HomeMy WebLinkAboutMW-63 Truss EngLumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
RE: 2596982 - GHO Homes - Grenadine JEM - Traditional MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tam , FL 33610-4115
Customer Info: GHO Homes Project Name: MW63 Model: Grenadine JEM - Traditional
Lot/Block: 63 Subdivision: Meadowood
Address: 2646 Conifer Dr., .
City: Fort Pierce State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-10 Wind Speed: 160 mph
Roof Load: 45.0 psf Floor Load: N/A psf
This package includes 41 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1
T22723612
Al
2/4/21
2
T22723613
A2
2/4/21
3
T22723614
A3
2/4/21
4
T22723615
A4
2/4/21
5
T22723616
A5
2/4/21
6
T22723617
A6
2/4/21
7
T22723618
A7
2/4/21
8
T22723619
A8
2/4/21
9
T22723620
A9
2/4/21
10
T22723621
A10
2/4/21
11
T22723622
All
2/4/21
12
T22723623
Al2
2/4/21
13
T22723624
A13
2/4/21
14
T22723625
A14
2/4/21
15
T22723626
A15
2/4/21
16
T22723627
A16
2/4/21
17
T22723628
A17
2/4/21
18
T22723629
B1
2/4/21
19
T22723630
B2
2/4/21
20
T22723631
B3
2/4/21
21
T22723632
Cl
2/4/21
22
T22723633
C3
2/4/21
No. Seal# Truss Name Date
23
T22723634
C4
2/4/21
24
T22723635
C5
2/4/21
25
T22723636
C6
2/4/21
26
T22723637
CJ3
2/4121
27
T22723638
CJ7
2/4/21
28
T22723639
CJ26
2/4/21
29
T22723640
D1
2/4/21
30
T22723641
D2
2/4/21
31
T22723642
D3
2/4/21
32
T22723643
J 1
2/4/21
33
T22723644
J3
2/4/21
34
T22723645
J3G
2/4/21
35
T22723646
J5
2/4/21
36
T22723647
J7
2/4/21
37
T22723648
J7A
2/4/21
38
T22723649
J7G
2/4/21
39
T22723650
J26
2/4/21
40
T22723651
V2
2/4/21
41
T22723652
V4
2/4/21
The truss drawing(s) referenced above have been prepared by MiTek USA, Inc.
under my direct supervision based on the parameters
provided by Builders FirstSource (Plant City, FL).
Truss Design Engineer's Name: ORegan, Philip
My license renewal date for the state of Florida is February 28, 2023.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
.%% \? �' O RF�'�.
\' �\C.E•N S ' • .9'L �i
8126
���• STATE OF .44/
'
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
ORegan, Philip 1 of 1
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723612
2596982
Al
Roof Special
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:03:50 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-WJvBOK9?ESUnAZv9YzwrYflLNMAYBkKw8nQxW5zoaQt
2-0-0 6-4-13 13-1-0 20-0-0 28-5-0 33-5-8 33i�-5 40-0-0 42-0-0
2-0-0 6-4-13 6-8 4 6-11-0 8-5-0 5-0-8 0-1-13 6 4-11 2-0-0
M
'7
5x6 =
6.00 12
5x6 = 4xo —
3x6 = 5x6 = 5x8 = 3x6 =
Scale = 1:77.2
6-4-13 13-1-0 20-0-0 28-5-0 33-5-8
33 7-5 40-0-0
6-4-13 6-8 4 6-11-0 8-5-0 5-0-8
0-1-13 6-4-11
Plate Offsets (X,Y)-- [4:0-4-0,Edge], [8:0-4-0,Edge], [12:0-3-8,0-2-8], [14:0-5-12,0-3-4], [17:0-5-12,0-3-4]
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 0.70
Vert(LL) -0.21 18 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.82
Vert(CT) -0.54 14-15 >882 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.76
Horz(CT) 0.23 10 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.27 18 >999 240
Weight: 259 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purlins.
1-4,8-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. Except:
BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 17-19
5-19,7-13: 2x4 SP No.3, 14-16: 2x4 SP No.1 WEBS 1 Row at midpt
5-15, 7-15
WEBS 2x4 SP No.3 *Except*
17-20,12-14: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=450(LC 11)
Max Uplift 2=-827(LC 12), 10=-833(LC 12)
Max Grav 2=1965(LC 1), 10=1952(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3308/1305, 3-5=-3480/1439, 5-6=-2363/1116, 6-7=-2363/1109, 7-9=-3443/1472,
9-10=-3284/1318
BOT CHORD 2-20=-941/2992, 5-17=-98/685, 15-17=-972/3245, 14-15=-1052/3074, 7-14=-123/612,
10-12=-1007/2802
WEBS 3-20=-467/259, 17-20=-862/2881, 3-17=-62/270, 5-15=-1420/652, 6-15=-508/1385,
7-15=-1343/680, 12-14=-942/2724, 9-14=-57/304, 9-12=-429/253
NOTES-
%\� . • G E•N ' •.
1) Unbalanced roof live loads have been considered for this design.
Q �� S4C'
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
:�
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 20-0-0, Exterior(2) 20-0-0
No 58126
•�
to 24-0-0, Interior(1) 24-0-0 to 42-1-7 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 2x4 MT20 unless otherwise indicated.
= .9
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
OF
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 827 lb uplift at joint 2 and 833 lb uplift at
joint10.
0 F(\ �,•'• \ ��
I,,rssi •.....••���%��
N Ai
fill00%
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723613
2596982
A2
Hip
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:12 2021 Page 1
I D: rcJ P0140c?YPehxeU_io6xzN q S4-tYEVOsQo3C Fg pxbN rbJ? Rlf40 Efm Lj 59BC161gzoaQX
2-0-0 6 4-13 13-1-0 19-0-0 21-0-0 28-5-0 33-5-8 33r�-5 40-0-0 , 42-0-0
6-4-13 5-11-0 2-0-0 7-5-0 5-0-8 0-1-13 1 4-11 2-0-0
l?
O
5x6 =
6.00 12
5x6 —
4A0 -
3x6 — 5x8 — 5x8 _ 5x8 — 3x6 —
Scale = 1:76.1
6 4-13 13-1-0 19-0-0 21-0-0 28-5-0 33-5-8
33 7-5 40-0-0
6-4-13 6-8-4 5-11-0 2-0-0 7-5-0 5-0-8
0-1-13 6-4-11
Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [7:0-3-0,0-2-0], [8:0-0-0,0-0-0], [10:0-0-0,0-0-0], [13:0-3-8,0-2-8], [15:0-5-12,0-3-4], [19:0-5-12,0-3-4],
[22:0-3-8,0-2-8]
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 0.88
Vert(LL) -0.26 15-16 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.94
Vert(CT) -0.59 15-16 >794 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.62
Horz(CT) 0.23 11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.27 20 >999 240
Weight: 249 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
4-6,7-9: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 19-21
5-21,8-14: 2x4 SP No.3 WEBS 1 Row at midpt
5-17, 8-16
WEBS 2x4 SP No.3 *Except*
19-22,13-15: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max Horz 2=433(LC 10)
Max Uplift 2=-827(LC 12), 11=-833(LC 12)
Max Grav 2=1965(LC 1), 11=1952(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3314/1393, 3-5=-3450/1532, 5-6=-2418/1224, 6-7=-2058/1183, 7-8=-2418/1220,
8-10=-3412/1562, 10-11=-3291/1406
BOT CHORD 2-22=-1038/2993, 5-19=-128/703, 17-19=-1078/3201, 16-17=-541/2058,
15-16=-1141/3031, 8-15=-153/627, 11-13=-1086/2811
WEBS 3-22=-474/265, 19-22=-948/2902, 5-17=-1367/682, 6-17=-320/715, 7-16=-323/715,
11►111111//
8-16=-1291/709, 13-15=-1014/2725, 10-15=-33/250, 10-13=-431/264
NOTES-
%\� . • G E•N ' •. �,9 �ii
1) Unbalanced roof live loads have been considered for this design.
Q �� StC`'•
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
:�
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 19-0-0, Exterior(2) 19-0-0
No 58126
•�
to 26-7-14, Interior(1) 26-7-14 to 42-1-7 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.
= .9
4) All plates are 2x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
O •, ' ��:
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
i0 ,� , �` Q. •� ��
will fit between the bottom chord and any other members.
j� \ �,•' \ ��
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 827 lb uplift at joint 2 and 833 lb uplift at
joint 1
"fill
/11111
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723614
2596982
A3
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:13 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-LkotDCRRq W NXR5AaOlgE_VCHde0U4ALIQsUfgGroaQW
2-0-0 6-4-13 13-1-0 17-0-0 23-0-0 28-5-0 33-5-8 33i;5 40-0-0 , 42-0-0
1 2-0-0 6-4-13 3-11-0 0-1-13 6-4-11
c?
O
5x8 =
6.00 12
630
5x6 =
7 31
5x8 = 4X0 —
3x6 = 5x6 = 5x8 = 3x6 =
Scale = 1:76.1
6 4-13 13-1-0 17-0-0 23-0-0 28-5-0 33-5-8
33 7-5 40-0-0
6-4-13 6-8 4 3-11-0 6-0-0 5-5-0 5-0-8
0-1-13 60 -11
Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [7:0-3-0,0-2-0], [13:0-3-8,0-2-8], [15:0-5-12,0-34], [19:0-5-12,0-3-41
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 0.76
Vert(LL) -0.21 20 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.78
Vert(CT) -0.49 20 >956 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.62
Horz(CT) 0.23 11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.27 20 >999 240
Weight: 254 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. Except:
5-21,8-14: 2x4 SP No.3 10-0-0 oc bracing: 19-21
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt
5-17, 6-16, 8-16
19-22,13-15: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max Horz 2=-392(LC 10)
Max Uplift 2=-827(LC 12), 11=-833(LC 12)
Max Grav 2=1965(LC 1), 11=1952(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3320/1480, 3-5=-3423/1617, 5-6=-2626/1368, 6-7=-2274/1329, 7-8=-2619/1378,
8-10=-3383/1646, 10-11=-3296/1493
BOT CHORD 2-22=-1117/3060, 5-19=-147/652, 17-19=-1124/3206, 16-17=-700/2394,
15-16=-1186/2976, 8-15=-170/586, 11-13=-1165/2818
WEBS 3-22=-473/281, 5-17=-1080/560, 6-17=-301/890, 7-16=-296/760, 8-16=-1014/582,
19-22=-1044/2933, 13-15=-1106/2719, 10-13=-422/279
,t%►1111111j111
NOU Ebalanced
roof live loads have been considered for this design.
,♦�%
G E•O
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
♦♦♦ Q ; •�,� S4C'
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 17-0-0, Exterior(2) 17-0-0
to 22-7-14, Interior(1) 22-7-14 to 23-0-0, Exterior(2) 23-0-0 to 28-6-12, Interior(1) 28-6-12 to 42-1-7 zone; cantilever left and right
No 58126
•�
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
* �•
3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 unless otherwise indicated.
= .9
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
S F
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
O
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
•�
��� �
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 827 lb uplift at joint 2 and 833 lb uplift at
jointl1.
O R \ \ ♦♦♦
•**,***•�%
I'04
&/
N A�
-'--1110 ��"�0
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723615
2596982
A4
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:16 2021 Page 1
ID:rcJ P0140c?YPehxeU_io6xzNgS4-mJUOsDTJ6Rm51Zu83RNxc8gotr2BHX516gjJRbzoaQT
6-4-13 13-1-0 17-0-0 23-0-0 28-5-0 33-5-8 33r;5 40-0-0 , 42-0-0
2-0-0 6 4-13 6-8 4 3-11-0 6-0-0 5-5-0 5-0-8 0-1-13 6 4-11
c?
O
5x8 =
6.00 12
630
5x6 =
7 31
5x8 = 4X0 —
3x6 = 5x6 = 5x8 = 3x6 =
Scale = 1:76.1
6 4-13 13-1-0 17-0-0 23-0-0 28-5-0 33-5-8
33 7-5 40-0-0
6-4-13 6-8 4 3-11-0 6-0-0 5-5-0 5-0-8
0-1-13 60 -11
Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [7:0-3-0,0-2-0], [13:0-3-8,0-2-8], [15:0-5-12,0-34], [19:0-5-12,0-3-41
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 0.76
Vert(LL) -0.21 20 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.78
Vert(CT) -0.49 20 >956 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.62
Horz(CT) 0.23 11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.27 20 >999 240
Weight: 254 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. Except:
5-21,8-14: 2x4 SP No.3 10-0-0 oc bracing: 19-21
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt
5-17, 6-16, 8-16
19-22,13-15: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max Horz 2=-392(LC 10)
Max Uplift 2=-827(LC 12), 11=-833(LC 12)
Max Grav 2=1965(LC 1), 11=1952(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3320/1480, 3-5=-3423/1617, 5-6=-2626/1368, 6-7=-2274/1329, 7-8=-2619/1378,
8-10=-3383/1646, 10-11=-3296/1493
BOT CHORD 2-22=-1117/3060, 5-19=-147/652, 17-19=-1124/3206, 16-17=-700/2394,
15-16=-1186/2976, 8-15=-170/586, 11-13=-1165/2818
WEBS 3-22=-473/281, 5-17=-1080/560, 6-17=-301/890, 7-16=-296/760, 8-16=-1014/582,
19-22=-1044/2933, 13-15=-1106/2719, 10-13=-422/279
Ebalanced
♦♦,11►111111111�,
1) U roof live loads have been considered for this design.
,��♦���'�P G E•O
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
��� Q ; •�,\ S4C'
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 17-0-0, Exterior(2) 17-0-0
to 22-7-14, Interior(1) 22-7-14 to 23-0-0, Exterior(2) 23-0-0 to 28-6-12, Interior(1) 28-6-12 to 42-1-7 zone; cantilever left and right
No 58126
•�
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
* �•
3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 unless otherwise indicated.
= .9
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
'• OF
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
•' ��:
O
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 827 lb uplift at joint 2 and 833 lb uplift at
joint 11.
