, Inc. Fn Dec 18 12:33:3u 2020 Page 1
I D:WgVyBM2YF1 TBnQPx_?7aCEzef8H-dsfoCg?51F_QGrfzW4u RmVr1 C ITv?XOu Pf4VeOy71_A
3-1-5 6-2-9
3-1-5 3-1-5
0
N
4x6 =
2x4 = 2x4 11 2x4 =
00
Scale=1:14.2
5-11-1
6-2-9,
5-11-1
0-3-8,
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.16
Vert(LL)
0.00
5
n/r
180
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.06
Vert(CT)
0.00
5
n/r
120
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.03
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 20 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=130/4-8-11 (min. 0-1-8), 4=130/4-8-11 (min. 0-1-8), 6=169/4-8-11 (min. 0-1-8)
Max Horz2=-102(LC 10)
Max Uplift2=-122(LC 12), 4=-136(LC 13), 6=-64(LC 12)
Max Grav2=130(LC 1), 4=142(LC 20), 6=171(LC 19)
FORCES. (lb) - Max. Comp./Max. 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at joint(s) 6 except Qt=lb) 2=122,
4=136.
7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
LOAD CASE(S) Standard
Job
I russ
I ype
City
Ply
2263426
V4
�lruss
Valley
1
1
Job Reference (optional)"
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:40 2020 Page 1
I D: WgVyBM2YF1 TBnQP,x_?7aCEzef8H-52CAPOOj3Z6Hu?E94n PgJjN DDiolk_n2dJg3Agy71_9
2-0-0 4-0-0
2-0-0 2-0-0
3x4 = Scale =1:9.2
2
2x4 ii
2x4 �'
3-8-8
4-0-0
3-8-8
Plate Offsets (X,Y)--
[2:0-2-0,Edge)
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.08
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.11
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 12 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (lb/size) 1=121/4-0-0 (min. 0-1-8), 3=121/4-0-0 (min. 0-1-8)
Max Horz 1=55(LC 9)
Max Upliftl= 81(LC 12), 3=-81(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS
for reactions shown; 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
LOAD CASE(S) Standard
Job
I russ
Truss Type
ty
y
2263426
V6
Valley
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:41 2020 Page 1
ID:WgVyBM2YF1TBnQPx_?7aCEzef8H-ZEmYdMi LgtE8W9pLeVwvrwwMy686TRLBsyZcjHy71_8
3-2-0 6-4-0
3-2-0 3-2-0
46 =
2x4 zi 2x4 11 2x4 ��
Scale = 1:15.2
6-0-8
0-3-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.21
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.07
Vert(CT) n/a
n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.04
Horz(CT) 0.00
3 n/a n/a
BCDL 10.0
Code FBC2017lTPI2014
Matrix-P
Weight: 21 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=116/6-4-0 (min. 0-1-8), 3=116/6-4-0 (min. 0-1-8), 4=198/6-4-0 (min. 0-1-8)
Max Horz 1=97(LC 9)
Max Uplift -I =-1 02(LC 12), 3=-115(LC 13), 4=-83(LC 12)
Max Grav1=116(LC 1), 3=127(LC 20), 4=198(LC 1)
FORCES. (lb) - Max. Comp./Max. 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=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at joint(s) 4 except Qt=lb) 1=102,
3=115.
LOAD CASE(S) Standard
Job
I russ
Truss Type
ty
y
2263426
Val
Valley
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:42 2020 Pagge 1
ID:WgVyBM2YF1 TBnOPx_?7aCEzef8H-2RKwgi2zbAM?8JNYCCSBOBTVSWUXCuOK5cJ9Fjy71_7
4-0-0 _B 0-0
d-n-n a-n-n
46 =
Scale = 1:18.6
2x4
2x4 11
2x4
7-8-8
7-8-8
3-
LOADING (psf)
SPACING-
2-0-0
CS1.
DEF.L.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.13
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 10.0
Code FBC2017[TP12014
Matrix-P
Weight: 28 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 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=152/8-0-0 (min. 0-1-8), 3=152/8-0-0 (min. 0-1-8), 4=259/8-0-0 (min. 0-1-8)
Max Horz 1= 128(LC 8)
Max Upliftl= 134(LC 12), 3=-151(LC 13), 4=-108(LC 12)
Max Grav1=152(LC 1), 3=166(LC 20), 4=259(LC 1)
FORCES. (lb) - Max. Comp./Max. 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=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 4-0-0, Exterior(2) 4-0-0 to 7-0-0, Interior(1)
7-0-0 to 7-6-4 zone;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at joint(s) except Qt=lb) 1=134,
3=151, 4=108.
