HomeMy WebLinkAboutT25449643.R01.2931957 MiTek
RE: 2931957 MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Customer: PSL PROPERTIES Project Name: 2931957
Lot/Block: . Model: .
Address: 6006 SPRUCE DRIVE Subdivision: .
City: FORT PIERCE State: FL
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: Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 51 individual, dated 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 No. Seal# Truss Name Date
1 T25449643 Al 9/24/2021 21 T25449663 C5 9/24/2021
2 T25449644 A2 9/24/2021 22 T25449664 C6 9/24/2021
3 T25449645 A3 9/24/2021 23 T25449665 C7 9/24/2021
4 T25449646 A4 9/24/2021 24 T25449666 CJ1 9/24/2021
5 T25449647 A5 9/24/2021 25 T25449667 CJ3 9/24/2021
6 T25449648 A6 9/24/2021 26 T25449668 CJ5 9/24/2021
7 T25449649 A7 9/24/2021 27 T25449669 D1 9/24/2021
8 T25449650 A8 9/24/2021 28 T25449670 D2 9/24/2021
9 T25449651 A9 9/24/2021 29 T25449671 D3 9/24/2021
10 T25449652 B1 9/24/2021 30 T25449672 D4 9/24/2021
11 T25449653 B2 9/24/2021 31 T25449673 D5 9/24/2021
12 T25449654 B3 9/24/2021 32 T25449674 EJ2 9/24/2021
13 T25449655 B4 9/24/2021 33 T25449675 EJ6 9/24/2021
14 T25449656 B5 9/24/2021 34 T25449676 EJ7 9/24/2021
15 T25449657 B6 9/24/2021 35 T25449677 EJ61 9/24/2021
16 T25449658 B7 9/24/2021 36 T25449678 EJ62 9/24/2021
17 T25449659 C1 9/24/2021 37 T25449679 EJ63 9/24/2021
18 T25449660 C2 9/24/2021 38 T25449680 EJ64 9/24/2021
19 T25449661 C3 9/24/2021 39 T25449681 EJ71 9/24/2021
20 T25449662 C4 9/24/2021 40 T25449682 EJ72 9/24/2021
The truss drawing(s)referenced above have been prepared by
MiTek USA,Inc under my direct supervision `` ttJ111111I111�
based on the parameters provided by Builders FirstSource(Fort Pierce). ���%O.0 1 N
Truss Design Engineer's Name: Velez,Joaquin `%% ••��C E•N S�••������
My license renewal date for the state of Florida is February 28,2023.
Florida COA:6634 No 6 2
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 '. S TAT O F
given to MiTek. Any project specific information included is for MiTek �0 •• ,�. ��
customers file reference purpose only,and was not taken into account in the preparation of ��T�'.,< O R Q P.'N
these designs. MiTek has not independently verified the applicability of the design ���SSi ••••• •� >
parameters
verify applicability of designns for any particular parametersllding. Before use,the and properly incorporate thding ese a designs '���;11 N Al 1
into the overall building design per ANSI/TPI 1,Chapter 2. Joaquin Velez PE No.68182
MiTek USA,Inc.FL Gert 6634
6904 Parke East Blvd.Tampa FL 33610 September 24, 2021
nata-
1 of 2 Velez,Joaquin
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MiTek
MiTek USA, Inc.
RE: 2931957 - 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Project Customer: PSL PROPERTIES Project Name: 2931957
Lot/Block: . Subdivision: .
Address: 6006 SPRUCE DRIVE
City, County: FORT PIERCE State: FL
No. Seal# Truss Name Date
41 T25449683 EJ73 9/24/2021
42 T25449684 G1 9/24/2021
43 T25449685 HJ2 9/24/2021
44 T25449686 HJ6 9/24/2021
45 T25449687 HJ7 9/24/2021
46 T25449688 K1 9/24/2021
47 T25449689 K2 9/24/2021
48 T25449690 V1 9/24/2021
49 T25449691 V2 9/24/2021
50 T25449692 V3 9/24/2021
51 T25449693 V4 9/24/2021
2 of 2
Job Truss Truss Type Qty Ply
T25449643
2931957 Al Roof Special 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:17 2021 Page 1
ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-rywxi32DTb7moSgHjya5sGHMJEfpGpnXG?wbgYyahia
-1-0- 4-6-12 8-7-10 15-4-10 20-7-0 27-3-14 34-0-11 41-2-0 -2-
0- 4-6-12 4-0-14 6-9-0 5-2-6 6-8-14 6-8-14 7-1-5 1-0-0
Scale=1:75.3
5x8=
6.00 12
6
2x4 11
3x6 5 3x4
7
4 4x6
3x4 i 8
oi
3 2x4
9
14
6x8=
2 15 13 12 10
1
11
5x8 5x6 WB Zz Iv
Zz
ST1.5x8 STP= 16 3.00 12 3x4
ST1.5x8 STP=
3x6= 5x6= 6x8
Zz
8-7-10 15-4-10 24-7-0 32-8-4 41-2-0
8-7-10 6-9-0 9-2-6 8-1-4 8-5-12
Plate Offsets(X,Y)-- [8:0-3-0,Edge],[10:0-4-13,Edgej,[15:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.42 12-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.90 14-15 >543 240
BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.47 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.53 12-14 >922 240 Weight:208 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied.
4-6:2x4 SP No.2,8-11:2x4 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 6-14
13-14,10-13:2x4 SP No.1 These truss designs are based upon the building code shown.This code has been specified
WEBS 2x4 SP No.3 by the project engineer/architect,or building designer.The applicability of this code
OTHERS 2x4 SP No.3 in any particular jurisdiction should be confirmed with the building official priorto
WEDGE truss fabrication.This determination is not the responsibility of the component/truss designer.
Right:2x4 SP No.3 This applies to all truss design drawings in this job.