0 F1 \ •••`• ��
`,
O N A`-
�1111111111110,
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723616
2596982
A5
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:18 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-iibmGvVZe2OpXs2XBsQPhZv7HfkFIRj2a8CQVTzoaQR
2-0-0 6-4-13 13-1-0 ,15-0-0 20-0-0 25-0-0 28-5-0 33-5-8 33i�-5 40-0-0 , 42-0-0
2-0-0 6-4-13 6-8 4 1-11-0 5-0-0 5-0-0 3-5-0 5-0-8 0-1-13 6-4-11
M
O
5x6
6.00 12
3x4 = 5x6 =
327 33 8
5x8
3x6 = 5x6 = 5x6 = 3x6 =
Scale = 1:76.2
6-4-13 13-1-0 15-0-0 25-0-0 28-5-0 33-5-8
33 7 5 40-0-0
6-4-13 6-8 4 1-11-0 10-0-0 3-5-0 5-0-8
0-1-13 6-4-11
Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [8:0-3-0,0-2-0], [9:0-0-0,0-0-0], [11:0-0-0,0-0-0], [16:0-5-12,0-3-4], [20:0-5-12,0-3-4]
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 0.71
Vert(LL) -0.32 17-19 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.81
Vert(CT) -0.71 17-19 >665 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.61
Horz(CT) 0.22 12 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.26 21 >999 240
Weight: 256 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-14 oc purlins.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-4-7 oc bracing. Except:
5-22,9-15: 2x4 SP No.3, 18-20,16-18: 2x4 SP No.1 10-0-0 oc bracing: 20-22
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt
7-19, 7-17
20-23,14-16: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 12=0-8-0
Max Horz 2=-351(LC 10)
Max Uplift 2=-827(LC 12), 12=-833(LC 12)
Max Grav 2=1970(LC 17), 12=1957(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3322/1522, 3-5=-3408/1656, 5-6=-2865/1490, 6-7=-2542/1397, 7-8=-2514/1410,
8-9=-2848/1505, 9-11=-3369/1684, 11-12=-3298/1536
BOT CHORD 2-23=-1157/3056, 5-20=-190/558, 19-20=-1135/3158, 17-19=-963/2709,
16-17=-1196/2945, 9-16=-212/505, 12-14=-1205/2821
WEBS 3-23=-463/289, 5-19=-830/512, 6-19=-448/995, 7-19=-364/263, 7-17=-389/251,
8-17=-454/978, 9-17=-773/532, 20-23=-11 10/2872,11-14=-416/293, 14-16=-1172/2682
`,1111111111111
NOTES-
%%� 1�
,�\��p J O RF^�I,♦
1) Unbalanced roof live loads have been considered for this design.
C,•E N 5�., 9,L ♦��
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
; Q�,• �\
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-0-0, Exterior(2) 15-0-0
to 20-7-14, Interior(1) 20-7-14 to 25-0-0, Exterior(2) 25-0-0 to 30-7-14, Interior(1) 30-7-14 to 42-1-7 zone; cantilever left and right
No 58126
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
* �• �• yt
3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
�•;• O F
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
••
O
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
♦♦♦
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 827 lb uplift at joint 2 and 833 lb uplift at
O F(\ V ,••• ��
I,, SS% •.....••���%��
joint 12.
'fit ,�0 N A11 01���
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723617
2596982
A6
Roof Special
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:32 2021 Page 1
ID:rcJP0140c?YPehxeU io6xzNgS4-IOR3DigLLMngDO7D?oghFWUVllWaOjA5oJb9?gzoaQD
2-0-0 6-4-13 13-1-0 15-2-0 17-4-0 20-0-8 22-2-0 27-0-0 28-5-q 33-7-5 , 40-0-0 42-0-0
2-0-0 6-4-13 6-8 4 2-1-0 2-2-0 2-8-8 2-1-8 4-10-0 1-5-0 64-11 2-0-0
r?
0
3x6 —
6.00 12 5x6 G 5x6
5x6 =
oxa — oxa —
3x6 = 5x6 = 3x4 11 5x6 = 3x6 =
Scale = 1:77.6
6-4-13 13-1-0
17-4-0
20-0-8 27-0-0
28-5-q
33-7-5 40-0-0
6-4-13 6-8 4
4-3-0
2-8-8 6-11-8
1-5-0
5-2-5 64-11
Plate Offsets (X,Y)-- [5:0-2-8,0-2-8], [6:0-3-0,Edge], [9:0-3-0,0-2-0], [17:0-2-8,0-3-4], [19:0-5-12,0-3-0]
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 0.88
Vert(LL) -0.24
17-18 >999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.74
Vert(CT) -0.60
17-18 >784
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.80
Horz(CT) 0.21
13 n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.27
18 >999
240
Weight: 248 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood
sheathing directly applied or 2-2-0 oc purlins.
5-9: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 5-5-13 oc bracing.
BOT CHORD 2x4 SP No.2 *Except*
5-20,10-16: 2x4 SP No.3, 17-19: 2x4 SP No.1
WEBS 2x4 SP No.3 *Except*
19-21,15-17: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 13=0-8-0
Max Horz 2=-354(LC 10)
Max Uplift 2=-838(LC 12), 13=-838(LC 12)
Max Grav 2=1950(LC 17), 13=1952(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3288/1463, 3-5=-3217/1523, 5-7=-3057/1595, 7-8=-3172/1622, 8-9=-3172/1622,
9-10=-3300/1728, 10-12=-3361/1608, 12-13=-3279/1483
BOT CHORD 2-21=-1091/3039, 5-19=-146/649, 18-19=-975/2940, 17-18=-992/2711, 10-17=-243/259,
13-15=-1159/2805
WEBS 3-21=-323/253, 19-21 =-1 061/2934, 15-17=-1119/2765, 12-17=-81/259, 12-15=-432/283,
11111111111,
8-18=-523/384, 9-18=-292/690, 5-18=-273/696, 9-17=-456/977
RF'���/
NOTES-
1) Unbalanced roof live loads have been considered for this design.
��%%.,%
• �
�� `Z`� • • Ci E•N �9
Q SAC`'•,
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
` ,•'��
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-2-0, Exterior(2) 15-2-0
No 58126
to 17-3-10, Interior(1) 17-3-10 to 27-0-0, Exterior(2) 27-0-0 to 31-0-0, Interior(1) 31-0-0 to 42-1-7 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) All plates are 2x4 MT20 unless otherwise indicated.
O F
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
0 O
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
i0
�,•'`
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 838 lb uplift at joint 2 and 838 lb uplift at
0 F( \ ��
,�i,I ls� •' • • • • •'�\ �,
joint 13.
��I,111N A'
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
',,���
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723618
2596982
A7
Roof Special
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:34 2021 Page 1
ID:rcJP0140c?YPehxeU io6xzNgS4-EnZpdNhctzlYSKGc7Di9Kxas55CfUcGOFd4G4YzoaQB
2-0-0 6-9-1 13-1-0 15-2-0 19 4-0 23-1 %11 24t$-0 28-5-0 29-Or0 33-7 4 40-0-0 42-0-0
2-0-0 6-9-1 6-3-15 2-1-0 4-2-0 4-6-8 0-`3-8 4-3-0 0-7- 4-7-3 6-4-12
Scale = 1:77.6
5x6 11
6.00 12
3x6 = 5x6 = 3x4 5x6 = 3x6 =
6-9-1 13-1-0
19-4-0
28-5-0
2 -0 0
33-7-4 40-0-0
6-9-1 6-3-15
6-3-0
9-1-0
0-7-
4-7-3 6-4-12
Plate Offsets (X,Y)-- [9:0-3-0,0-2-0], [16:0-2-8,0-3-8], [18:0-2-4,0-3-4]
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
0.72
Vert(LL) -0.28
17 >999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.76
Vert(CT) -0.67
16-17 >703
240
BCLL 0.0 *
Rep Stress Incr YES
WB
0.89
Horz(CT) 0.22
11 n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.37
17 >999
240
Weight: 257 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-2-12 oc purlins.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 5-4-8 oc bracing.
5-19: 2x4 SP No.3, 16-18: 2x6 SP No.2
WEBS
1 Row at midpt
6-17
WEBS 2x4 SP No.3 *Except*
18-20,13-16,6-17: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max Horz 2=354(LC 11)
Max Uplift 2=-837(LC 12), 11=-836(LC 12)
Max Grav 2=1944(LC 1), 11=1946(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3284/1449, 3-5=-3196/1527, 5-6=-3136/1662, 6-7=-4474/2271, 7-8=-3877/1904,
8-9=-3103/1616, 9-10=-3448/1684, 10-11=-3287/1537
BOT CHORD 2-20=-1072/2970, 5-18=-360/343, 17-18=-790/2515, 16-17=-1494/3678,
11-13=-1207/2810
WEBS 3-20=-363/271, 18-20=-1047/2864, 7-17=-2252/1261, 8-17=-43/381, 8-16=-853/467,
10-13=-489/324, 9-16=-500/1223, 13-16=-1212/2809, 10-16=-67/311, 6-18=-558/1098,
11111 111///j
6-17=-1371/2696
NOTES-
1) Unbalanced roof live loads have been considered for this design.
`%�\p �
�� �� • • Ci E•N �9 �i
Q SF'•, �%/
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
` ,•'
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-2-0, Exterior(2) 15-2-0
No 58126
to 19-4-0, Interior(1) 19-4-0 to 29-0-0, Exterior(2) 29-0-0 to 33-0-0, Interior(1) 33-0-0 to 42-1-7 zone; cantilever left and right exposed
* �• �• yt
;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 unless otherwise indicated.
O F
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
� O
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
i0 ,�'
�,•'
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
Q F(\ ��
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 837 lb uplift at joint 2 and 836 lb uplift at
joint 1
11ONM.E
/11111
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723619
2596982
A8
Roof Special
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:40 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-3xw4uRmMTpnhAFkmTTpZaCquoWC3ul5HdZXbHCzoaQ5
15-4-0
15-2-0
-2-0-0 6-8-11 13-i-0 15-0-0 ii 21-0-0 28-5-0 31-0-0 35-5-7 40-0-0 42-0-0
2-0-0 6-8-11 6-4-5 1-11-0 [� 6-0-0 7-1-0 2-7-0 4-5-7 4-6-9 2-0-0
0-2-0 Scale = 1:79.2
0-2-0
5x6
6.00 12
4x6 i
3x6 = 6x8 =
3x4 11 4x8 =
5x12 =
3x6
15-4-0
15-2-0
6-8-11 13-1-0
15-0-0
21-0-0
28-5-0 31-1
40-0-0
6-8-11 6-4-5
1-11-0
6-0-0
7-1-0 2-7-0
9-0-0
0-2-0
0-2-0
Plate Offsets (X,Y)-- [7:0-6-0,0-3-0], [9:0-5-12,0-1-12], [11:0-2-9,0-1-8], [15:0-5-4,0-3-4], [20:0-3-8,0-2-8]
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 0.77
Vert(LL)
-0.34 16 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.96
Vert(CT)
-0.78 15-16 >604 240
MT20HS 187/143
BCLL 0.0 *
Rep Stress Incr YES
WB 1.00
Horz(CT)
0.29 11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL)
0.43 16 >999 240
Weight: 245 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
6-7: 2x4 SP No.1, 7-9: 2x4 SP M 31
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.2 *Except*
WEBS
1 Row at midpt
7-15, 7-17
5-19,8-14: 2x4 SP No.3, 15-18: 2x4 SP No.1
WEBS 2x4 SP No.3 *Except*
13-15: 2x4 SP No.2
OTHERS 2x4 SP No.2 *Except*
22-23,25-26: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max Horz 2=-354(LC 10)
Max Uplift 2=-838(LC 12), 11=-838(LC 12)
Max Grav 2=1942(LC 1), 11=1942(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3282/1440, 3-5=-3143/1486, 5-6=-2789/1451, 6-7=-2856/1398, 7-8=-3999/1986,
8-9=-3936/1955, 9-10=-2997/1460, 10-11=-3256/1604
BOT CHORD 2-20=-1064/2873, 5-18=-171/510, 17-18=-917/2715, 16-17=-1995/4873,
15-16=-1992/4878, 8-15=-397/322, 11-13=-1283/2793
,`1111t 111111,
WEBS 9-15=-1058/2386, 9-103 1855/410810-13=0273 27016-19801051/2161, 7_10032774/61412,
%,F�'�.,
5-17=-767/441
Q�\�� G E'N . 9,L
NOTES-
♦ �
1) Unbalanced roof live loads have been considered for this design.
.
No 58126
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-2-0, Exterior(2) 15-2-0
to 19-2-0, Interior(1) 19-2-0 to 31-0-0, Exterior(2) 31-0-0 to 35-0-0, Interior(1) 35-0-0 to 42-1-7 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.
O�•, • ��:
�`
4) All plates are MT20 plates unless otherwise indicated.
i P ♦♦
�,••• N
5) All plates are 2x4 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
0 R \ ♦♦
�i, SS+ • • • • • • �\� ��
7) * This truss has been designed r a live ofm0.Opsf the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
111111111101
.n
will fit between the bottoms herd other
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 838 lb uplift at joint 2 and 838 lb uplift at
Philip J. O'Regan PE No.58126
joint 11.
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723620
2596982
A9
Roof Special Girder
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:55 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-6pKl l ZynxQgZTYNes7a5hMxUYZKOv41 U40gtlgzoaPs
2-0-0 4-4-0 7-8-1 13-0-0 16-5-0 1,;4 p 20-7-2 23-4-0 28-5-0 33-0-0 36-6-0 40-0-0 42-0-0
2-0-0 4-4-0 3-4-1 5-3-15 3-5-0 0-11- 3-3-2 2-8-14
M
0
6.00 12
6x8 =
6x8 =
5 6
4x6 = 4x8 = 5x8 II 7x8 = 4x8
5x8 =
Scale = 1:77.6
4 4-0 7-8-1 13-0-0
16-5-0 20-7-2 23-4-0
28-5-0 33-0-0 36-6-0 40-0-0
4 4-0 3-4-1 5-3-15
3-5-0 4-2-2 2-8-14
5-1-0 4-7-0 3-6-0 3-6-0
Plate Offsets (X,Y)-- [2:0-3-12,0-1-1], [3:0-3-0,0-3-0], [4:04-0,0-1-15],
[8:0-5-4,0-3-4], [10:0-4-0,0-1-15],
[11:0-4-0,0-1-13],
[13:0-3-8,0-3-8], [15:0-34,0-4-12], [18:0-6-4,0-2-12]
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)
-0.29 16 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.93
Vert(CT)
-0.65 15-16 >732 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.96
Horz(CT)
0.17 11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL)
0.42 15-16 >999 240
Weight: 604 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied or 4-3-8 oc purlins.