LOAD CASE(S) Standard
Job
Fruss
Truss type
Qty
ply
2263426
V10
GABLE
1
1
Job Reference (optional)
Builders FrstSource, Ft Pierce, FL
Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:42 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H-2RKwgi2zbAM?8JNYCCS8O8TR2WS1 CtEKDWZJrjy71_7
5-2-0 10-4-0
5-2-0 i 5-2-0
46 =
2x4 -5� 2x4 4 2x4
Scale=1:21.8
10-0-8
0-3-
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.22
Vert(CT) n/a
n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.07
Horz(CT) 0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 36 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=202/10-4-0 (min. 0-1-8), 3=202/10-4-0 (min. 0-1-8), 4=345/10-4-0 (min. 0-1-8)
Max Horz 1=170(LC 9)
Max Upliftl =-1 78(LC 12), 3=-201(LC 13), 4=-144(LC 12)
Max Grav 1=202(LC 1), 3=221(LC 20), 4=345(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-298/227
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 5-2-0, Exterior(2) 5-2-0 to 8-2-0, Interior(1)
8-2-0 to 9-10-4 zone;C-C for members and forces & MWFRS for reactions shown; 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 100 Ito uplift at joint(s) except Qt=lb) 1=178,
3=201, 4=144.
LOAD CASE(S) Standard
Job
I russ
russ I ype
Qty
ply
2263426
V12
GABLE
1
1
Job Reference (optional)
Builders FirstSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 18 12:33:43 2020 Page 1
I D: WgVyBM2YF1 TBnQPx_?7aCEzef8H-WduJ222bM UVslTyklvzNxL?hyvgpxJLUKG2jn9y71_6
6-0-0 12-0-0
6-0-0 6-0-0
4x6 =
Scale = 1:24.6
3x4 ii
2x4 11
2x4 11
11-8-8
2x4 11
3x4
12-0 0
11-8-8
-3-
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.30
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.12
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.14
Horz(CT)
0.00 5
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
Weight: 45 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 12-0-0.
(lb) - Max Horz 1=-200(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-441(LC 12), 6= 440(LC 13)
Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=41 O(LC 19), 6=41 O(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-494/473, 4-6=-494/473
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1)
9-0-0 to 11-6-4 zone;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at joint(s) 1, 5, 7 except Qt=lb)
8=441, 6=440.
LOAD CASE(S) Standard
o
russ
Truss Type
ty y
2263426
�V14
GABLE
1 1
Job Reference (optional)
Builders FirslSource, Ft Pierce, FL Run: 8.420 s Aug 25 2020 Print: 8.420 s Aug 25 2020 MiTek Industries, Inc. Fri Dec 1812:33:44 2020 Page 1
ID:WgVyBM2YF1 TBnQPx_?7aCEzef8H_pShFO3D6odjNdXwJdUcTZYskJAAgmYdYwoGJcy71_5
7-2-0 13-9-8
7-2-0 6-7-8
3x4 =
2x4 11 4
Io
Scale=1:28.5
3x4 i
'
o
'
3x4 =
2x4 II
213 10
2x4 11
13 9 8
13-6-0
-3-8
Plate Offsets (X,Y)--
(4:0-2-0,Edgej
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.30
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.11
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.14
Horz(CT)
0.01 6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 55 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 13-9-8.
(lb) - Max Horz 1=-243(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) except 1=-102(LC 10), 8=-298(LC 12), 9=-431(LC 12), 7=-443(LC 13)
Max Grav All reactions 250 lb or less at joint(s) 1, 6 except 8=422(LC 19), 9=400(LC 19), 7=425(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. /
TOP CHORD 1-2= 433/315, 5-6=-297/298
BOT CHORD 1-9=-274/301, 8-9=-274/301, 7-8=-274/301, 6-7=-274/301
WEBS 3-8=-374/340, 2-9=-479/467, 5-7=-497/481
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. II; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 7-2-0, Exterior(2) 7-2-0 to 10-2-0,
Interior(1) 10-2-0 to 13-9-8 zone;C-C for members and forces & MWFRS for reactions shown; 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 102 lb uplift at joint 1, 298 lb uplift at joint 8,
431 lb uplift at joint 9 and 443 lb uplift at joint 7.
LOAD CASE(S) Standard
Job
Fruss
Truss Type
ty
y
2263426
V16
GABLE
1
1
Job Reference (optional)
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ID:WgVyB 2YF1TBnQPx_?7aCEzef8H-S003Tj4st5la?m67tK?rOm50ijUBPDmnnaXgs2y I_4
8-0-0 16-0-0
8-0-0 8-0-0
4x6 — Scale: 3/8"=1'
3
3x4 G 8 7 6 3x4
2x4 11 2x4 11 2x4 11
15-8-8
0-3-8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.28
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
BC 0.13
Vert(CT)
n/a
n/a
999
BCLL 0.0 '
Rep Stress ]nor
YES
WB 0.15
Horz(CT)
0.00 5
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 64 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
OTHERS 2x4 SP No.3
BRACING-
TOPCHORD
BOT CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. All bearings 16-0-0.
(lb) - Max Horz 1=-273(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-474(LC 12), 6= 473(LC 13)
Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=261(LC 19), 8=462(LC 19), 6=462(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-498/490, 4-6=-498/489
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=S.Opsf; h=20ft; Cat. 11; Exp C; Encl., GCpi=0.18;
MWFRS (envelope) gable end zone and C-C Exterior(2) 0-5-12 to 3-5-12, Interior(1) 3-5-12 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0,
Interior(1) 11-0-0 to 15-6-4 zone;C-C for members and forces & MWFRS for reactions shown; 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 100 lb uplift at joint(s) 1, 5 except Qt=lb)
8=47416=473.
LOAD CASE(S) Standard