REACTIONS. (size) 2=0-7-10,10=0-7-10
Max Horz 2=469(LC 7)
Max Uplift 2=-811(LC 8),10=-811(LC 8)
Max Grav 2=1571(LC 1),10=1571(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2742/1297,3-5=-2751/1325,5-6=-2721/1496,6-7=-3801/1747,7-9=-4745/2198,
9-10=-4961/2247
BOT CHORD 2-16=-988/2538,15-16=-1014/2618,14-15=-584/2153,12-14=-1437/3830,
10-12=-1903/4
WEBS 3-16=-469 29145115=-396/343,6-15=-489/812,6-14=-920/2379,7-14=-708/503, `�% PO.0 I N VF4
7-12=-353/838,9-12=-263/288 `�� ,�•.•G•E•N F��i�
NOTES-
1)Unbalanced roof live loads have been considered for this design. No 68182
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. O•.• S OF
5)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� ,�•.• Q •:A'�
capacity of bearing surface. ' Q R \ •'
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 811 lb uplift at joint 2 and 811 lb uplift at ss •'••••'•• \ �,
joint 10. �����0 N A;
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449644
2931957 A2 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:18 2021 Page 1
ID:q ll8wLVNi6YkTT7fiBJ8hFyw6EN-J8UJwP3rEvGdQcPU Hf5KPTgZEeOs?J3gUff9M?yahiZ
-1-0- 8-7-10 15-4-10 20-7-0 27-3-14 34-0-11 41-2-0
0- 8-7-10 6-9-0 5-2-6 6-8-14 6-8-14 7-1-5
5x6= Scale=1:76.0
6.00 12
6
2x4 11
3x6 i 5 3x4
7
4 3x6
ci 4x6 i 8
3 oi
2x4
9
12
5x6 11 a
1 2 13 11 10 opA
5x8 5x6 Zz Io
3x6= 14 ST1.5x8 STP=
5x6=
3.00 12 5x6
Zz
8-7-10 15-4-10 24-7-0 32-8-4 41-2-0
8-7-10 6-9-0 9-2-6 8-1-4 8-5-12
Plate Offsets(X,Y)-- [10:0-3-11,Edge1,[11:0-3-0,0-341,[13:0-4-0,0-3-01,[14:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.25 12-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.56 12-13 >688 240
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.21 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.29 10-11 >999 240 Weight:205 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
1-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 6-13
WEBS 2x4 SP No.3
WEDGE
Right:2x4 SP No.3
REACTIONS. All bearings 8-7-10 except Qt=length)10=0-7-10.
(lb)- Max Horz 2=464(LC 7)
Max Uplift All uplift 100 lb or less atjoint(s)except 10=-470(LC 8),2=-534(LC 18),
14=-1174(LC 8)
Max Grav All reactions 250 lb or less atjoint(s)2 except 10=1020(LC 14),
14=2537(LC 1),14=2537(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-725/1782,3-5=-392/208,5-6=-363/377,6-7=-1628/781,7-9=-2806/1328,
9-10=-3033/1388
BOT CHORD 2-14=-1583/746,13-14=-1702/816,12-13=-9/742,11-12=-593/1859,10-11=-1161/2684 ,,1 1 1 1 1 1 1 1,'
WEBS 7-12=-73-13=-650/52837 113-446/987?9 1 1 4-334 3321�022,6-13=-905/198,6-12=-515/1431, ♦♦,,OPav I N VF� ,,,
NOTES- �•�\G•E•N S�•��
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=601t;eave=7ft;Cat. No 68182
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify O S OF
capacity of bearing surface. �� ,�'.• Q •: ;
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 470 lb uplift at joint 10,534 lb uplift at �� �` '• Q R \O, \ ♦♦
joint 2 and 1174 lb uplift at joint 14.
O N A� --00�♦
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449645
2931957 A3 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:19 2021 Page 1
ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-nL2h7k4T?DOU21_grMdZxhNIH1 MoknCgjJPiuRyahiY
-1-0- 8-7-10 15-4-10 18- 18 22-6-8 27-3-14 34-0-11 41-2-0
0- 8-7-10 6-9-0 3-2-14 3-11-0 4-9-6 6-8-14 7-1-5
Scale=1:78.0
5x6=
5x6=
6.00 12 5 6
2x4 11
4 3x4
7
6x8 i 3x6
8
3 2x4ci
// q
9 M
12
13 a
5x6=
3x4% 11 10 M
,0 1 2 14
+ 5x8 5x8 z Io
ST1.5x8 STP= 15 ST1.5x8 STP=
3x6= ST1.5x8 STP=
5x6= 3.00 F12
5x6
8-3-13 8- 10 15 4-10 18-7-8 22-6-8 17-0 32-8-4 41-2-0
8-3-13 0--13 6-9-0 3-2-14 3-11-0 2-0-8 8-1 4 8-5-12
Plate Offsets(X,Y)-- [3:0-4-0,0-341,[5:0-3-0,0-2-01,[6:0-3-0,0-2-01,[10:0-3-11,Edge1,[11:04-0,0-3-01,[14:0-4-0,0-3-01,[15:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.22 11 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.49 11-12 >788 240
BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.21 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.29 10-11 >999 240 Weight:221 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.
1-3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-14
WEBS 2x4 SP No.3*Except*
3-15:2x6 SP No.2
WEDGE
Right:2x4 SIP No.3
REACTIONS. (size) 2=0-7-10,15=0-7-10,10=0-7-10
Max Horz 2=422(LC 7)
Max Uplift 2=-604(LC 18),15=-1182(LC 8),10=469(LC 8)
Max Grav 2=127(LC 8),15=2574(LC 1),10=1019(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-744/1841,3-4=-386/206,4-5=-337/351,5-6=-907/553,6-7=-1597/770,
7-9=-2812/1329,9-10=-3043/1393
BOT CHORD 2-15=-1610/760,14-15=-1701/810,13-14=-52/627,12-13=-56/954,11-12=-574/1819,
10-11=-1 167/2695
WEBS 6-13=-722/287,7-11 4466/01/028,9-11=-350/344,5-14=-877 2/0636 21 485/12451 ♦♦♦�OPQU�N VF� I�,
NOTES- �♦ ,�•�\G•E N S�•�? ,�i
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. No 68182
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S T 0 F
will fit between the bottom chord and any other members. -33
6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,�' �� O Q \�44/;
capacity of bearing surface. �` Q R
7)Provide joint 15 and panic469 lb l conpliftnection
nt(by others)of truss to bearing plate capable of withstanding 604 lb uplift at joint 2,1182 lb uplift at '�i-.4ss/O N A;�```�♦♦
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449646
2931957 A4 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:20 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-FXc4L455mW W LfvZsO48oUuvwkRi ITADzyz8GRtyahiX
-1-0- 4-6-12 8-7-10 16-7-8 24-6-8 24 -0 29-11-8 35-4-8 41-2-0
0- 4-6-12 4-0-14 7-11-14 7-11-0 0--8 5 4-8 5-5-0 5-9-8
Scale=1:78.0
5x8=
6.00 12 5x6=
4 5
3x4
6x8 6
3
71 5x6
m
7 Cb
10
5x12 =
2 11 9 8 M
1 5x6 w
qI 5x6 z Iy
o 3.00 F12 o
ST1.5x8 STP= 12 ST1.5x8 STP=
3x6= ST1.5x8 STP=
5x6= 5x6
8-3-13 8- 16-7-8 24-7-0 32-8-4 41-2-0
8-3-13 0--13 10 7-11-14 7-11-8 8-1-4 8V-1
Plate Offsets(X,Y)-- [3:0-4-0,Edge],[4:0-6-0,0-2-81,[5:0-3-0,0-2-01,[7:0-3-0,0-3-01,[8:0-3-11,Edge1,[9:0-3-0,0-3-41,[11:0-3-0,0-3-01,[12:0-4-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.21 9-10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.47 9-10 >815 240
BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.21 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.27 9-10 >999 240 Weight:203 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.