4-6,6-8,8-10: 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x6 SP No.2 *Except*
5-19: 2x4 SP No.3, 15-18: 2x6 SP M 26, 9-14: 2x4 SP No.2
11-14: 2x8 SP 240OF 2.0E
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max Horz 2=-309(LC 23)
Max Uplift 2=-1074(LC 8), 11=-1767(LC 8)
Max Grav 2=2354(LC 1), 11=3432(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4166/1661, 3-4=-3635/1609, 4-5=-4228/1909, 5-6=-4245/1914, 6-7=-4458/1961,
7-8=-7605/3302, 8-9=-10493/4811, 9-1 0=-1 0314/4742, 10-11=-6676/3204
BOT CHORD 2-22=-1261/3594, 21-22=-1262/3593, 5-18=-127/332, 17-18=-2650/6794,
16-17=-4515/10888, 15-16=-4514/10894, 14-15=-378/940, 9-15=-397/264,
13-14=-647/1412, 11-13=-2654/5862
11111111111j
WEBS 8-15=01512/1251 136105 —2048/4543, 10i 5 12064/5066, 10 13—427/47g /2021,
J O,R�,,''♦♦
,`,�\P
6-18=-577/1368, 7-17=-1574/3635, 8-17=-5418/2469, 7-18=-3725/1698
• G•E•N S • • �2 ♦i
.` Q� o
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
No 58126
•;
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
* �• yt
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x8 - 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
�•;• S A
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
••
O
3) Unbalanced roof live loads have been considered for this design.
i ,�'..�` P •� ,�
♦♦♦♦�
4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
Fj \ 0,•' ��,��
cantilever left and right exposed ;Lumber DOL=1.60 plate grip DOL=1.60
5) water g
nless
.Ss�p N A � E �`%�
All plates fates are 2x4 MT20 uquate
P othepreverwise dc ate'd
/11111
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Philip J. O'Regan PE No.58126
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
MiTek USA, Inc. FL Cart 6634
will fit between the bottom chord and any other members.
6904 Parke East Blvd. Tampa FL 33610
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1074 lb uplift at joint 2 and 1767 lb uplift
Date:
at joint 11.
February 4,2021
Continued on page 2
Ilk
AL WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
—
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723620
2596982
A9
Roof Special Girder
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:57 2021 Page 2
I D:rcJP0140c?YPehxeU_io6xzNgS4-3CSWSFzl S1 wHjsX1 zYcZmn 1 q2N?U N_nnYi9_NjzoaPq
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 196 lb up at 31-2-13, and 371 lb down and 353 lb up
at 33-0-0 on top chord, and 1229 lb down and 546 lb up at 30-4-12, and 90 lb down at 31-2-13, and 412 lb down and 387 lb up at 32-10-13 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=-70, 4-6=-70, 6-8=-70, 8-10=-70, 10-12=-70, 2-19=-20, 15-18=-20, 11-14=-20
Concentrated Loads (lb)
Vert: 10=-174(F) 13=-291(F) 31=-138(F) 32=-1229(F) 33=-69(F)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723621
2596982
A10
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:03:53 2021 Page 1
ID:rcJP0140c?YPehxeU_io6xzNgS4-xubJ1 MCuXNsM10ekD6TYAHNpKaBL02QMgleb7QzoaQq
2-0-0 7-8-15 15-0-0 19-6-0 22-11-0 25-0-0 28-5-0 33-7-5 40-0-0 , 42-0-0
2-0-0 7-8-15 7-3-0 4-6-0 3-5-0 6-4-11 2-0-0
M
O
6.00 12 5x8 =
6 33
5x8 =
3x6 = 3x6 = 5x6 = 3x6 =
5x12 =
Scale = 1:76.2
7-8-15 15-0-0 19-6-0 22-11-0 25-0-0 28-5-0 33-7-5
40-0-0
7-8-15 7-3-0 4-6-0 3-5-0 2-1-0 3-5-0 5-2-5
6-4-11
Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [15:0-5-12,0-4-8], [17:0-2-0,0-4-4]
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 0.91
Vert(LL) -0.28 16-17 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.87
Vert(CT) -0.63 16-17 >747 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.93
Horz(CT) 0.35 11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.34 6 >999 240
Weight: 264 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
4-5: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-4-3 oc bracing. Except:
BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 14-15
6-18,22-23,8-14: 2x4 SP No.3, 15-17: 2x6 SP No.2 WEBS 1 Row at midpt 3-20
WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 15
13-15: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max Horz 2=-351(LC 10)
Max Uplift 2=-838(LC 12), 11=-838(LC 12)
Max Grav 2=1942(LC 1), 11=1942(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3258/1558, 3-5=-2530/1344, 5-6=-3463/1788, 6-7=-3479/1794, 7-8=-3676/1837,
8-10=-4953/2359, 10-11=-3280/1547
BOT CHORD 2-21=-1181/2881, 20-21 =-1 181/2881, 6-17=-377/301, 16-17=-1185/3271,
15-16=-1791/4349, 8-15=-486/1229, 11-13=-1215/2805
WEBS 3-21=0/322, 3-20=-830/490, 5-20=-822/320, 17-20=-846/2453, 5-17=-819/2020,
7-17=-237/443, 7-16=-501/1123, 13-15=-1332/3063, 10-15=-584/1559, 10-13=-1286/671,
8-16=-1470/817
NOTES-
,��Q� .• �G E N
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
No 58126
•�
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 15-0-0, Exterior(2) 15-0-0 * �•
to 20-7-14, Interior(1) 20-7-14 to 25-0-0, Exterior(2) 25-0-0 to 30-7-14, Interior(1) 30-7-14 to 42-1-7 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 = .9
3) Provide adequate drainage to prevent water ponding.
', S 0 F
4) All plates are 2x4 MT20 unless otherwise indicated.
O
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
i ,�'
0
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.
.40
�i, SS+ • • • • • • ��� ��
7) Provide mechanical (by truss to bearing capable withstanding 838 lb 2 838 lb
connection others) of plate of uplift at joint and uplift at
joint 1
1111
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723622
2596982
All
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:03:55 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-tHi4S2D83_64HKo6LXVOFiSBPNslsyyfH37iBJzoaQo
2-0-0 6-6-14 13-0-0 19-6-0 22-11-0 27-0-0 27-9 0 33-7-5 , 40-0-0 , 42-0-0
2-0-0 6-6-14 6-6-0 3-5-0 4-1-0 9- 5-10-5 6-4-11
M
O
6.00 12 5x12 =
326
5x6 —
33 7 8
3x6 = 4x12 = 3x6 = 5x6 = 3x6 =
Scale = 1:76.2
6-6-14 13-0-0 19-6-0 22-11-0 21 -0 33-7-5
40-0-0
6-6-14 6-5-2 6-6-0 3-5-0 4-10-0 5-10-5
6-4-11
Plate Offsets (X,Y)-- [5:0-9-8,0-2-4], [7:0-3-8,0-2-4], [15:0-2-4,0-3-12], [16:0-2-8,0-4-0]
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 0.81
Vert(LL) -0.30 15-16 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.84
Vert(CT) -0.73 15-16 >646 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.93
Horz(CT) 0.35 11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.38 15-16 >999 240
Weight: 257 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
5-7: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. Except:
BOT CHORD 2x4 SP No.2 *Except* 6-1-0 oc bracing: 15-16
6-17,21-22,8-14: 2x4 SP No.3, 15-16: 2x6 SP No.2 10-0-0 oc bracing: 14-15
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-16
13-15: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 15
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max Horz 2=311(LC 11)
Max Uplift 2=-838(LC 12), 11=-838(LC 12)
Max Grav 2=1942(LC 1), 11=1942(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3291/1605, 3-5=-2698/1418, 5-6=-4377/2193, 6-7=-4413/2200, 7-8=-4579/2378,
8-10=-4693/2251, 10-11=-3290/1592
BOT CHORD 2-20=-1238/2890, 19-20=-1238/2890, 6-16=-545/428, 15-16=-1479/3799, 8-15=-222/313,
11-13=-1259/2816
WEBS 3-20=0/260, 3-19=-664/423, 5-19=-544/271, 16-19=-899/2444, 5-16=-1063/2446,
���
13-15=-1357/3044, 10-15=-420/1301, 10-13=-1136/631, 7-16=-415/859, 7-15=-781/1460
.�` �Q
NOTES-
�\� . • G E•N ' •.
1) Unbalanced roof live loads have been considered for this design.
Q �� StC`•• ��i ��
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
:�
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 13-0-0, Exterior(2) 13-0-0
No 58126
•�
to 18-7-14, Interior(1) 18-7-14 to 27-0-0, Exterior(2) 27-0-0 to 32-7-14, Interior(1) 32-7-14 to 42-1-7 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. = .9
4) All plates are 2x4 MT20 unless otherwise indicated.
OF
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
O •
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
i� ,� Q. ,� ��
�••,•
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing Capable of withstanding 838 lb uplift at joint 2 and 838 lb uplift at
�� 0 F(\ �,•• \ ��
plate
1
ss,;
joint
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723623
2596982
Al2
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:03:57 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-pfggskFObbMoWexVSxYU K7YWfBYxKvrylNcpGBzoaQm
2-0-0 5 4-13 11-0-0 16-11-2 , 22-11-0 , 27-9-0 $9-0-Q 34-7-3 40-0-0 42-0-0
2-0-0 5 4-13 5-7-3 5-11-2 5-11-14 4-10-0 1-3-0 5-7-3 5 4-13
M
'7
5x8 =
3x4 = 4x6 = 5x8 =
4 30 31 5 6 32 7 3334 8
3x6 = 4x6 = 3x4 = 7x8 = 3x4 II 5x6 = 3x6 =
Scale = 1:74.8
5 4-13 11-0-0
16-11-2 22-11-0
27-9-0
29-0-Q
34-7-3 40-0-0
5 4-13 5-7-3
5-11-2 5-11-14
4-10-0
1-3-0
5-7-3 5 4-13
Plate Offsets (X,Y)-- [4:0-6-0,0-2-8], [7:0-3-0,Edge], [8:0-6-0,0-2-8], [15:0-5-12,0-3-0], [17:0-2-4,0-3-4]
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 0.89
Vert(LL)
-0.25 16-17
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.83
Vert(CT)
-0.59 16-17
>800
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.71
Horz(CT)
0.22 10
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL)
0.32 16-17
>999
240
Weight: 246 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 5-1-8 oc bracing.
6-18,14-16: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
17-19,12-15: 2x4 SP No.2
OTHERS 2x4 SP No.2 *Except*
24-25,27-28: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=269(LC 11)
Max Uplift 2=-838(LC 12), 10=-838(LC 12)
Max Grav 2=1942(LC 1), 10=1942(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3303/1634, 3-4=-2852/1486, 4-5=-3065/1672, 5-6=-3714/1950, 6-8=-3748/1965,
8-9=-3403/1702, 9-10=-3299/1635
BOT CHORD 2-22=-1275/2870, 20-22=-1275/2870, 19-20=-968/2476, 6-17=-440/355,
16-17=-1214/3012, 15-16=-1128/2928, 10-12=-1312/2829
WEBS 3-20=-492/343, 4-20=-100/380, 4-19=-445/898, 5-19=-961/577, 17-19=-1188/2925,
t% J11111111111
183-15=0/324, 8-15=-181/605, 9-15=-91/294,
9-12=-377/284,2-15-1218/2684O,A�,,,,,
E•Ns�•''
NOTES-�C'
\C, .
`'•
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
No 58126
•�
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 11-0-0, Exterior(2) 11-0-0
* �•
to 16-11-2, Interior(1) 16-11-2 to 29-0-0, Exterior(2) 29-0-0 to 34-7-3, Interior(1) 34-7-3 to 42-1-7 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
= .9
3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x4 MT20 unless otherwise indicated.
O •, •' ��:
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
j� \ ��
'i, SS+ • • • •'
will fit between the bottom chord and any other members.
• • • • �� ��
7) Providemechanical connection (by others) of truss to bearing plate capable of withstanding 838 lb uplift at joint 2 and 838 lb uplift at
fO
"fill
joint
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723624
2596982
A13
Roof Special
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:00 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-EEWzVIHHtW IN N5g4845Bym93kOXMXDwORLrTtWzoaQj
1 -2-0-0 6-1-11 10-8-0 12-4-0 15-11-12 p7-4-1 22-4-1 22r11-025-4-1 27-9-0 2$-4r0 31A-0 35-9-2 40-0-0 42-0-0
2-0-0 6-1-11 4-6-5 1-8-0 3-7-12 1-4-5 5-0.1 0- 5 2-5-1 2-0-15 -7 2 N 4-9--2 4-2-14
Scale = 1:79.2
5x8 11
3x6 =
5x8 i
5x6 �
6x8 =
9
5
3x4 =
— 5x8 =
x6 —
6.00 12
4 6
70
3x4 i
3 34 35
3x4
J�fl
>36 12
33
37
2
13 O
r>
on
Io
-7 1
14
6x8 = d
x8 STP =
25
26 24
23
21
22
18 17 16 15 ST1.5x8
3x6 —
4x6 = 3x4 =
7x8 =
7x10 —
5x12 = 3x6 =
6-1-11 6-$-0 9-0-13 12-4-0 15-11-12 22-4-1 22r11i-0 27-9-0 2$-4r0 31-0-0 35-9-2 40-0-0
6-1-11 0--52-10-13 3-3-3 3-7-12 6-4-6 0- - 5 4-10-0 0-7- 2-8-0 4-9-2 4-2-14
Plate Offsets (X,Y)-- [4:0-0-4,0-1-12], [5:0-3-0,Edge], [11:0-6-0,0-2-4], [19:0-2-4,0-3-4], [20:0-4-0,Edge]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.71
Vert(LL)
-0.36
21
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.98
Vert(CT)
-0.85
19-20
>555
240
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.95
Horz(CT)
0.26
13
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL)
0.47
21
>995
240
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
4-8: 2x4 SP M 31
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3 *Except*
9-20,9-19,16-19,20-23: 2x4 SP No.2
OTHERS
2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 13=0-8-0
Max Horz 2=-290(LC 10)
Max Uplift 2=-834(LC 12), 13=-831(LC 12)
Max Grav 2=1950(LC 1), 13=1957(LC 1)
PLATES GRIP
MT20 244/190
Weight: 255 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-3-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 8-22, 10-17, 20-23
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3279/1526, 3-4=-2987/1507, 4-5=-295/187, 4-6=-3495/1779, 6-7=-3744/1903,
7-8=-4795/2336, 8-9=-5436/2676, 9-10=-4492/2292, 10-11 =-3983/1 987,
11 -1 2=-3025/1501, 12-13=-3311/1572
BOT CHORD 2-26=-1174/2885, 24-26=-1174/2885, 23-24=-1046/2668, 19-20=-1216/3193,
15-16=-1266/2836, 13-15=-1266/2836
WEBS 9-20=-1576/3210, 9-19=-852/1586, 11-16=-805/355, 8-20=-2656/1413, 10-19=-2106/1138,
11-19=-970/2283, 16-19=-1114/2725, 12-16=-299/207, 4-24=-85/337, 3-24=-300/180,
7-23=-1200/699, 4-23=-687/1357, 20-23=-1497/3635, 7-20=-542/1204
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2) 10-8-0
to 12-3-9, Interior(1) 12-3-9 to 25-4-1, Exterior(2) 25-4-1 to 28-4-0, Interior(1) 28-4-0 to 31-0-0, Exterior(2) 31-0-0 to 35-0-0, Interior(1)
35-0-0 to 42-1-7 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) All plates are 2x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 834 lb uplift at joint 2 and 831 lb uplift at
joint 13.
8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
No 58126
����S•.O R�
S�4 N AL E��` �♦
///11111111�`
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723625
2596982
A14
Roof Special
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:02 2021 Page 1
ID:rcJP0140c?YPehxeU_io6xzNgS4-AddjwRIXP8?4dPgSFV7flBFN?CFy?8zhueKaxPzoaQh
2-0-0 6 4-5 10-8-0 14 4-0 20 4-1 22-11-0 25-4-1 27-9-0 30 4-0 , 33-0-0 36-7-3 40-0-0 42-0-0
2-0-0 6-4-5 4-3-10 3-8-0 6-0-1 2-6-15 2-5-1 2-4-15 2-7-0 2-8-0 3-7-3 3-4-13 2-0-0
5x6 11
5x6 =
Scale = 1:79.2
6.00 12 4
5x6 =
6x8 = 7
9
5x6 = 5x8 =
35
3x4 '5' 33
34
5
10
3
12 M
32
36
m 2
19
18
13
io
Io
0 1 •
7x10 = 7x8 =
14
d
24
x8 STP = 25 23
22
21 20
17
16 15 ST1.5x8
3x6 = 4x6 4x8 =
3x4 =
6x8 =
7x10 = 3x4 = 3x6 =
6 4-5 5- 10-8-0 14 4-0
20 4-1
22-11-0
27-9-0 30 4-0
33-0-0 40-0-0
6 4-5 1- 3-2-10 3-8-0
6-0-1
2-6-15
4-10-0 2-7-0
2-8-0 7-0-0
Plate Offsets (X,Y)-- [6:0-54,0-3-0], [11:0-6-0,0-2-8], [18:0-2-4,Edge], [19:0-3-8,Edge],
[21:0-3-8,0-3-0]
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 0.79
Vert(LL)
-0.39 21 >999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.84
Vert(CT)
-0.89 21-22 >528
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.85
Horz(CT)
0.26 13 n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL)
0.51 21 >927
240
Weight: 254 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied or 24-10 oc purlins.
5-6: 2x4 SP M 31
BOT CHORD
Rigid ceiling directly applied or 4-4-1 oc bracing.
BOT CHORD 2x4 SP No.2 *Except*
WEBS
1 Row at midpt
5-23
7-20,9-17: 2x4 SP No.3, 20-24: 2x4 SP No.1
WEBS 2x4 SP No.3 *Except*
19-21,16-18: 2x4 SP No.1, 8-19,8-18: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 13=0-8-0
Max Horz 2=289(LC 11)
Max Uplift 2=-838(LC 12), 13=-838(LC 12)
Max Grav 2=1942(LC 1), 13=1942(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3272/1530, 3-4=-2857/1458, 4-5=-2837/1475, 5-6=-4479/2240, 6-7=-5029/2481,
7-8=-5010/2547, 8-9=-4297/2264, 9-10=-4282/2147, 10-11 =-3444/181 0,
11 -1 2=-3093/1560, 12-13=-3204/1638
BOT CHORD 2-25=-1190/2941, 23-25=-1190/2941, 22-23=-1938/4465, 21-22=-2125/4879,
18-19=-1223/3158, 15-16=-1175/2731, 13-15=-1311/2723
WEBS 5-22=-71/387, 6-22=-517/256, 6-21=-1792/867, 19-21=-2216/5138, 6-19=-761/480,
8-19=-1471/2891, 8-18=-838/1477, 16-18=-1607/3661, 10-18=-55/435, 10-16=-2329/1088,
11-16=-675/1230, 4-23=-1089/2229, 3-23=-458/284, 5-23=-2753/1430
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2) 10-8-0
to 14-4-0, Interior(1) 14-4-0 to 25-4-1, Exterior(2) 25-4-1 to 29-4-1, Interior(1) 29-4-1 to 33-0-0, Exterior(2) 33-0-0 to 36-9-6, Interior(1)
36-9-6 to 42-1-7 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) All plates are 2x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 838 lb uplift at joint 2 and 838 lb uplift at
joint 13.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
No 58126
i
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723626
2596982
A15
ROOF SPECIAL
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:06 2021 Page 1
ID:rcJP0140c?YPehxeU_io6xzNgS4-2OtElpM2TMVW507DUKCbC1 PAlpdHxzUHpGln4AzoaQd
2-0-0 6-1-11 10-8-0 16-4-0 18 4-1 22-11-0 25-4-1 27-9-0 , 32-4-0 35-0-0 40-0-0 42-0-0
2-0-0 6-1-11 4-6-5 5-8-0 2-0-1 4-6-15 2-4-15 4-7-0 2-8-0 5-0-0 2-0-0
Scale = 1:79.2
5x6 =
5x6 =
8
4
6.00 12
5x6 =
7
9
3x4 -
5x6 =
31
32
33
5x6 = 5x6 =
3 30
5
10
29
34 C'
0
3512
r> 2
17
16
i `�
0 1 •
6x8= 5x8
13 10
d
21
x8 STP = 22 20
19
18
.
15 14 ST1.5x8
3x6 = 3x6 = 3x10 =
7x8 =
5x8 = 3x6 =
6-1-11 10-8-0
16-4-0
18-4-1
22-11-0
21 -0 32-4-0 35-0-0 40-0-0
6-1-11 4-6-5
5-8-0
2-0-1
4-6-15
4-10-0 4-7-0 2-8-0 5-0-0
Plate Offsets (X,Y)-- [11:0-3-0,0-2-01, [16:0-2-4,0-2-8], [17:0-2-0,0-3-4]
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
0.36
Vert(LL)
-0.30 19 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.82
Vert(CT)
-0.68 19-20 >695 240
BCLL 0.0 *
Rep Stress Incr YES
WB
0.82
Horz(CT)
0.16 12 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL)
0.39 19 >999 240
Weight: 482 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-10-1 oc purlins.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
7-18,9-15: 2x4 SP No.3
7-6-7 oc bracing: 19-20.
WEBS 2x4 SP No.3 *Except*
17-19,14-16: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 12=0-8-0
Max Horz 2=289(LC 11)
Max Uplift 2=-838(LC 12), 12=-838(LC 12)
Max Grav 2=1968(LC 17), 12=1942(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3283/1499, 3-4=-2898/1426, 4-5=-2834/1392, 5-6=-6681/3167, 6-7=-5026/2374,
7-8=-5057/2501, 8-9=-4337/2214, 9-10=-4315/2057, 10-11=-4010/1972,
11-12=-3234/1563
BOT CHORD 2-22=-1166/3001, 20-22=-1166/3001, 19-20=-2867/6525, 18-19=-142/297, 7-17=-334/322,
16-17=-1159/3148, 9-16=-330/320, 12-14=-1212/2762
WEBS 3-20=-403/275, 4-20=-964/2122, 5-20=-4401/2215, 5-19=-58/369, 6-19=-1599/759,
17-19=-2869/6629, 6-17=-2455/1228, 8-17=-1477/2992, 8-16=-843/1530,
14-16=-1744/4037, 10-16=-398/268, 10-14=-2027/1006, 11-14=-782/1775
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2) 10-8-0
to 14-8-0, Interior(1) 14-8-0 to 25-4-1, Exterior(2) 25-4-1 to 29-4-1, Interior(1) 29-4-1 to 35-0-0, Exterior(2) 35-0-0 to 39-0-0, Interior(1)
39-0-0 to 42-1-7 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
5) Provide adequate drainage to prevent water ponding.
6) All plates are 2x4 MT20 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.
Continued on page 2
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
• \. F�
No 58126
4fs1
,O
/111111
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723626
2596982
A15
ROOF SPECIAL
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:06 2021 Page 2
ID:rcJP0140c?YPehxeU_io6xzNgS4-2OtElpM2TMVW507DUKCbC1 PAlpdHxzUHpGln4AzoaQd
NOTES-
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 838 lb uplift at joint 2 and 838 lb uplift at joint 12.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723627
2596982
A16
Roof Special Girder
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:08 2021 Page 1
I D:rcJPOI40c?YPehxeU_io6xzNgS4-?n?_AUNI?_IELKHccIE3HSVTAdJCPgBZGanu93zoaQb
2-0-0 4-9-8 10-8-0 14-6-11 17-4-1 19-6-10 , 22-11-0 , 25-4-1 27-9-0 31-1-0 34-4-0 37-0-0 40-0-0 42-0-0
2-0-0 4-9-8 5-10-8 3_ 11
2-2-9 3-4-6 2-4-15
5x6 =
5x6 =
Scale = 1:79.2
6.00 12 4
7
9
3x8
3x4
3x4
5 5x12 =
10
3
6
5x6 = 5x8 =
oi
11
_T
m 2
0
to
19 i M
01 •
7x10=
4 �To
5x8= d
�33
x8 STP = 26 25 24
23 22
21
18 17 16 15
3x6 = 3x6 = 3x8
= 4x4 = 7x8 =
3x4 I I
6x8 = 4x4 = ST1.5x8 STP =
4x6 =
4-9-8 10-8-0
14-6-11 17-4-1 19-6-10
22-11-0
27-9-0 31-1-0 34-4-0 37-0-0 40-0-0
4-9-8 5-10-8
3-10-11 2-9-6 2-2-9
3 4-6
4-10-6 3-4-0 3-3-0 2-8-0 3-0-0
Plate Offsets (X,Y)-- [12:0-6-0,0-2-8], [19:0-2-12,0-3-0], [20:0-3-12,Edge], [22:0-3-8,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 0.55
Vert(LL) -0.36 21-22 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.79
Vert(CT) -0.80 21-22 >587 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.93
Horz(CT)
0.16 13 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL)
0.47 21-22 >999 240
Weight: 522 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-9-13 oc purlins.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
7-21,9-18: 2x4 SP No.3, 13-18: 2x6 SP No.2, 21-25: 2x4 SP No.1
7-10-9 oc bracing: 22-23.
WEBS 2x4 SP No.3 *Except*
20-22,6-20: 2x4 SP No.2
OTHERS 2x4 SP No.2 *Except*
28-29,31-32: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 13=0-8-0
Max Horz 2=-290(LC 6)
Max Uplift 2=-856(LC 8), 13=-1138(LC 8)
Max Grav 2=2021 (LC 29), 13=2461(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3449/1184, 3-4=-3009/1139, 4-5=-2979/1156, 5-6=-5382/2035, 6-7=-5248/1953,
7-8=-5293/2095, 8-9=-4566/1818, 9-10=-4572/1732, 10-11=-4630/1772,
11 -1 2=-5753/2208, 12-13=-4178/1583
BOT CHORD 2-26=-876/3164, 24-26=-876/3164, 23-24=-1584/4958, 22-23=-2981/8600,
21-22=-151/464, 7-20=-415/281, 19-20=-942/3323, 17-18=-100/251, 16-17=-2096/5893,
15-16=-1263/3677, 13-15=-1243/3619
WEBS 3-24=-443/189, 4-24=-802/2239, 5-24=-2937/1168, 5-23=-1024/2807, 6-23=-4585/1732,
6-22=-1516/617, 20-22=-2921/8375, 6-20=-4069/1577, 8-20=-1186/3148, 8-19=-671/1673,
17-19=-1326/4029, 10-19=-278/215, 10-17=-341/228, 11-17=-1942/791,
11-16=-1417/605, 12-15=-253/701, 12-16=-1143/2399
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 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=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5) Provide adequate drainage to prevent water ponding.
6) All plates are 2x4 MT20 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.