4-5,1-3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3*Except*
3-12:2x6 SP No.2
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 2=0-7-10,12=0-7-10,8=0-7-10
Max Horz 2=378(LC 7)
Max Uplift 2=-582(LC 18),12=-1143(LC 8),8=-478(LC 8)
Max Grav 2=96(LC 8),12=2509(LC 1),8=1031(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-667/1719,3-4=-601/321,4-5=-1457/746,5-6=-1698/766,6-7=-2776/1257,
7-8=-3083/1455
BOT CHORD 2-12=-1493/688,11-12=-1582/737,10-11=-96/542,9-10=-827/2197,8-9=-1232/2742
WEBS 3-12=-1970/1024,3-11=-643/1911,4-11=-803/420,6-10=-842/522,6-9=-151/552,
7-9=-300/322,5-10=-47/439,4-10=-442/1247 PQU I N
NOTES- �j
1)Unbalanced roof live loads have been considered for this design. `� ,•'��C'•E•N SAC'•� ���
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 No 68182
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. 411
6)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify O�•, S OF441
capacity of bearing surface. ,�'.•�` Q
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 582 lb uplift at joint 2,1143 lb uplift at �� '•4 O R \O, \ ��
joint 12 and 478 lb uplift at joint 8.
ale; Si�NA�is C%
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449647
2931957 A5 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:21 2021 Page 1
ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-jjASYQ5jWgeBH383ynf106S2Hr33Ccb6AdupzJyahi W
-1-0- 5-2-14 8-7-10 14-7-8 22-9-0 26-6-8 33-8-0 41-2-0
-0- 5-2-14 3-4-12 5-11-14 8-1-8 3-9-8 7-1-8 7-6-0
Scale=1:77.5
=
6.00 1 5x8 2 3x4= 5x6=
5 6 157
5x6 i
5x6
4 8
2x4
3
12 11
5x6= 5x12= `o
9 A
qI 1 2 13 10
2x4 Iy
0 3x8 o
ST1.5x8 STP= 14
3x6—_ ST1.5x8 STP= 3.00 12 ST1.5x8 STP=
5x12= 5x6
8-3-13 8- 10 14-7-8 22-9-0 26-5-0 33-8-0 41-2-0
8-3-13 0--13 5-11-14 8-1-8 3-8-0 7-3-0 7-6-0
Plate Offsets(X,Y)-- [4:0-2-12,0-3-01,[5:0-6-0,0-2-81,[7:0-3-0,0-2-01,[8:0-3-0,0-3-41,[9:0-3-11,Edge1,[14:0-10-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.22 10-11 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.46 10-11 >834 240
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.21 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.28 9-10 >999 240 Weight:210 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 3-7-5 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 8-11
4-14:2x6 SP No.2
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 2=0-7-10,14=0-7-10,9=0-7-10
Max Horz 2=335(LC 7)
Max Uplift 2=-717(LC 18),14=-1212(LC 8),9=-463(LC 8)
Max Grav 2=151(LC 8),14=2668(LC 1),9=997(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-675/1749,3-4=-757/1970,5-6=-1388/735,6-7=-1584/809,7-8=-1848/820,
8-9=-2987/1349
BOT CHORD 2-14=-1552/664,13-14=-1820/903,12-13=-285/250,11-12=-349/1410,10-11=-1122/2622,
9-1 0=-1 123/2639
WEBS 4-14=-1900/914,4-13=-709/1910,5-13=-1061/532,5-12=-629/1588,6-12=-592/385,
6-11=-88/362,7-11=-1 85/575,8-11=-1 149/678,8-10=0/332,3-14=-359/236 %% PQvIN
NOTES-
1)Unbalanced roof live loads have been considered for this design. `� ,•'��G•E•N SAC'•� ���
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 No 68182
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify O�•, S OF
capacity of bearing surface. '.•�` Q
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 717 lb uplift at joint 2,1212 Ib uplift at �� '•4 O R
joint 14 and 463 lb uplift at joint 9.
�''ss�0 N A�E0C��.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449648
2931957 A6 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:23 2021 Page 1
ID:q ll8wLV Ni6YkTT7fiBJ8hFyw6EN-f61Cz67z2RuvW N IR4ChV6XXRUfkhgaaPexNwl CyahiU
-1-0- 8-7-10 12-7-8 20-9-0 28-6-8 34-8-0 41-2-0
-0- 8-7-10 3-11-14 8-1-8 7-9-8 6-1-8 6-6-0
Scale=1:76.1
5x8=
3x4= 5x6=
4 14 5 15 6
6.00 12 5x8
3 4x4
7
m
11 10
5x6= 5x12= 8
00 1 2 9 co A
0 12 2x4 Io
ST1.5x8 STP= 13 4x4
ST1.5x8 STP=
3x6= ST1.5x8 STP= 3.00 F12
5x6= 5x6
8-3-13 8- 10 12-7-8 IT 0 28-5-0 34-8-0 41-2-0
8-3-13 0- -13 3-11-14 8-1-8 7-8-0 6-3-0 6-6-0
Plate Offsets(X,Y)-- [2:0-0-0,0-0-5],[4:0-6-0,0-2-8],[6:0-3-0,0-2-0],[8:0-3-11,Edge],[13:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.22 9-10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.48 10-11 >802 240
BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.20 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.28 9-10 >999 240 Weight:201 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins.
1-4:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-11
WEBS 2x4 SP No.3*Except*
3-13:2x6 SP No.2
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 8=0-7-10,2=0-7-10,13=0-7-10
Max Horz 2=292(LC 7)
Max Uplift 8=-456(LC 8),2=-817(LC 18),13=-1247(LC 8)
Max Grav 8=971(LC 14),2=179(LC 8),13=2762(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-855/2158,3-4=-111/609,4-5=-1238/695,5-6=-1785/906,6-7=-2052/935,
7-8=-2926/1349
BOT CHORD 2-13=-1811/859,12-13=-1992/952,11-12=-682/438,10-11=-370/1269,9-1 0=-1 129/2579,
8-9=-1132/2583 11111111/��
WEBS 3-13=-2142662 4 6 0 12144 559,7 10=1888/34,7 89=0/266 827/1937,5-11=-726/498,
5-10=-208/ ♦♦`,OPavI N VF, ,
NOTES- �♦ ,�•�\G•E N S�•�� ,�i
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. No 68182
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S T E 0 F
will fit between the bottom chord and any other members.