Continued on page 2
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
``11111111//II�,
i
No 58126
S4 OF
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723627
2596982
A16
Roof Special Girder
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:08 2021 Page 2
I D:rcJPOI40c?YPehxeU_io6xzNgS4-?n?_AUNI?_IELKHccIE3HSVTAdJCPgBZGanu93zoaQb
NOTES-
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 856 lb uplift at joint 2 and 1138 lb uplift at joint 13.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 640 lb down and 328 lb up at 37-4-12 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=-70, 4-6=-70, 6-8=-70, 8-11=-70, 11-12=-70, 12-14=-70, 2-21=-20, 19-20=-20, 13-18=-20
Concentrated Loads (lb)
Vert: 33=-551 (B)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723628
2596982
A17
ROOF SPECIAL
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:10 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-x96lbAPYXb?yaeR?jAHXMtasWQOStkFskuG?DxzoaQZ
2-0-0 5-11-11 10-8-0 14-0-0 17 4-1 20-0-12 22-11-0 25-4-1 27-9-0 32-1-5 , 37-4-0
2-0-0 5-11-11 4-8-6 3 4-0 3-4-0 2-8-11 2-10 4 2-5-1 2-4-15 5-2-11
Scale = 1:68.5
5x6 =
5x6 =
I9 Iy o
0
4x6 = 4x8 = 4x8 = 5x6 = 5x12 = 4x4 =
5-11-11 10-8-0
17-4-1
20-0-12
22-11-0
27-9-0
32-1-5 37-4-0
5-11-11 4-8-6
6-8-1
2-8-11
2-10-4
4-10-0
4-4-6 5-2-11
Plate Offsets (X,Y)--
[5:0-1-0,0-1-12], [12:0-1-8,0-0-8], [16:0-2-0,0-3-4], [18:0-3-12,0-3-0]
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 0.37
Vert(LL)
-0.27
19
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.74
Vert(CT)
-0.61
19
>732
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.96
Horz(CT)
0.09
12
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL)
0.36
19
>999
240
Weight: 500 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x6 SP No.2 *Except*
8-17,10-14: 2x4 SP No.3, 15-16: 2x4 SP No.2
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.2 *Except*
24-25: 2x4 SP No.3
REACTIONS.
(size) 12=Mechanical, 2=0-8-0
Max Horz 2=276(LC 11)
Max Uplift 12=-614(LC 12), 2=-805(LC 12)
Max Grav 12=1656(LC 1), 2=1887(LC 17)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-6-15 oc bracing: 18-19.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3151/1417, 3-4=-2783/1343, 4-5=-2703/1352, 5-6=-8075/3831, 6-7=-5122/2451,
7-8=-4354/2111, 8-9=-4335/2219, 9-10=-3488/1796, 10-11=-3501/1700,
11-12=-3297/1575
BOT CHORD 2-22=-1210/2880, 20-22=-1210/2880, 19-20=-1740/4053, 18-19=-3421/7605,
17-18=-142/274, 15-16=-1045/2647, 10-15=-260/269, 12-13=-1299/2881
WEBS 3-20=-408/273, 4-20=-982/2130, 5-20=-2272/1184, 5-19=-2328/5033, 6-19=-3896/1915,
6-18=-3655/1682, 7-18=-341/741, 16-18=-2018/4605, 7-16=-1025/539, 9-16=-1350/2767,
9-15=-550/999, 13-15=-1212/2715, 11-15=-80/319, 11-13=-522/310
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2) 10-8-0
to 14-8-0, Interior(1) 14-8-0 to 25-4-1, Exterior(2) 25-4-1 to 29-4-1, Interior(1) 29-4-1 to 37-3-4 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
5) Provide adequate drainage to prevent water ponding.
6) All plates are 2x4 MT20 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.
Continued on page 2
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
• \. F�
No 58126
i
40SS,O %%
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723628
2596982
A17
ROOF SPECIAL
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:04:10 2021 Page 2
I D:rcJ P0140c?YPehxeU_io6xzNgS4-x96lbAPYXb?yaeR?jAHXMtasWQOStkFskuG?DxzoaQZ
NOTES-
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 614 lb uplift at joint 12 and 805 lb uplift at joint 2.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723629
2596982
B1
Roof Special
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:05:29 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-7MOcABM6wsykZn_ArGB33XLFDGwttVIUVhvhVszoaPK
4-13 11-0-0 1
19-4-0 , 25-4-0 28-5-0 30-4-0
5-4-13 5-7-3 5-5-0 2-11-0 6-0-0 3-1-0 1-11-0
Scale = 1:56.6
48 =
5x6 =
t 25 26 5 27 6
4x4 = �xY 5x8 = 3x6 11
5 4-13 11-0-0 16-5-0 22-0-0 25-4-0
28-5-0 30-4-0
5-4-13 5-7-3 5-5-0 5-7-0 3-4-0
3-1-0 1-11-0
Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:0-54,0-2-0], [6:0-3-0,0-2-0], [13:0-3-8,0-2-8], [15:0-2-12,0-2-12]
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 0.78
Vert(LL) -0.16 14-15 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.93
Vert(CT) -0.38 14-15 >945 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.77
Horz(CT) 0.17 9 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.21 14-15 >999 240
Weight: 182 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
6-7: 2x4 SP No.1 except end verticals.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
5-16,10-12: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
8-13: 2x4 SP No.2
OTHERS 2x4 SP No.2 *Except*
21-22: 2x4 SP No.3
REACTIONS. (size) 9=Mechanical, 2=0-8-0
Max Horz 2=221(LC 12)
Max Uplift 9=499(LC 12), 2=-682(LC 12)
Max Grav 9=1336(LC 1), 2=1522(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2429/1152, 34=-1948/1016, 4-5=-2187/1237, 5-6=-2192/1236, 6-7=-2796/1374,
7-8=-3400/1689, 9-11 =-1 296/652, 8-11 =-1 238/648
BOT CHORD 2-19=-1120/2095, 17-19=-1120/2095, 5-15=-309/225, 14-15=-988/2037,
13-14=-1748/3502
WEBS �14=-1194/69217-13=-1088/622, 8-13=-1708/3409 15=-145/402, 6-14=-306/754,
-
� ,
J O,A�
\Q
NOTES-
�,� G E•N SF �•9v ,�i
1) Unbalanced roof live loads have been considered for this design.
`,`�Q?�
2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
No 58126
•�
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 11-0-0, Exterior(2) 11-0-0 * �•
to 15-0-0, Interior(1) 15-0-0 to 19-4-0, Exterior(2) 194-0 to 23-4-0, Interior(1) 23-4-0 to 30-2-4 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 = .9
3) Provide adequate drainage to prevent water ponding.
S F
4) All plates are 2x4 MT20 unless otherwise indicated.
•' ��:
O',
•
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
i T
���
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.
0 F( \ �,••• ��
�i, SS+ • • • • • • • • �� ��
Refer truss to truss
����
connections.
joint
8) Provide mechanical calrco connection b othe s) of truss to bearing late Capable of withstanding 499 lb uplift at 9 and 682 lb uplift at
(Y ) 9P P 9 P 1 P
joint 2.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723630
2596982
B2
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:05:46 2021 Page 1
ID:rcJP0140c?YPehxeU_io6xzNgS4-7dwl k?Zmw55K5OnRLK?2F6YB17oBM8m?pgW4bNzoaP3
2-0-0 4-6-10 9-0-0 15-10-0 21-4-0 25-9-6 3%4-0
2-0-0 4-6-10 4-5-6 6-10-0 5-6-0 4-5-6 4-6-10
M 2x4
0
4x8 =
3x4 = 4x4 =
4 18 19 5 20 6
Scale = 1:58.0
STP =
4x4 = 3x4 = ST1.5x8 STP = 3x8 = 4x4 —
3x4 = 6x8 =
9-0-0
15-10-0
21-4-0
30-4-0
9-0-0
6-10-0
5-6-0
9-0-0
Plate Offsets (X,Y)--
[4:0-5-4,0-2-0], [10:0-3-8,0-3-0]
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
0.69
Vert(LL)
0.37 8-9
>460
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.66
Vert(CT)
-0.29 8-9
>585
240
BCLL 0.0
Rep Stress Incr YES
WB
0.97
Horz(CT)
0.02 8
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 156 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3 WEBS
OTHERS 2x4 SP No.2 *Except`
14-15: 2x4 SP No.3
REACTIONS. (size) 8=0-8-0, 2=0-8-0, 10=0-8-0
Max Horz 2=216(LC 11)
Max Uplift 8=-424(LC 12), 2=-374(LC 12), 10=-922(LC 12)
Max Gram 8=509(LC 22), 2=782(LC 17), 10=1613(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-836/374, 3-4=-504/163, 4-5=-228/395, 5-6=-251/627, 6-7=-368/626, 7-8=-731/926
BOT CHORD 2-12=-267/807, 10-12=0/473, 9-10=-395/532, 8-9=-790/615
WEBS 3-12=-380/381, 4-12=-62/415, 4-10=-895/547, 5-1 0=-1 015/1087, 5-9=-1064/788,
7-9=-417/533
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 5-1-0 oc bracing.
1 Row at midpt 4-10
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 9-0-0, Exterior(2) 9-0-0 to
14-7-14, Interior(1) 14-7-14 to 21-4-0, Exterior(2) 21-4-0 to 26-11-14, Interior(1) 26-11-14 to 30-0-0 zone; cantilever left and right
exposed ; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 424 lb uplift at joint 8, 374 lb uplift at
joint 2 and 922 lb uplift at joint 10.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
No 58126
�:• ST
N AL
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723631
2596982
B3
Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:05:57 2021 Page 1
ID:rcJ P0140c?YPehxeU_io6xzNgS4-114B2migKTUmw47ZU8hdCRW3WZaER73cL2h9TEzoaOu
2-0-0 3-4-3 7-0-0 11-5-9 15-10-0 20-2-8 23 4-0 26-11-13 , 30-4-0
2-0-0 34
3-7-13 4-5-9 4-4-7 3-7-13 3-4-3
n
71
01
4x4 =
3x4 = 3x4 = 3x4 =
4x4 =
4 21 522 23 24 6 7 25 8 26 9
iu I 1Z
3
10
ENI
J 17 27 16 28 29 15 30 '' 4 31 32 13 33 12
ix8 STP =
3x8 i 3x4 = ST1.5x8 STP = 3x4 =
4x6 = 8x12 =
Scale = 1:56.3
ST1.5x8 STP =
3x8
n
I4
6
n
O
A
7-0-0 11-5-9 15-10-0 20-2-
23-4-0 30-4-0
7-0-0 4-5-9 4-4-7 4-4-88
3-1-8 7-0-0
Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [11:0-2-10,0-1-8], [14:0-6-0,0-4-12]
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 0.69
Vert(LL) 0.16
11-12 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.56
Vert(CT) -0.15
2-17 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.94
Horz(CT) 0.05
11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 181 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied or 3-10-15 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD
Rigid ceiling directly applied or 6-0-1 oc bracing.
WEBS 2x4 SP No.3 *Except*
6-14: 2x8 SP 240OF 2.0E
OTHERS 2x4 SP No.3
REACTIONS. (size) 11=0-8-0, 2=0-8-0, 14=0-8-0
Max Horz 2=174(LC 24)
Max Uplift 11=-901(LC 8), 2=-1007(LC 8), 14=-2437(LC 8)
Max Gram 11=1067(LC 1), 2=1467(LC 29), 14=2728(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2265/1520, 3-4=-2016/1455, 4-5=-1785/1357, 5-6=-425/290, 6-8=-425/290,
8-9=-1438/1329, 9-10=-1662/1429, 10-11=-1926/1574
BOT CHORD 2-17=-1295/2053, 16-17=-1224/1833, 14-16=-1224/1833, 13-14=-1163/1438,
12-13=-1163/1438, 11-12=-1355/1675
WEBS 3-17=-358/247, 4-17=-265/502, 5-16=-344/507, 5-14=-1736/1363, 6-14=-659/530,
8-14=-1430/1327, 8-13=-417/429, 9-12=-351/463, 10-12=-364/320
NOTES-
1) Unbalanced roof live loads have been considered for this design.
,`,11►11111111��,
�� �'AF '�.,�
•
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS left Lumber DOL=1.60
♦�`,,��Q
♦ . ' i,
Q�••� c ENS •
;
(directional); cantilever and right exposed ; porch right exposed; plate
,♦♦♦ 4t'
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
No 58126
•�
4) All plates are 2x4 MT20 unless otherwise indicated.
* �•
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
= .9
will fit between the bottom chord and any other members.
', OF
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 901 lb uplift at joint 11, 1007 lb uplift at
O
joint 2 and 2437 lb uplift at joint 14.
i
P
��� �••,�
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 lb down and 354 lb up at
191 down and 1111 lb at 11-0-12, 194 lb lb up tlb
1191
0 F(\ ����♦
1b2, 194 b downl94
downn 191 b t 15-0b 5-3-4,p194 lb down 191 b t 17-3-4, 941 down 191 lb
up aown
and and up aown
up atand and
11/11111111�
up at 19-3-4, and 194 lb down and 191 lb up at 21-3-4, and 371 lb down and 354 lb up at 23-4-0 on top chord, and 412 lb down
and 387 lb up at 7-0-0, 84 lb down and 117 lb up at 9-0-12, 84 lb down and 117 lb up at 11-0-12, 84 lb down and 117 lb up at
Philip J. O'Regan PE No.58126
13-0-12, 84 lb down and 113 lb up at 15-0-12, 84 lb down and 109 lb up at 15-3-4, 84 lb down and 79 lb up at 17-3-4, 84 lb down
MiTek USA, Inc. FL Cert 6634
and 79 lb up at 19-3-4, and 84 lb down and 79 lb up at 21-3-4, and 466 lb down and 294 lb up at 23-3-4 on bottom chord. The
6904 Parke East Blvd. Tampa FL 33610
design/selection of such connection device(s) is the responsibility of others.