6)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �0 ' �� O Q \��;
capacity of bearing surface. Q R \
7)joint 2 and b mechanical conpliftnection
nt(by �
Provide others)of truss to bearing plate capable of withstanding 456 lb uplift at joint 8,817 lb uplift at 'i��ss�O N A;�```�♦♦
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449649
2931957 A7 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:24 2021 Page 1
ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-81saAS8cp10m8XtedwCkek4dw271 PzBZtb6TaeyahiT
-1-0- 5-2-14 8-7-10 10-7$ 14-6-7 18-9-0 25-10-8 28-2-8 35 -4 41-2-0
-0- 5-2-14 3-4-12 1-11-14 3-10-15 4-2-9 7-1-8 2-4-0 7-4-12 5-6-12
Scale=1:77.5
5x6=
5x6= 5x6=
3x4= 9
6.00 12 5x8
5 3x6= 7
4
2x4 O 3x4
3 10
v
15 14 11 m
2 13 vi
m 1 6x8= 5x8= 12 o w
5x6= Iq
0 16 2x4 11 0
ST1.5x8 STP= 17 4x12
ST1.5x8 STP=
4x6 i ST1.5x8 STP=
3.00 12 5x6
7x10=
10-7-8
8-3-13 8-740 1&9-0 25-10-8 30-5-0 35-7-4 41-2-0
8-3-13 0--3 8-1-8 7-1-8 4-6-8 5-2-4 5-6-12
1-11-14
Plate Offsets(X,Y)-- [2:0-3-0,0-1-14],[5:0-3-0,0-2-0],[11:0-3-11,Edge],[15:0-4-0,0-2-12],[17:0-7-4,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.21 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.39 14-15 >989 240
BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.19 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.27 13-14 >999 240 Weight:230 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.
9-11:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-8-2 oc bracing.
BOT CHORD 2x4 SP No.2*Except*
2-17,15-17:2x6 SP No.2
WEBS 2x4 SP No.3*Except*
4-17:2x6 SP No.2
REACTIONS. (size) 11=0-7-10,2=0-7-10,17=0-7-10
Max Horz 2=299(LC 7)
Max Uplift 11=-433(LC 8),2=-769(LC 1),17=-1359(LC 8)
Max Grav 11=925(LC 14),2=268(LC 8),17=2945(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-928/2247,3-4=-1035/2475,4-5=-574/1518,5-6=-495/1361,6-7=-742/402,
7-8=-1803/893,8-9=-2097/1062,9-10=-2074/924,10-11=-2830/1332
BOT CHORD 2-17=-1929/891,16-17=-2348/1198,15-16=-678/414,14-15=-135/777,13-14=-400/1366,
12-13=-1135/2514,11-12=-1132/2512
WEBS 4-17=-2043/923,4-16=-710/1755,5-16=-818/381,7-15=-813/499,7-14=-505/1166, \\11111111j1
6-15=-604f1489,3-17=-372/277 9 13=-313/856,10-13=-818/543,6-16=-1308/636, ♦♦,`OPav I N VF< o,
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. No 68182
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. O'.� S j\—
Joaquin
6)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �capacity of bearing surface. '•, Q R 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 433 Ib uplift at joint 11,769 Ib uplift at � s ••'joint 2 and 1359 Ib uplift at joint 17. 11 �0 N A�Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI7TPI1 Quality Criteria,DSB-89 and SCSI 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
T25449650
2931957 A8 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:25 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-cVPzOo8Ea38dmgSgBdkzBycmFSPp8Rzi5FsO65yahiS
1-0- 4-6-11 8-1-0 8 7 12-8-4 16-9-0 23-10-8 28-2-8 32-5-0 35-10-4 41-2-0 2-2-
-0- 4-6-11 3-6-5 0-6- 4-0-12 4-0-12 7-1-8 4-4-0 4-2-8 3-5-4 5-3-12 -0-
Scale=1:77.8
5x6=
7
6x8 i 2x4 6x8— 2x4 11
6.00 12 3 4x4= 5 8
2x4=
9
q
ao
a
2 14 13 12 10 0
1 6x8= 3x4= 5x12= 11 Iv N
0
ST1.5x8 STP= 15
ST1.5x8 STP=
4x6 i ST1.5x8 STP=
7x10= 3.00 F12 5x6
zz
8-7-10
8-7-8
8-1-0 8-3,13 16-9-0 23-10-8 32-5-0 41-2-0
8-1-0 0--1 8-1-6 7-1-8 8-6-8 8-9-0
0-3-11
0-0-2
Plate Offsets(X,Y)-- [2:0-3-8,0-1-101,[3:0-5-12,0-3-41,[6:0-4-0,0-2-81,[10:0-4-11,Edge1,[14:0-5-4,0-2-81,[15:0-5-0,0-1-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.23 12-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.52 12-13 >743 240
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.18 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.30 12-13 >999 240 Weight:228 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins.
1-3:2x4 SP No.1,3-6:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing.
BOT CHORD 2x6 SP No.2*Except* WEBS 1 Row at midpt 6-14
12-14,10-12:2x4 SP No.2
WEBS 2x4 SP No.3*Except*
3-15:2x6 SP No.2
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 2=0-7-10,10=0-7-10,15=0-7-10
Max Horz 2=305(LC 7)
Max Uplift 2=-915(LC 1),10=-529(LC 8),15=-1414(LC 8)
Max Grav 2=321(LC 8),10=973(LC 14),15=3104(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1211/2841,3-4=-914/2356,6-7=-2117/1079,7-8=-2246/1130,8-9=-2250/1010,
9-10=-2513/1210
BOT CHORD 2-15=-2442/1225,14-15=-1480/771,13-14=-659/1881,12-13=-288/1140,
WEBS 6-13�621 4/5747 1 35-50 3/1 06947 1 24-576f1324,B 1 21682, 4-2 5 9 2/3 5 591 24-2 84 226/8 3 2, �%OPQU
J •'G•E•N 3' . c' �.
NOTES- •�\
1)Unbalanced roof live loads have been considered for this design. No 68182
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. yt •,yf
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O•'•, OF
will fit between the bottom chord and any other members. " ,� ^` P
6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��� ••, O R \
capacity of bearing surface. �ii SS ••••• •• ��`��
7) d mechanical
uplift o nt 5
Provide connection of truss to bearing plate capable of withstanding 915 lb uplift at joint 2,529 lb uplift at
joint 10 an
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449651
2931957 A9 Roof Special Girder 1
2 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:27 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-YtXjpUAU6gOL?_bCJ2mRGNi8mGDUcKL?ZZL7AzyahiQ
-1-0- 6-0-0 8-7-10 14-9-0 21-9-0 28-2-8 34-5-0 41-2-0 2-2-
-0- 6-6-0 2-1-10 6-1-6 7-0-0 6-5-8 6-2-8 6-9-0 1-0-0
Scale=1:79.3
5x6=
NAILED 7
NAILED NAILED
6.00 12 6x8� 7x10= NAILED 2x4 II 6x8 3x4
3 4 NAILED 5 8
U U
18 1 22 23
co 9 o M
1 2 27 15 28 `O 14 13 12 11 10 Iq I`r
0 26
ST1.5x8 TP= 1724 1625 NAILED Sx8
7x10= 2x4 = 5x8= 6x8= o
NAILED Special ST1.5x8 STP=
4x6 ST1.5x8 STP=
2x4 11 7x10= 3.00 12 4x6
NAILED "Special"indicates special hanger(s)or other
Special connection device(s)required at locations)
NAILED shown.The design/selection of such special
FASTEN TRUSS TO BEARING FOR connection device(s)is the responsibility of
others.This applies to all applicable truss
THE GRAVITY UPLIFT REACTION SHOWN
WHILE PERMITTING NO UPWARD designs in this job.
MOVEMENT OF THE BEARING.
8-7-10
61
2
8-3-13 14-9-0 21-9-0 28-2-8 L__ 41-2-0
6-6-0 1-9-13 6-1-6 7-0-0 6-5-8 6-9-0
03-13
Plate Offsets(X,Y)-- [2:0-3-0,0-1-141,[3:0-54,0-3-01,[6:0-6-0,0-2-81,[11:04-0,0-3-81,[15:0-54,0-3-81,[16:0-7-4,04-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.17 14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.32 14 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.23 14 >999 240 Weight:491 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
3-6:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3*Except*
4-16:2x6 SP No.2
REACTIONS. (size) 2=0-7-10,16=0-7-10,9=0-7-10
Max Horz 2=303(LC 7)
Max Uplift 2=-1477(LC 1),16=-2999(LC 8),9=-565(LC 8)
Max Grav 2=660(LC 8),16=5637(LC 1),9=1028(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1861/3848,3-4=-2345/4904,4-5=-612/900,5-6=-602/884,6-7=-1518/743,
7-8=-1519/755,8-9=-2976/1331
BOT CHORD 2-17=-3356/1777,16-17=-3376/1782,15-16=-5226/2736,14-15=-1203/2805,
12-14=-1207/2794,11-12=-1017/2496,9-11=-1075/2646
WEBS 3-17=-121/483,3-16=-2755/1395,4-16=-1986/1258,4-15=-2536/4955,5-15=-506/422,
6-15=-3099/1398,6-14=0/286,6-12=-1567/881,7-12=-383/951,8-12=-1372/695,
8-11=-200/746 �PC IU IN VFW 1.#,f
NOTES-
1)2-ply truss to be connected together with 1Od(0.131"x3")nails as follows: `� ,••��G•E•N S�••� ���
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. No 68182
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=601t;eave=7ft;Cat. O�•, S O F
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �� ,�•.• Q ;
5)Provide adequate drainage to prevent water ponding. ie •. R \
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��j ss •'••••'•• \�>`,
7) his truss has been between the bottoms herd r a live load of 20.Opsf other members.n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �.,,�O N A
will
8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joaquin Velez PE N0.68182
capacity of bearing surface. MiTek USA,Inc.FL Cert 6634
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1477 lb uplift at joint 2,2999 lb uplift at 6904 Parke East Blvd.Tampa FL 33610
joint 16 and 565 lb uplift at joint 9. Date:
10)This truss has large uplift reaction(s)from gravity load case(s)at joint 2.Proper connection is required to secure truss against upward September 24,2021
movement at the bearings.Building designer must provide for uplift reactions indicated at joint 2.
on$nue on page
I,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 ANSI7TPI1 Quality Criteria,DSB-89 and SCSI 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
T25449651
2931957 A9 Roof Special Girder 1
2 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:27 2021 Page 2
I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-YtXjpUAU6gOL?_bCJ2mRGNi8mGDUcKL?ZZL7AzyahiQ
NOTES-
12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)253 lb down and 146 lb up at 6-6-0,and 1167 lb down and 646 lb up
at 15-2-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-6=-54,6-7=-54,7-10=-54,2-16=-20,15-16=-20,11-15=-20,9-11=-20
Concentrated Loads(lb)
Vert:3=-53(B)17=-240(B)18=-104(B)19=-1 17(B)20=-1 32(B)22=-1 52(B)24=-41(B)25=-27(B)26=-13(B)28=-1 167(B)
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449652
2931957 B1 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:28 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-0455OpB6t_WCd8APslHgoaEG?gTALsJ8nD4hjQyahiP
1-0- 8-7-10 13-4-4 18-0-14 1 -7 0 22-7-0 29-10-6
-0-0 8-7-10 4-8-10 4-8-10 0-6- 4-0-0 7-3-6
4x6= Scale=1:62.3
5x8
6.00 12 6 7
3x4 i
5 4x6
3x6 5- 8
Oi
2x4 11 4 0
3 �
m
0
co
13 a
7x10= A
1 2 a II
o •
ST1.5x8 STP— 14 2x4 11 12 11 10 17 9
3x4 i 5x8 2x4 11 3.00 12 2x4 3x8_ 3x6
8-7-10 18-0-14 22-7-0 29-10-6
8-7-10 9-5-4 4-6-2 7-3-6
Plate Offsets(X,Y)-- [2:0-1-12,0-1-81,[7:0-6-0,0-2-81,[13:0-4-12,0-3-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.34 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.70 13-14 >508 240
BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.08 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.22 2-14 >999 240 Weight:197 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. Except:
13-14:2x4 SP No.1,6-11:2x4 SP No.3 10-0-0 oc bracing:11-13
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-10,8-9
REACTIONS. (size) 2=0-7-10,9=0-3-8
Max Horz 2=346(LC 8)
Max Uplift 2=-584(LC 8),9=-542(LC 8)
Max Grav 2=1205(LC 13),9=1094(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1883/796,3-5=-1909/984,5-6=-1312/712,6-7=-1140/695,7-8=-825/447,
8-9=-1028/571
BOT CHORD 2-14=-886/1783,13-14=-814/1640,6-13=-134/363
WEBS 3-14=-453/395,5-14=-162/345,5-13=-477/353,7-10=-817/470,8-10=-352/839,
10-13=-307/825,7-13=-444/1082
NOTES-
1)Unbalanced roof live loads have been
2)Wind I considered
ASCE 7-10;Vu t=1160mph(3 second g s d t)Vas =124mph;TCDL=4.2psf;BCDL=5.0psf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
I
11;Exp C;Encl.,GCpi=0.18;MWFIRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ���`,�P•G•E•N ' ���j�
3)Provide adequate drainage to prevent water ponding. ` ••'�� S�'•• ��
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 68182
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 584 lb uplift at joint 2 and 542 lb uplift at
joint 9.
� 3 ST OF
44/
ONA..