Date:
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
February 4,2021
Continued on page 2
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723631
2596982
B3
Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:05:57 2021 Page 2
ID:rcJ P0140c?YPehxeU_io6xzNgS4-114B2migKTUmw47ZU8hdCRW3WZaER73cL2h9TEzoaOu
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-70, 4-9=-70, 9-11=-70, 2-11=-20
Concentrated Loads (lb)
Vert: 4=-1 74(F) 7=-1 21 (F) 9=-1 74(F) 17=-291 (F) 12=-291 (F) 21 =-1 21 (F) 22=-1 21 (F) 23=-1 21 (F) 24=-243(F) 25=-1 21 (F) 26=-121(F) 27=-54(F) 28=-54(F) 29=-54(F)
30=-108(F) 31=-54(F) 32=-54(F) 33=-54(F)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723632
2596982
C1
Roof Special
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
2x4
6
2-0-0 5-4-0
5-4-0
8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:03 2021 Page 1
ID:rcJP0140c?YPehxeU_io6xzNgS4-7vRTJpmQwJEwe?ajrPol Rim4s_aSrxfVjz8UhuzoaOo
4x6 =
6-8-1
5-7-15
Scale = 1:43.6
2x4 11
3x4 i — ,..,n..,,P =
6x8 =
7-5-6
15-6-1
23-0-0
7-5-6
8-0-11
7-6-0
Plate Offsets (X,Y)--
[2:0-2-10,0-1-8]
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 0.77
Vert(LL)
-0.15
8-10
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.31
8-10
>880
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.55
Horz(CT)
0.06
7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL)
0.12
8-10
>999
240
Weight: 124 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2 *Except*
TOP CHORD
4-5: 2x4 SP No.1
BOT CHORD
2x4 SP No.2
BOT CHORD
WEBS
2x4 SP No.3
WEBS
OTHERS
2x4 SP No.3
REACTIONS.
(size) 7=0-8-0, 2=0-8-0
Max Horz 2=341(LC 12)
Max Uplift 7=-394(LC 12), 2=-540(LC 12)
Max Gram 7=1030(LC 18), 2=1195(LC 1)
FORCES. (lb)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-1728/743, 3-4=-1505/701, 4-5=-1947/774
BOT CHORD
2-10=-929/1508, 8-10=-638/1049, 7-8=-1010/2117
WEBS
3-10=-347/309, 4-10=-181/544, 4-8=-252/965, 5-8=-708/362, 5-7=-2232/1060
Structural wood sheathing directly applied or 2-2-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 5-9-13 oc bracing.
1 Row at midpt 5-7
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2) 10-8-0
to 14-8-0, Interior(1) 14-8-0 to 22-10-4 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
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 394 lb uplift at joint 7 and 540 lb uplift at
joint 2.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
`,�I1111111/////I
♦• Q� . � G•E•N 3 . "97i ��
No 58126
•
g10 N A -
/nlll
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723633
2596982
C3
Common
3
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
M
2x4
6
2-0-0 15-4-0
3x4
5-4-0
8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:06 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-XT7bxrpJCEdUVSJ H WXMk3KNcFBe7202xPxM81 Dzoa01
4x4 =
5-4-0
5-4-0
Scale = 1:40.7
3x4 =
IY
O
7-5-6
13-10-10
21-4-0
7-5-6
6-5-3
7-5-6
Plate Offsets (X,Y)-- [2:0-2-10,0-1-81, [6:0-2-0,Edge1
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 0.69
Vert(LL) -0.07
2-9
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.58
Vert(CT) -0.17
6-7
>999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.19
Horz(CT) 0.04
6
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.07
7-9
>999
240
Weight: 103 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-3-14 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 7-4-4 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2 *Except*
11-12: 2x4 SP No.3
REACTIONS. (size) 6=0-8-0, 2=0-8-0
Max Horz 2=250(LC 11)
Max Uplift 6=-335(LC 12), 2=-537(LC 12)
Max Gram 6=920(LC 1), 2=1112(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1551/754, 3-4=-1322/709, 4-5=-1358/765, 5-6=-1576/811
BOT CHORD 2-9=-579/1363, 7-9=-275/888, 6-7=-606/1344
WEBS 4-7=-239/538, 5-7=-401/336, 4-9=-192/482, 3-9=-371/320
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
t% J11111111''
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2) 10-8-0
to 14-8-0, Interior(1) 14-8-0 to 21-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions
Q A
Lumber DOL=1.60 DOL=1.60
• • •
shown; plate grip
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
�%��\. *-
G E'NStC.
Q �,� `• ��i ��
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
:��
No 58126
will fit between the bottom chord and any other members.
•�
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 lb uplift at joint 6 and 537 lb uplift at
* �•
joint 2.
N AL
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723634
2596982
C4
Common
5
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
2-0-0 15-4-0
M
O
5-4-0
8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:08 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-UsFM M WgZkrtCkmSgdyOC8lTyl?KCW IpEsFrFM5zoaOj
44 =
5-4-0
5-4-0 2-0-0
Scale = 1:41.2
M
O
7-5-6
13-10-10
21-4-0
7-5-6
6-5-3
7-5-6
Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-2-10,0-1-8]
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 0.69
Vert(LL) -0.07
6-8 >999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.54
Vert(CT) -0.15
6-8 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.17
Horz(CT) 0.04
6 n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.07
8-10 >999
240
Weight: 110 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-7-13 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 8-4-8 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2 *Except*
12-13,15-16: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Horz 2=-262(LC 10)
Max Uplift 2=-524(LC 12), 6=-524(LC 12)
Max Gram 2=1102(LC 1), 6=1102(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1531/695, 3-4=-1303/651, 4-5=-1303/650, 5-6=-1531/695
BOT CHORD 2-10=-429/1376, 8-10=-174/890, 6-8=-483/1277
WEBS 4-8=-206/485, 5-8=-371/318, 4-10=-206/485, 3-10=-370/318
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 10-8-0, Exterior(2) 10-8-0
to 14-8-0, Interior(1) 14-8-0 to 23-5-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions Q A
shown; Lumber DOL=1.60 plate grip DOL=1.60 �%��\. • G E•NStC.
' • *-
3) All plates are 2x4 MT20 unless otherwise indicated. :�� Q �,� `• ��i ��
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 No 58126
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524 lb uplift at joint 2 and 524 lb uplift at
joint 6.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723635
2596982
C5
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:10 2021 Page 1
ID:rcJP0140c?YPehxeU_io6xzNgS4-QFM6nCspGT7wz4c31NQgDAYHFozu_BoXKZKLR_zoa0h
2-0-0 4-6-10 9-0-0 12 4-0 16-9-6 21-4-0 23 4-0
2-0-0 4-6-10 4-5-6 3 4-0 4-5-6 4-6-10
4x6 —
46 =
3x4 —
Scale = 1:41.9
9-0-0
12-4-0
21-4-0
9-0-0
3-4-0
9-0-0
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 0.69
Vert(LL)
-0.15
7-9
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.71
Vert(CT)
-0.31
7-9
>796
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.20
Horz(CT)
0.04
7
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-SH
Wind(LL)
-0.13
2-11
>999
240
Weight: 110 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2 *Except*
13-14,16-17: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 7=0-8-0
Max Horz 2=-228(LC 10)
Max Uplift 2=-524(LC 12), 7=-524(LC 12)
Max Grav 2=1119(LC 17), 7=1120(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1528/844, 3-4=-1204/639, 4-5=-1014/634, 5-6=-1204/639, 6-7=-1530/844
BOT CHORD 2-11=-587/1441, 9-11=-269/1099, 7-9=-621/1277
WEBS 3-11=-386/391, 4-11=-57/305, 5-9=-57/305, 6-9=-389/391
Structural wood sheathing directly applied or 4-8-3 oc purlins.
Rigid ceiling directly applied or 7-2-13 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 9-0-0, Exterior(2) 9-0-0 to
17-11-14, Interior(1) 17-11-14 to 23-5-7 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) All plates are 2x4 MT20 unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 524 lb uplift at joint 2 and 524 lb uplift at
joint 7.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
No 58126
AI
i4*0�ss,4
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723636
2596982
C6
Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:14 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-IOcddavKKhd MShwq_DVcOOj_BPI kw? 16FBIZalzoa0d
2-0-0 3-6-0 7-0-0 10-8-0 14-4-0 17-10-0 21-4-0 23-4-0
2-0-0 3-6-0 3-6-0 3-8-0 3-8-0 3-6-0 3-6-0 2-0-0
Scale = 1:41.9
5x8 =
18 19
20 21
5x8 =
4X4 — 4X4 —
3-6-0 7-0-0 10-8-0
14-4-0
17-10-0 21-4-0
3-6-0 3-6-0 3-8-0
3-8-0
3-6-0 3-6-0
Plate Offsets (X,Y)-- [2:0-1-8,Edge], [3:0-6-0,0-2-8], [5:0-6-0,0-2-8], [6:0-1-8,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 0.63
Vert(LL) 0.20
8-9 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.85
Vert(CT) -0.20
2-11 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.25
Horz(CT) 0.09
6 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 110 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 *Except*
TOP CHORD
Structural wood sheathing directly applied or 3-1-8 oc purlins.
3-5: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-2-9 oc bracing.
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Horz 2=187(LC 7)
Max Uplift 2=-1388(LC 8), 6=-1391(LC 8)
Max Gram 2=1917(LC 29), 6=1919(LC 30)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3132/2302, 3-4=-3018/2456, 4-5=-3018/2456, 5-6=-3135/2309
BOT CHORD 2-11=-1901/2776, 9-11 =-1 915/2799, 8-9=-1881/2731, 6-8=-1866/2709
WEBS 3-11=-337/599, 3-9=-537/535, 4-9=-526/428, 5-9=-529/531, 5-8=-346/606
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
111111111//�
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide drainage to water
adequate prevent ponding.
'
4) All plates are 2x4 MT20 unless otherwise indicated.
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
• • '
♦` �\� • • G E•N
Q StC`•
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.
No 58126
•�
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1388 lb uplift at joint 2 and 1391 lb uplift
* �•
at joint 6.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 371 lb down and 354 lb up at
= .9
7-0-0, 194 lb down and 191 lb up at 9-0-12, 194 lb down and 191 lb up at 10-8-0, and 194 lb down and 191 lb up at 12-3-4, and
F
371 lb down and 354 lb up at 14-4-0 on top chord, and 412 lb down and 387 lb up at 7-0-0, 84 lb down and 117 lb up at 9-0-12, 84
O
lb down and 117 lb up at 10-8-0, and 84 lb down and 117 lb up at 12-3-4, and 412 lb down and 387 lb up at 14-3-4 on bottom
chord. The design/selection of such connection device(s) is the responsibility of others.
i ,�' t?. •�
��� 0 F( \ �` ♦♦♦
9) In the LOAD CASE(S)loads applied to the face of the truss are noted as front (F) or back (B).
`
LOAD CASE(S) StandardSE(ection,
/11111
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Philip J. O'Regan PE No.58126
Uniform Loads (plf)CertVert:
USA, Inc.
1-3=-70, 3-5=-70, 5-7=-70, 2-6=-20
6904k d. T mpa
Blvd.
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
Continued on page 2
lk—
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723636
2596982
C6
Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:15 2021 Page 2
I D:rcJP0140c?YPehxeU_io6xzNgS4-nCA?gwvy5?ID4rVOYwOrwEF9xpezfRHGTr266Bzoa0c
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=-174(B) 5=-174(B) 10=-54(B) 1 1=-291 (B) 9=-54(B) 4=-121(B) 8=-291 (B) 19=-121(B) 20=-121(B) 22=-54(B)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723637
2596982
CJ3
Diagonal Hip Girder
1
1
Job Reference (optional)
Builders FirstSource, Plant City, Florida 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 14:00:40 2021 Page 1
ID:rcJP0140c?YPehxeU io6xzNgS4-PGjhHigLyHcPNzrVQroAsgO2xhsk5pJOXgfMdozoW4b
-2-9-15 3-6-6
2-9-15 3-6-6
Scale = 1:13.7
N
r-'
v
N
5
3-6-6
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 0.37
Vert(LL) -0.00
2-4 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.15
Vert(CT) 0.02
2-4 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Wind(LL) 0.00
2-4 >999 240
Weight: 21 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31
TOP CHORD
Structural wood sheathing directly applied or 3-6-6 oc purlins.
BOT CHORD 2x4 SP M 31
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 3=-8/Mechanical, 2=378/0-8-0, 4=-26/Mechanical
Max Horz 2=149(LC 8)
Max Uplift 3=-19(LC 5), 2=-532(LC 8), 4=-73(LC 13)
Max Grav 3=52(LC 8), 2=378(LC 1), 4=5(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; 13=77ft; L=40ft; eave=5ft; Cat. 11;
Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable studs spaced at 2-0-0 oc.
4) 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
t%J111111/11�
6) (it Refer to girder(s)foeen the bottorntruss to truss connectionchord and any other s.
J. 0'AF�'�.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 3, 532 lb uplift at joint 2
% •r�\ : •' E•N • •
73 lb 4.
G •
Q : •\.� SF'
and uplift at joint
��`
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb up at 1-4-15, and 151 lb up
No 58126
•:
at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In LOAD CASE(S) loads to the face front back
* ;•
the section, applied of the truss are noted as (F) or (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
F ((�
••
Uniform Loads (plf)Al
Vert: 1-3=-70, 2-4=-20
�(/
T • . P .•
D•.
ii�,�s
Concentrated Loads (lb)
Vert: 8=166(F=83, 13=83)
. 0 R \
.,&/O N A11 E
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723638
2596982
CJ7
Diagonal Hip Girder
5
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:23 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-Ylfl VfOzCSm4146ZOc9j FwbRe2SjX?CRJ4_XOkzoaOU
2-9-15 4-11-6 9-10-13
2-9-15 4-11-6 4-11-6
Scale = 1:26.0
4x4
0-7-15
0-7-15
4-11-6
4-3-7
9-10-1 9-1 13
4-10-10 0- 112
Plate Offsets (X,Y)--
[2:0-2-0,0-2-1]
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 0.97
Vert(LL)
-0.06
2-6
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.54
Vert(CT)
-0.04
5-6
>999
240
BCLL 0.0 *
Rep Stress Incr
NO
WB 0.51
Horz(CT)
-0.01
4
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 58 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.2
REACTIONS. All bearings Mechanical except Qt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz 2=272(LC 8)
Max Uplift All uplift 100 lb or less atjoint(s) except 4=-114(LC 8), 2=-696(LC 8), 5=-242(LC 5)
Max Grav All reactions 250 lb or less at joint(s) 4 except 2=976(LC 28), 2=569(LC 1), 5=372(LC 28)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1031/534
BOT CHORD 2-6=-601/890, 5-6=-601/890
WEBS 3-6=-196/305, 3-5=-941/636
NOTES-
1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 4, 696 lb uplift at
joint 2 and 242 lb uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 49 lb up at
4-2-15, 142 lb down and 49 lb up at 4-2-15, and 168 lb down and 117 lb up at 7-0-14, and 168 lb down and 117 lb up at 7-0-14 on
top chord, and 209 lb down and 169 lb up at 1-4-15, 209 lb down and 169 lb up at 1-5-0, 12 lb down and 50 lb up at 4-2-15, 12 lb
down and 50 lb up at 4-2-15, and 36 lb down and 89 lb up at 7-0-14, and 36 lb down and 89 lb up at 7-0-14 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=-70, 2-5=-20
Concentrated Loads (lb)
Vert: 11=-33(F=-16, B=-16) 12=166(F=83, B=83) 14=-36(F=-18, B=-18)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
No 58126
OF
4f
S`S;4 �.