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449653
2931957 B2 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:29 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-UGfrE9BkeHe3El IbQTovLonTZ3os4101Otq EFsyahiO
1-0- 4-6-12 8-7-10 12-9-13 17-0-0 1 -0-1 24-2-0 29-10-6
-0- 4-6-12 4-0-14 4-2-3 4-2-3 0-1 6-1-2 5-8-6
Scale:3/16"=l'
5x8=
2x4 5x8=
6.00 12 4 5 6
3x6
7
5x8 i
3 T
0
of
0
co
1
12 N
V
ro 2 7x1O = w
oI 1 4 6x8
ST1.5x8 STP= 13 2x4 11 10 9 8
3x4 i 5x6= 3.00 F12 2x4 11 3x8= 3x6 11
2x4 11
8-7-10 17-0-0 1,6-0-1f} 24-2-0 29-10-6
8-7-10 8-4-6 -0-1 6-1-2 5-8-6
Plate Offsets(X,Y)-- [2:0-1-12,0-1-81,[3:0-4-0,0-3-01,[4:0-6-0,0-2-81,[6:0-6-0,0-2-81,[11:0-3-0,0-3-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.17 2-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.38 2-13 >932 240
BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.08 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.19 2-13 >999 240 Weight:205 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing.
5-10:2x4 SP No.3 WEBS 1 Row at midpt 3-12,6-9
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,8=0-3-8
Max Horz 2=346(LC 8)
Max Uplift 2=-587(LC 8),8=-546(LC 8)
Max Grav 2=1198(LC 13),8=1086(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1887/828,3-4=-1503/752,4-5=-1246/764,5-6=-1249/767,6-7=-733/401,
7-8=-1037/567
BOT CHORD 2-13=-921/1770,12-13=-954/1842,11-12=-639/1329,5-11=-277/175
WEBS 3-13=-255/291,3-12=-470/317,4-12=-61/606,9-11=-292/606,6-11=-503/1032,
6-9=-694/454,7-9=-382/836
NOTES-
1)Unbalanced roof live
2)Wind:ASCE 7-10;Vu tad considereds have been
160mph(3 second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
I
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ���`,�P•G•E•N ' ���j�
3)Provide adequate drainage to prevent water ponding. ` ••'�� S�••• ��
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 68182
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 546 lb uplift at
joint 8.
��•• S OF • � �
ii��s••.0 R �•• •G`,�
,5,-0 N A101,
E 00
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449654
2931957 B3 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:30 2021 Page 1
ID:q ll8wLV Ni6YkTT7fiBJ8hFyw6EN-ySDsRVCMPbmwsSKn_AJ8u?Ke3T7kpikRFXznn IyahiN
r1-0-0, 4-6-12 8-7-10 15-0-0 18-0-14 26-2-0 29-10-6
9-0-0 4-6-12 4-0-14 6 4-6 3-0-14 8-1-2 3-8-6
5x8= Scale=1:56.5
2x4 5x8=
6.00 12 4 5
6
3x4
7
5x6 i
3
T
0
N �
0
11
9
12 7x10—
1 2 4 3x4 a
0
ST1.5x8 STP= 13 2x4 11 10 9 8
3x4 i 5x6= 3.00 F12 3x4 11 3x8— 3x6 11
2x4
8-7-10 15-0-0 18-0-14 26-2-0 29-10-6
8-7-10 6-4-6 3-0-14 8-1-2 3-8-6
Plate Offsets(X,Y)-- [2:0-1-12,0-1-81,[3:0-3-0,0-3-41,[4:0-6-0,0-2-81,[6:0-6-0,0-2-81,[11:0-3-4,0-3-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.18 2-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.40 2-13 >884 240
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.09 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.21 2-13 >999 240 Weight:199 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. Except:
5-10:2x4 SP No.3 6-1-0 oc bracing:12-13
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-11
REACTIONS. (size) 2=0-7-10,8=0-3-8
Max Horz 2=346(LC 8)
Max Uplift 2=-587(LC 8),8=-546(LC 8)
Max Grav 2=1196(LC 13),8=1086(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1865/815,3-4=-1601/815,4-5=-1491/868,5-6=-1503/881,6-7=-577/306,
7-8=-1074/549
BOT CHORD 2-13=-905/1711,12-13=-935/1775,11-12=-718/1442,5-11=-387/316
WEBS 3-13=-250/275,3-12=-339/227,4-12=-87/344,4-11=-173/352,9-11=-240/462,
6-11=-675/1259,6-9=-752/502,7-9=-422/906
NOTES-
1)Unbalanced roof live
2)Wind:ASCE 7-10;Vu tad considereds have been
160mph(3 second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ���`,OP•• .•E•N ' <�����
3)Provide adequate drainage to prevent water ponding. ` ••'��G SAC'•,
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 68182
will fit between the bottom chord and any other members. yt •:yf
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 546 lb uplift at
joint 8.
��•' ST OF
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449655
2931957 B4 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:31 2021 Page 1
ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-QfnEerD?AvunUbv_YugNQDsnetTnY8cbUBJLJkyahiM
r1-0-0, 4-6-12 8-7-10 13-0-0 18-0-14 23-1-7 28-2-0 29-10-6
1-0-0 4-6-12 4-0-14 4-4-6 5-0-14 5-0-9 5-0-9 1-8-6
Scale=1:54.0
5x8=
2x4 11 3x6= 5x6— 2x4 11
4 18 19 5 6 7 8
6.00 12 3x4 i
3
0
o ro
vi
12
N
7x10= v
2 N
0
1 3x4
ST1.5x8 STP= 14 3.002� 11 10 20 21 9
3x4 i 5x6= 2x4 11 2x4 11 5x8= 6x8—
2x4
8-7-10 13-0-0 18-0-14 23-1-7 28-2-0 29-10-6
8-7-10 4-4-6 5-0-14 5-0-9 5-0-9 1-8-6
Plate Offsets(X,Y)-- [2:0-1-12,0-1-81,[4:0-6-0,0-2-81,[7:0-3-0,0-2-01,[12:0-2-4,0-3-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.18 2-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.41 2-14 >858 240
BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.21 2-14 >999 240 Weight:197 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing.
5-11:2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,9=0-3-8
Max Horz 2=346(LC 8)
Max Uplift 2=-587(LC 8),9=-546(LC 8)
Max Grav 2=1194(LC 13),9=1086(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1859/811,3-4=-1685/866,4-5=-1833/996,5-6=-1817/989,6-7=-874/480
BOT CHORD 2-14=-899/1667,13-14=-921/1718,12-13=-793/1525,5-12=-287/241
WEBS 3-14=-251/259,4-13=-69/277,4-12=-258/549,10-12=-469/946,6-12=-672/1245,
6-10=-1099/678,7-10=-506/1039,7-9=-1031/568
NOTES-
1)Unbalanced roof live loads have been considered for this design. `,1 1 1 1 1 1 1
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ��� ,�I��
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ``�%, V O.0 I N F<�♦♦♦
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. `� ,,•��C'......EN..
E N SAC••� ♦♦�
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. No 68182
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 587 lb uplift at joint 2 and 546 lb uplift at
joint 9.
ST OF '44/
40
♦♦ASS OW-
Joaquin Velez PE N0.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449656
2931957 B5 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:32 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-vrKcsBEdxCOe51UA5bMczQPz7HolHg_kir2usByahiL
r1-0-0, 5-8-15 11-0-0 20-3-7 29-10-6
1-0-0 5-8-15 5-3-1 9-3-7 9-6-15
Scale=1:52.4
5x6= 7x10= 4x6=
4 12 13 5 14 6
6.00 12
3x4Oi i
3
2
1
0
e ' 11 10 9 15 8 16
ST1.5x8 STP= 7
3x4=
2x4 II 3x8= 3x6= 3x6= 3x6 II
5-8-15 11-0-0 20-3-7 29-10-6
5-8-15 5-3-1 9-3-7 9-6-15
Plate Offsets(X,Y)-- [2:0-0-7,Edge1,[4:0-3-0,0-2-71,[5:0-5-0,0-4-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.20 7-8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.41 7-8 >863 240
BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.12 8-10 >999 240 Weight:175 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins,
1-4:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-10,6-8
REACTIONS. (size) 7=0-3-8,2=0-7-10
Max Horz 2=331(LC 8)
Max Uplift 7=-543(LC 8),2=-590(LC 8)
Max Grav 7=1130(LC 13),2=1208(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2021/864,3-4=-1627/755,4-5=-1422/732,5-6=-1401/702,6-7=-1004/581
BOT CHORD 2-11=-968/181 0,10-11=-968/1810,8-10=-715/1415
WEBS 3-10=-437/273,4-10=-56/419,5-8=-582/514,6-8=-805/1590
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding. ��OPQU N vl � /♦♦
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 ` ,••��G•E N SAC••� ♦�
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 543 lb uplift at joint 7 and 590 lb uplift at No 68182
joint 2.
► • X
���• S OF • � �
.O�• '<v.
♦ FS •.� R �.•
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449657
2931957 B6 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:33 2021 Page 1
ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-N1 u_3XFFiW8Ujv3MfJtrVeyCOhAe011txUoSOdyahiK
r1-0-01 4-8-15 9-0-0 16-0-1 22-10-5 29-10-6
10-0 4-8-15 4-3-1 7-0-1 6-10-5 7-0-1
Scale=1:52.4
4x6=
3x4= 3x6= 3x4= 3x6=
4 14 15 5 6 7 16 8
6.00 F12
2x4
oi 3
a� 2
dl 1IT-
0
ST1.5x8 STP= 13 12 11 10 ge
3x6
3x8= 3x6= 3x4= 3x6= 3x6 II
=
9-0-0 16-0-1 22-10-5 29-10-6
9-0-0 7-0-1 6-10-5 7-0-1
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 0.57 Vert(LL) -0.15 2-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.33 2-13 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.15 11 >999 240 Weight:160 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-6 oc bracing.
WEBS 1 Row at midpt 5-13
REACTIONS. (size) 9=0-3-8,2=0-7-10
Max Horz 2=281(LC 8)
Max Uplift 9=-535(LC 8),2=-598(LC 8)
Max Grav 9=1086(LC 1),2=1161(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1927/915,3-4=-1717/803,4-5=-1502/774,5-7=-1795/911,7-8=-1314/650,
8-9=-1024/561
BOT CHORD 2-13=-970/1685,11-13=-911/1795,10-11=-650/1314
WEBS 3-13=-274/224,4-13=-111/488,5-13=-352/198,7-11=-314/578,7-10=-714/505,
8-10=-768/1551
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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)Provide adequate drainage to prevent water ponding. QN V�P•U .<�
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %, F 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
will fit between the bottom chord and any other members. ` ,••��G•E N S�'•� ���
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 535 lb uplift at joint 9 and 598 lb uplift at
joint 2. No 68182
� 3 S T OF '�u
441
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449658
2931957 B7 Half Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:35 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-JQ01 UDGVD7PCzDClnkvJb31 SW Uq RUx3APoHYS Wyahil
r1-0-0, 14-5-1 21-11-13 29-10-6
1-0-0 14-5-1 7-6-13 7-10-9
Scale=1:53.9
NAILED
Special NAILED NAILED NAILED NAILED NAILED
5x6=
NAILED NAILED NAILED 6x8= NAILED 5x6= 6x8= NAILED NAILED 8x10=
6.00 12 3 12 13 14 154 16 17 5 18 6 19 20 21 22 7
u LD u H LD LD U LD u
4oi
1LAn PH
0
11 23 24 25 10 26 27 28 29 9 30 31 32 33 SQ
ST1.5x8 STP= NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
3x8 i 3x6= 7x10= 6x8= ST1.5x8 STP=
Special NAILED NAILED 5x12 11
NAILED
7-0-0 14-5-1 21-11-13 29-10-6
7-0-0 7-5-1 7-6-13 7-10-9
Plate Offsets(X,Y)-- [2:0-1-12,0-1-81,[3:0-3-0,0-2-71,[4:0-3-8,0-3-01,[6:0-3-8,0-3-01,[9:0-3-8,0-3-81,[10:0-5-0,0-4-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.24 9-10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.46 9-10 >766 240
BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.08 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.36 9-10 >979 240 Weight:192 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
1-3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing.
BOT CHORD 2x6 SP No.2*Except* WEBS 1 Row at midpt 7-9,4-11
2-10:2x6 SP M 26
WEBS 2x4 SP No.3*Except*
7-8:2x6 SP No.2,7-9,4-11,6-10:2x4 SP No.2
REACTIONS. (size) 8=0-3-8,2=0-7-10
Max Horz 2=226(LC 25)
Max Uplift 8=-1432(LC 8),2=-1238(LC 8)
Max Grav 8=2624(LC 29),2=2299(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-4408/2243,3-4=-3830/2053,4-6=-5431/2876,6-7=-4206/2202,7-8=-2410/1494
BOT CHORD 2-11=-2068/3883,10-11=-2876/5431,9-10=-2202/4206
WEBS 3-11=-404/1321,7-9=-2329/4449,4-11=-1 846/906,6-9=-1426/1140,4-1 0=-1 73/469,
6-10=-740/1344
TS-
1111
1)U Ebalanced roof live loads have been considered for this design. ��%,,`Qv N'VF,��♦i
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,<<c ♦.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ` ,,•��G•E N S�••� ♦♦�
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. No 68182
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 1432 lb uplift at joint 8 and 1238 lb uplift ='0
at joint 2.