/11111
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723639
2596982
CJ26
Diagonal Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:16 2021 Page 1
ID:rcJP0140c?YPehxeU io6xzNgS4-FPkN1FwasJt4h?4C5eX4TRoOiD8rOxPPiVngeezoa0b
-2-9-15 3-5-11
2-9-15 3-5-11
Scale = 1:13.7
0-9-11
0-9-11
3-5-11
2-8-0
Plate Offsets (X,Y)--
[2:0-2-0,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 0.37
Vert(LL)
-0.04
2-4
>843
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.23
Vert(CT)
-0.04
2-4
>920
180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 21 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 TOP CHORD
BOT CHORD 2x4 SP M 31 BOT CHORD
OTHERS 2x4 SP No.2
REACTIONS. All bearings Mechanical except (jt=length) 2=0-8-0, 2=0-8-0.
(lb) - Max Horz 2=148(LC 8)
Max Uplift All uplift 100 lb or less atjoint(s) 3, 4 except 2=-532(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 3, 4 except 2=624(LC 28), 2=379(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 3-5-11 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable studs spaced at 2-0-0 oc.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)
2=532.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 209 lb down and 169 lb up at
1-4-15, and 209 lb down and 169 lb up at 1-4-15 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=-70, 2-4=-20
Concentrated Loads (lb)
Vert: 8=166(F=83, B=83)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
No 58126
i
� S i
i�4f��s;�
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723640
2596982
D1
GABLE
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:27 2021 Page 1
ID:rcJP0140c?YPehxeU io6xzNgS4-QWuXL03UGhGWWhPKFSEfPml8EfmNTkg1EiylXVzoaOQ
8-0-0 12-11-15 16-6-7
-2-0-0 1 2-6-14 4-0-0 7-4-5 7- 8 1 311-15 11-11-15 1 16-0-0 U4 0 20-0-0
2-0-0 2-6-14 1-5-2 3-4-5 0- -3 3-0-0 1-0-0 1-0-0 3-0-0 0�- 3-5-9
0-6-7 0-2-7 Scale = 1:42.1
4x4 =
2-6-14 5-5-5 7-4-5 11-11-15 16-4-0 1 -8 0 20-0-0
2-6-14 2-10-7 1-10-15 4-7-11 4-4-1 0, 310
Plate Offsets (X,Y)--[2:0-2-10,0-1-8],[3:0-5-4,0-2-0],[8:0-5-0,0-2-8],[9:0-5-0,0-3-0]
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
15.0
Lumber DOL
1.25
BCLL
0.0 *
Rep Stress Incr
NO
BCDL
10.0
Code FBC2017/TP12014
CSI.
DEFL.
in (loc)
I/defl
L/d
TC 0.87
Vert(LL)
-0.09 16-17
>999
360
BC 0.75
Vert(CT)
-0.20 16-17
>977
240
WB 0.79
Horz(CT)
-0.02 14
n/a
n/a
Matrix-SH
Wind(LL)
0.20 16-17
>958
240
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2
TOP CHORD
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.3
BOT CHORD
JOINTS
REACTIONS.
(size) 2=0-8-0, 14=0-8-0
Max Horz 2=230(LC 31)
Max Uplift 2=-783(LC 8), 14=-734(LC 8)
Max Grav 2=751(LC 36), 14=1002(LC 1)
FORCES. (lb)
- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-853/857, 3-4=-433/224, 4-7=-41/328, 7-10=-49/333, 3-5=-1415/1305,
5-8=-1739/1303, 8-9=-1808/1315
BOT CHORD
2-18=-787/835, 17-18=-782/833, 16-17=-1468/1590
WEBS
9-14=-755/581, 4-8=-480/344, 8-10=-459/331, 3-17=-739/992, 5-16=-252/606,
9-16=-1629/2068, 8-16=-740/406, 7-8=-505/177
PLATES GRIP
MT20 244/190
Weight: 163 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Except:
1 Row at midpt 8-9
Rigid ceiling directly applied or 4-8-12 oc bracing.
1 Brace at Jt(s): 9, 8, 5
TOP CHORD MUST BE BRACED BY END JACKS,
ROOF DIAPHRAGM, OR PROPERLY CONNECTED
PURLINS AS SPECIFIED.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60
plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) 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) 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 783 lb uplift at joint 2 and 734 lb uplift at
joint 14.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 285 lb down and 208 lb up at
2-9-9, and 130 lb down and 109 lb up at 15-1-1 on top chord, and 208 lb down and 116 lb up at 2-6-0, 11 lb down and 2 lb up at
3-1-1, 11 lb down and 2 lb up at 5-1-1, 11 lb down and 2 lb up at 7-1-1, 11 lb down and 2 lb up at 9-1-1, 11 lb down and 2 lb up at
11-1-1, and 11 lb down and 2 lb up at 13-1-1, and 11 lb down and 2 lb up at 15-1-1 on bottom chord. The design/selection of
such connection device(s) is the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Continued on page 2
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
No 58126
•,�S'`S�� N A\-
Philip J. O'Regan PE No.58126
li USA, Inc. FL Gert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723640
2596982
D1
GABLE
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:27 2021 Page 2
I D:rcJP0140c?YPehxeU_io6xzNgS4-QWuXL03UGhG W WhPKFSEfPml8EfmNTkq 1 EiylXVzoaOQ
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-7=-70, 7-12=-70, 2-13=-20
Concentrated Loads (lb)
Vert:3=89(F) 18=56(F) 17=-l(F) 34=41 (F) 35=-l(F) 36=-l(F) 37=-1 (F) 38=-l(F) 39=-l(F) 40=-1 (F)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Mt
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723641
2596982
D2
Common
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:28 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-uiSvZM461?ON8r_Wo9luyzl Mi36ZCHcATM h 13xzoaOP
2-0-0 6-0-0 11-11-15 15-0-0
2-0-0 6-0-0 6-0-0 3-0-1
6x8 —
3x6 i
8-0-10 15-0-0
8-0-10 6-11-6
Plate Offsets (X,Y)-- [2:0-2-9,0-1-8]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 10.0 Code FBC2017/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Horz 2=331(LC 12)
Max Uplift 2=-680(LC 12), 6=-546(LC 12)
Max Grav 2=840(LC 1), 6=639(LC 1)
Scale = 1:41.0
6x8 =
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TC 0.69
Vert(LL) 0.25
2-7 >686 240
MT20 244/190
BC 0.72
Vert(CT) -0.15
2-7 >999 240
WB 0.43
Horz(CT) -0.02
6 n/a n/a
Matrix-SH
Weight: 86 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 5-10-2 oc purlins,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 4-2-5 oc bracing.
WEBS
1 Row at midpt 4-7
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-964/1221, 3-4=-724/1189
BOT CHORD 2-7=-1283/775, 6-7=-384/247
WEBS 3-7=-436/412, 4-7=-1204/563, 4-6=-558/839
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 11-11-15, Exterior(2)
11-11-15 to 14-10-4 zone; cantilever left and right exposed ; porch 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 = I O.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 680 lb uplift at joint 2 and 546 lb uplift at
joint 6.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
No 58126
�:• OF
ORIV
Philip J. O'Regan PE No.58126
MITek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723642
2596982
D3
Common
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:39 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-4gc4s7CORNnpyXKdyzSTvl FEwUrSHE5o?as0yozoaOE
6-0-0 6-0-0 3-0-1
SX4 —
ST1.5x8 STP =
6x8 =
ST1.5x8 STP =
6x8 —
Scale = 1:42.1
8-0-10
15-0-0
8-0-10
6-11-6
Plate Offsets (X,Y)-- [1:0-2-10,0-1-8]
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 0.76
Vert(LL) 0.31
1-6 >558 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.79
Vert(CT) -0.18
1-6 >964 240
BCLL 0.0
Rep Stress Incr YES
WB 0.45
Horz(CT) -0.02
5 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Weight: 79 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-4-3 oc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 3-9-11 oc bracing.
WEBS
1 Row at midpt 3-6
REACTIONS. (size) 1=0-8-0, 5=0-8-0
Max Horz 1=247(LC 12)
Max Uplift 1=-485(LC 12), 5=-563(LC 12)
Max Grav 1=653(LC 1), 5=653(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 1-2=-990/1255, 2-3=-765/1222
BOT CHORD 1-6=-1314/826, 5-6=-389/255
WEBS 2-6=-463/429, 3-6=-1249/612, 3-5=-578/851
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 4-4-0, Interior(1) 4-4-0 to 11-11-15, Exterior(2)
11-11-15 to 14-10-4 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for
`,`1 1 1 1 11 1 11,
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.
%% I��
��Q O'RF��.,�
4) ' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0
a of on chord all areas where a rectangle wide
i
� \ C'•ENS'
c ••• 9�%i ���
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
Q •••
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint 1 and 563 lb uplift at
No 58126
joints.
S OF .� •
O:,
O \-
N A
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723643
2596982
J1
Jack -Open
14
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:06:55 2021 Page 1
ID:rcJP0140c?YPehxeU_io6xzNgS4-cva7DbO2gHoXt_YiuKkDYgvOvxV2la39g3kEXtzoaO_
2-0-0 1-0-0
Scale = 1:10.3
1-0-0
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0 *
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress liner YES
Code FBC2017/TPI2014
CSI.
TC 0.56
BC 0.03
WB 0.00
Matrix-P
DEFL. in (loc) I/defl L/d
Vert(LL) 0.01 4 >999 360
Vert(CT) 0.01 4 >988 240
Horz(CT) 0.00 3 n/a n/a
Wind(LL) -0.02 4 >590 240
PLATES GRIP
MT20 244/190
Weight: 11 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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
REACTIONS. (size) 3=Mechanical, 2=0-8-0
Max Horz 2=112(LC 12)
Max Uplift 3=-140(LC 1), 2=-399(LC 12)
Max Grav 3=21 O(LC 12), 2=378(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; porch left
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 3 and 399 lb uplift at
joint 2
• �. F'
No 58126
OF
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723644
2596982
J3
Jack -Open
10
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:07:40 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-nZo7g_xH46S9mvUMOH2nt9HfK4r74xCmOZ86bmzoaN H
2-0-0 3-0-0
Scale = 1:15.3
3-0-0
3-0-0
Plate Offsets (X,Y)-- [2:0-2-0,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 0.70
Vert(LL) 0.01 2-4 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.13
Vert(CT) -0.01 2-4 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 17 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing
directly applied or 3-0-0 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
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=165(LC 12)
Max Uplift 3=-27(LC 9), 2=-347(LC 12), 4=-37(LC 8)
Max Grav 3=32(LC 8), 2=370(LC 1), 4=52(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 2-11-4 zone; cantilever
left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer girder(s) for truss ti truss ions.
5 Provide mechanical b truss to bearinglate withstanding27 lb 3, 347 lb
a connection others of uplift at joint
others) capable of uplift at
p p p 1 p 1
2 and 37 lb uplift at joint 4.
�` ���, • • Ci E•N
No 58126
OF
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
GHO Homes - Grenadine JEM - Traditional
T22723645
2596982
J3G
Half Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:07:52 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-RtXgB45oFozSCIPfjoFbMhmrHwl?uMAXnR2104zoaN5
2-6-8 0-5-8
Scale = 1:10.9
3x4 = 2x4 11
ST1.5x8 STP = 1-6-0 3-0-0
1-6-0 1-6-0
Plate Offsets (X,Y)-- [1:0-3-4,0-1-2]
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 0.13
Vert(LL) 0.01 1-3 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.89
Vert(CT) -0.03 1-3 >999 240
BCLL 0.0 *
Rep Stress Incr NO
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 Structural wood sheathing
directly applied or 3-0-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing.
REACTIONS. (size) 1=0-8-0, 3=Mechanical
Max Horz 1=72(LC 8)
Max Uplift 1=-442(LC 8), 3=-308(LC 8)
Max Grav 1=1215(LC 1), 3=696(LC 28)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 442 lb uplift at joint 1 and 308 lb uplift at
joint 3
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 66 lb up at
E•O'AF��,♦♦
2-9-4 on top chord, and 1636 lb down and 634 lb up at 1-1-8, and 165 lb down and 101 lb up at 2-9-4 on bottom chord. The
design/selection device(s) is the
StC`•• ♦♦
of such connection responsibility of others.Q�••�,\
��i
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
No 58126
* �• •�
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-70, 1-3=-20
',• F
Concentrated Loads (lb)
; O
Vert: 2=28(B) 3=42(B) 4=-1636(F)
i♦♦,� O Q. ,� \�`,�
fill
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723646
2596982
J5
Jack -Open
10
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:08:05 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-YN pawXFyBoccGiv9_1 _eOQpxD915QEOSmyhxzpzoaMu
2-0-0 5-0-0
2-0-0 5-0-0
Io
2x
Scale = 1:20.2
5-0-0
5-0-0
Plate Offsets (X,Y)-- [2:0-2-0,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 0.69
Vert(LL) 0.09 2-4 >607 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.44
Vert(CT) -0.05 2-4 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 23 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing
directly applied or 5-0-0 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
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=218(LC 12)
Max Uplift 3=-81(LC 12), 2=-363(LC 12), 4=-66(LC 8)
Max Grav 3=142(LC 17), 2=425(LC 1), 4=92(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 4-11-4 zone; cantilever
left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer girder(s) for truss ti truss ions.
5 Provide mechanical b truss to bearinglate withstanding81 lb 3, 363 lb
a connection others of capable of uplift at uplift at joint
others) p p p 1 p 1
2 and 66 lb uplift at joint 4.
�` ���, • • \1\Ci E•N SF••. 2 ,i
No 58126
ST
�:•
N AL
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723647
2596982
J7
Jack -Open
16
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:08:13 2021 Page 1
I D:rcJ P0140c?YPehxeU_io6xzNgS4-JvlcbGLzlFdTE_WiSi8 Wi68HbN 1 d IsNdcCdMFMzoaMm
2-0-0 7-0-0
2-0-0 7-0-0
Scale = 1:24.9
7-0-0
LOADING (psf)
TCLL 20.0
TCDL 15.0
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 0.79
BC 0.40
WB 0.00
Matrix-SH
DEFL. in (loc) I/defl L/d
Vert(LL) 0.30 2-4 >262 240
Vert(CT) -0.14 2-4 >548 240
Horz(CT) -0.00 3 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 30 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins.
BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=272(LC 12)
Max Uplift 3=-159(LC 12), 2=-405(LC 12), 4=-97(LC 9)
Max Grav 3=213(LC 17), 2=501(LC 1), 4=124(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 6-11-4 zone; cantilever
left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) connection Provide (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 3, 405 lb uplift at
mechanical lblift
2 nt4
�Q �'AF��'�.
joint and jo
,,%
No 58126
OF
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723648
2596982
J7A
Jack -Open
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
01 1_
4x4
ST1.5x8 STP =
7-0-0
7-0-0
7-0-0
8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:08:14 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-o6s_ocMb3ZIKr75uOQflFKhPhnld 1 JdnrsNvnozoaMI
Scale = 1:23.3
Plate Offsets (X,Y)-- [1:0-1-4,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 0.96
Vert(LL) -0.08 1-3 >964 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.73
Vert(CT) -0.22 1-3 >363 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 2 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.16 1-3 >484 240
Weight: 22 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Horz 1=188(LC 12)
Max Uplift 1=-61(LC 12), 2=-164(LC 12)
Max Grav 1=304(LC 17), 2=241(LC 17), 3=130(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-0 to 4-4-0, Interior(1) 4-4-0 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 61 lb uplift at joint 1 and 164 lb uplift at
joint 2.
``,,1111111111,'
RFlj*�''.
�``Q�` • G•E•N S' 92ii
No 58126
OF
�:-
E�o`��
N A
10
111111
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723649
2596982
J7G
Monopitch Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:08:14 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-o6s_ocMb3ZIKr75uOQflFKhaLnPW 1 BYnrsNvnozoaMI
i
3-6-0 1-6-13 1-11-3
3x4 — 3x10 II oxo —
ST1.5x8 STP =
Scale = 1:23.5
3-6-0 5-0-13 7-0-0
3-6-0 1-6-13 1-11-3
Plate Offsets (X,Y)-- [1:0-3-4,0-1-2]
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) -0.01 1-5 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.29
Vert(CT) -0.03 1-5 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.52
Horz(CT) 0.01 4 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-SH
Wind(LL) 0.02 1-5 >999 240
Weight: 40 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing
directly applied or 5-4-8 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 4=Mechanical
Max Horz 1=181(LC 21)
Max Uplift 1=-202(LC 8), 4=-526(LC 8)
Max Grav 1=654(LC 1), 4=1249(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1047/298
BOT CHORD 1-5=-367/858, 4-5=-367/858
WEBS 2-5=-469/1357, 2-4=-1460/627
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 for truss to truss
J O,
Q A
girder(s) connections.
,,,� \ F,'�
Q,9 .
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint 1 and 526 lb uplift at
4.
`�� ���' . • G E•N S' .,
Q •��
joint
�� ; tC`.•
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1316 lb down and 519 lb up at
5-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
No 58126
•�
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
=.9
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
F
Uniform Loads (plf)
;;
Vert: 1-3=-70, 1-4=-20
p.•�\�`��
Concentrated Loads (lb)
O R `�
Vert: 5=-1316(B)
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723650
2596982
J26
Jack -Open
7
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:07:22 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-J5jKugj_JaBic86uzVjZ8MXb4giesol7umn9zpzoaNZ
2-0-0 2-6-0
Scale = 1:14.0
2-6-0
2-6-0
Plate Offsets (X,Y)-- [2:0-2-0,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 0.69
Vert(LL) 0.00
2-4 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.08
Vert(CT) -0.00
2-4 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 16 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-6-0 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
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=151(LC 12)
Max Uplift 3=-27(LC 1), 2=-356(LC 12), 4=-30(LC 8)
Max Grav 3=58(LC 12), 2=367(LC 1), 4=42(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -2-1-7 to 1-10-9, Interior(1) 1-10-9 to 2-5-4 zone; cantilever left
and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable studs spaced at 2-0-0 oc.
t 111111,
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for live load 20.Opsf the bottom in where rectangle 3-6-0 tall by 2-0-0 wide
`,`1111
`% I��
a of on chord all areas a
��%\�
will fit between the bottom chord and any other members.
6) Refer to for truss to truss connections.
i
; Q �\ G•E N S *
girder(s)
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3, 356 lb uplift at joint
•••
2 and 30 lb uplift at joint 4.
No 58126
S
i
< P *���.;
. p R \ D
'4
-'--1S,10NA\- %%%
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723651
2596982
V2
Valley
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
v
a
0
2x4 i
2-0-0
8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:08:16 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-kU_IDI NsbA?25RFG7rh DKIm_Zb82VD641AsOshzoaMj
Scale = 1:7.8
LOADING (psf)
TCLL 20.0
TCDL 15.0
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 0.04
BC 0.03
WB 0.00
Matrix-P
DEFL. in (loc) I/defl L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) -0.00 2 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=1-11-8, 2=1-11-8, 3=1-11-8
Max Horz 1=37(LC 12)
Max Uplift 1=-14(LC 12), 2=-39(LC 12)
Max Gram 1=63(LC 17), 2=55(LC 17), 3=27(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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 14 lb uplift at joint 1 and 39 lb uplift at
2.
joint
,♦♦♦\��Q
• �. F
No 58126
OF
�♦
N AL E��`
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
GHO Homes - Grenadine JEM - Traditional
T22723652
2596982
V4
Valley
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 4 08:08:17 2021 Page 1
I D:rcJP0140c?YPehxeU_io6xzNgS4-CgX7RdOU MU7vibgThYCStyJ4Z?RbEgM DXgbaO7zoaMi
4-0-0
4-0-0
2
2x4 i 2x4 II
Scale = 1:12.8
LOADING (psf)
TCLL 20.0
TCDL 15.0
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 0.28
BC 0.20
WB 0.00
Matrix-P
DEFL. in (loc) I/defl L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) 0.00 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 14 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.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=3-11-8, 3=3-11-8
Max Horz 1=87(LC 12)
Max Uplift 1=-32(LC 12), 3=-76(LC 12)
Max Grav 1=149(LC 17), 3=163(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=77ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 lb uplift at joint 1 and 76 lb uplift at
1 1 1 11 1 11,,
joint 3
,`,`1
'�� R•
�`` Q`� • G•E•N 3 92ii
No 58126
:,ZSA•
.
O
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
February 4,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
CO z' W r m D r yv r
cn OD v_' D D .°�. DY D
z,<� X m �" m
�� 6) � D 0 I I r a
n� nOop�Z 3 W m o o pW n O
C. 3 a D
D 0 p
(.: 3 o Kn 3 0 N U1 n 7� O N
a SpG�n�M 0 _�-, m ,, o sq Z ('D m o CD-0�t rn a> D_po (� Z
gym° o ° L 3 3 0a a CL CD O ° v fl CD c �' : En cQ °' o amp 3 NID D
p N �-'30 N (Q � o• ' a v 3' ,��, m r CD o s �. (D < m -' �, ° N A �,,� m o o Z
o �o Q3 CD c� o o 03 �.(D 0 h' N m Q< o C) �_
cn
CL 3 CL (n cn C C Q n ° 0 3 N m o va
�(° o o m 3sCD o o aCD < D 3 C N Q �0 °-0 2; o m 03 m m O
N n cn W Q 0, 0 o v s,C0 CD N on � N CD N n 3. N °'= m. 0- v' N O_ '�—
SU N (� 3 3 C o 0 N 3 (D 3 (D �. Q 0 3 Q o 3 PH
Nmo� v �o v3 QQm Z
rn n;
v 2 v ' -�,0 Z m Q-0 0 3 ° v 3 60 °' o
p c° v i m (n 3 N (D m' (D cn vi _ 3( 9
O Q„° C7o O O CD 0 O (D 3 F ° °
CD 3 O (On < �. (Q In O fl- (D cn CD CD N X. N Z
(D ? n o 0 (D 7 O 3 0-0 N 3 (D p 0 (n
O p N p 7 O 3 ui p� N (D 3-
?<n. 6 3 (D
3 Q
p � .. (Q 3 p (n 3 `G
3 cn N y (n
(D m c m m n Z 0 -4 a C- TOP CHORD
cx x�0
'c v �3 � ai �� n p 30 mOz 00 c-6
'7 � �. C N (O� M v my mZ---I CD 3 (n -4 Cl) C x v, m y
CD ID Q N =
m Q(>L cn m com -op 0 mZ xm J °� ° rn
o n v m A
co07 o Q � cn 0 -4 -4 c� 00
O . < W)TJ m Am Cm co Cr
CD (D a) (Q' 0) co
CD C U CD IV D !n cn Cl)r- J O W2-7 = N
7 C (D CD Q M IV r O a,
CD cn ;a
_ _
(D O (n O W CO C Z Z 3 _\\cmnCD N (Qv �Q �00 r 1 Om 7 ''^^' (n 0 o m �m o fN H V/
w�' O O �_ v v o\w
(n w WG mm °_= N
R x D 3 D N Z 0 -{ ° 7 rf
CD 0 CD
< ZJ (D -� A rn MW3-6//wmC\1 (a �,OT Os S - DZ0o p < z N m O m
N (D a) moO(D m O cn H
(n � - -
CD CLCD
° m TOP CHORD
Or� N O W -A W On A W N
O CO OD �I O (P A W N O
°� 'd am v o 03 w w-r ° c y d°- m
N N Z O ] a (AD p G N N a 0 o O a 0 a j C a v O N N N j S CD O o - N N N N N 2 C 41 Q
°- �N o < m _.m w a J m o �a m 3 0 3 a 3 m m °' m ° m d ° o 1 �< �� I m c° o_ C
3'. to a (D p O - 0 0 (D fn J' O N O- O Q to J N J (O 0 N O 3 S J OQ j •-• N 0^
m° 1J mpg J m <O 3 5 mN,° m� 5R o � < Jaa m CDmC 3m �a2� w� CC CD
O- (Q 0) C N 3 3 (° J il1 _ _. O _. ° Q a O O- a y (D O ' N N 3 O D) X f/� C N fD Dl rF
w J N (D (D O_ O O j 0 J O- (p N D) (D O O- Uj -. X (p S O m (D O- J O O S 41 O p
0 _ ' c �' t0/� a �. J (D O N 0 0 Q N ° N to O- _. a) (D a n (D J C 3 0 O CD O a m O (D fn j N O Y
so 03 ° m a� J 00 > J ° y- m 3 �+ a m F cD'< J � m m� cD 3 m o-o m m o m m Q n°-�(a Xv 0 T
(D ID (D r. N- O Q N (D N .ON.. N S N Od O 0 N N Q N .J.. N (D �- J o N N S O- 0 3 O- - 0
3 J - N p J O" N^ N J N N �� Q .0 a] J. o `G N N (O N D- ry 0 j (D N n. J C 41 y
(n O- C- O cc �- J J^ C N Q 3 (O .N-n n
�o �� �m mm� J. a nc =m mQ 3� vv m0 mo �2 v ° am> �°• 0- jo (D O
�+' m E � Qu,2 o ON ��� p�0 mm > >� c°w C
W -'c m CD o_ m mcn F m' a0, 0 3 Q 0- m m ON a .. ;-° Q mom .° o<
o � N J o m m Q m o_ m 7 ID /1�
om m� CD c `< 3 m wv w.m O ao ��� -6 _ aN Qom ? (D:2C _ID O \V
m� �Er AQ mm3 m (D vm �3 a•CD °:J R mN 30 Dvo F.- mo m�co O O A'
k° m <� om m 3 s a� fl- ��' �� oom 2°- mN 50- zN,., d - m mo-
a 5 m co m (D o °- J N m m 2 c m �_ a c a m ,� 3 °: m Q y ^
m° *° 3 3 c v ° m N m D N ° o <^ 3 Q
N O N N O N J O � O G7 Q < t0 w Z c '2 N J 0 3 O- /D N Q CD
N
co �' -No m j m y c m (D m o'° a_v d T m m�' r^
m -O O m a (l -° O (/1 (O - J (D J °: "" 4i ii � O J N a. ° ° O O C N Y /
N .J+ O tU ?� O 0 {D m O N N .D.1 O O D) .< N << O- J N a)
°- .°.. - N N (n O N J 3 J N O a) J (D •< v N O S °- J `G
j C lD O_ Q S a °: N j Q a o ° .J-. a S 6 C D7 m ' O_ (D
�-�°- m m0 ° �: C7Dx o N N3 vJ QM O o 2 me mQ N(°. cn N —h
J N 0 D1 N Q 2 N .°-. O- O a c (D N a (D J 5, (D (D
of °m ° �'-No m m m cis+ ro3 3 - mn PCD CD CD m(°
0_ 0 J° a m Q = m s 0 a Ja (° 3' W Irt
D Q N TCD 0j ci
O D 0 O CD s� Q c0 3 m (D
3
m `G O
r�
N