7)"NAILED"indicates 3-1 Od(0.148"xY)or 3-12d(0.1 48"x3.25")toe-nails per NDS guidlines. O'.� S T OF
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)357 lb down and 380 lb up at �♦ •
7-0-0 on top chord,and 322 lb down and 137 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is ♦♦ '• O R
responsibilitythe
9)In the OADCASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ♦♦♦tss�O N A;0```N`,
LOAD CASE(S) Standard Joaquin Velez PE No.68182
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 MiTek USA,Inc.FL Cert 6634
Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610
Vert:1-3=-54,3-7=-54,2-8=-20 Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449658
2931957 B7 Half Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:35 2021 Page 2
I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-JQ01 UDGVD7PCzDClnkvJb31 SW Uq RUx3APoHYS Wyahil
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:3=-169(F)5=-105(F)7=-137(F)11=-309(F)12=-105(F)13=-105(F)14=-105(F)16=-105(F)17=-105(F)18=-105(F)19=-105(F)20=-105(F)21=-105(F)
22=-117(F)23=-58(F)24=-58(F)25=-58(F)26=-58(F)27=-58(F)28=-58(F)29=-58(F)30=-58(F)31=-58(F)32=-58(F)33=-63(F)
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449659
2931957 C1 HALF HIP 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:36 2021 Page 1
ID:q ll8wLV Ni6YkTT7fiBJ8hFyw6EN-nca7iYH7_RX3aNnxKRQY7Gajbu9rDSEKdSO6?yyahiH
-1-0-0 5-11-4 8-1-8 8-1139-4-0 13-2-12 18-8-6
1-0-0 5-11-4 2-2-4 0--5 1-2-3 3-10-12 5-5-10
4x6= Scale=1:35.2
3x6= 2x4
5 6 14 7
2x4=
4
6.00 12 2x4 11 13 12
3 2x4 11 3x6—
2
ci
::]1HI
s s
e 11 10 9
ST1.5x8 STP= 2x4 3x6 8
= 2x4 11
3x6— 3x4=
5-11-4 9-4-0 13-2-12 18-8-6
r 5-11-4 3-4-12 3-10-12 5-5-10
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.44 9-11 >493 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.72 9-11 >306 240
BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.42 2-11 >523 240 Weight:95 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins,
5-7:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP M 31*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
2-10:2x4 SP No.1 WEBS 1 Row at midpt 6-8
WEBS 2x4 SP No.3*Except*
3-11,4-12:2x4 SP No.2,6-9:2x4 SP M 31
REACTIONS. (size) 8=0-2-12,2=0-7-10
Max Horz 2=290(LC 8)
Max Uplift 8=-306(LC 8),2=-346(LC 8)
Max Grav 8=938(LC 14),2=1062(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1470/227,3-4=-1221/308,4-5=-340/142,5-6=-278/132
BOT CHORD 2-11=-352/1247,9-11=-352/1247,8-9=-294/1061
WEBS 3-11=0/430,4-13=-1162/345,12-13=-1140/352,9-12=0/642,6-12=0/624,6-8=-1441/394
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `%�� U I N
2)Provide adequate drainage to prevent water ponding. %% P, • V F4 '
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� F ��
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 , ��G•E•N S 4C1
will fit between the bottom chord and any other members.
5)Ceiling dead load(5.0 psf)on member(s).3-4,4-13,12-13 No 68182
6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-11 yt •:yf
7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 306 lb uplift at joint 8 and 346 lb uplift at
joint 2.
9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. O•'.• S OF '
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449660
2931957 C2 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:37 2021 Page 1
I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-Fo8Vvul mllfwCWM7u8xngU6oml W PyzFTs6mfXOyahiG
11-0-8
-1-0-0 5-11-4 8-1-8 8-9-5 9-7-0 10-4-11 13-2-12 15-6-0 18-8-6
1-0-0 5-11-4 2-2-4 -7-13 0-9-11 2-2-4 3-2-6
0-9-11 0-7-13
3x6= Scale=1:39.0
3x6= 5 3x8=
4
6 4x4= 2x4 11 3x4=
7 9 11
6.00 12 2x4 11 x
8 20
3
18
10
17 ro
N
a
x
2
�1
s15
ST1.5x8 STP= 16 3x6= 14 13 12
4x4
2x4 11 3x4= 3x4= ST1.5x8 STP=
=
3x6 11
5-11-4 13-2-12 15-6-
4 0 18-8-6
5-11 7-3-8 2-3 4 3-2-6
Plate Offsets(X,Y)-- [5:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.37 14-16 >594 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.57 14-16 >382 240
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.02 12 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.30 2-16 >737 240 Weight:99 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
5-10:2x4 SP No.1,7-11:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP M 31*Except* BOT CHORD Rigid ceiling directly applied or 7-8-4 oc bracing.
2-15:2x4 SP No.1
WEBS 2x4 SP No.3*Except*
3-16,4-6,8-14:2x4 SP No.2
REACTIONS. (size) 12=0-2-12,2=0-7-10
Max Horz 2=246(LC 12)
Max Uplift 12=-305(LC 12),2=-362(LC 12)
Max Grav 12=912(LC 18),2=1039(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1465/444,3-4=-1196/534,4-5=-288/1021,5-6=-274/1015,6-7=-1155/548,
7-8=-650/353,8-10=-749/297,7-9=-610/277,9-11=-589/298,11-12=-835/461
BOT CHORD 2-16=-560/1255,14-16=-560/1255,13-14=-321/565
WEBS 3-16=0/466,4-6=-2380/922,8-14=0/314,10-14=-300/865,10-13=-1081/529,
9-10=-233/251,11-13=-491/972
NOTES- QU(N VF �I
1)Unbalanced roof live loads have been considered for this design. OP• �F ����
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. , ��G•E•N S*C'•�
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-7-0,Exterior(2)9-7-0 to
11-5-9,Interior(1)11-5-9 to 18-6-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions No 68182
shown;Lumber DOL=1.60 plate grip DOL=1.60 yt •,yf
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. O•'.• O F441
6)Ceiling dead load(5.0 psf)on member(s).3-4,4-6 . '.•�` P
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-16 'e, '•,• O R \9 9.'* �%
8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. �ii SS ••••••••• �Q`
9)Provide 2mechanical connection(by others)of truss to bearing plate capable of withstanding 305 lb uplift at joint 12 and 362 lb uplift
at joint
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182
11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449661
2931957 C3 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:38 2021 Page 1
I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-j?it7EIOW2nnggxKSsSOChfO2itxhRLd5mVC3gyahiF
11-0-8
-1-0-0 5-11-4 8-1-8 8-9-5 9-7-0 10-4-11 13-2-12 15-6-0 18-8-6
1-0-0 5-11-4 2-2-4 -7-13 0-9-11 2-2-4
0-9-11 0-7-13
3x6= Scale=1:39.0
3x8= 5 3x8=
4 6
6.00 12 2x4 11 4x12= 2x4 11 3x4=
3 7 9 10
17
8
16
oi
x N
M
2
14
�1
s
ST1.5x8 STP= 15 3x6= 13 12 11
4x4
2x4 3x4= 3x4= ST1.5x8 STP=
=
3x6 11
5-11-4 13-2-12 15-6-0 18-8-6
5-11-4 7-3-8 2-3 4 3-2-6
Plate Offsets(X,Y)-- [2:0-2-0,Edge],[5:0-3-0,Edge],[7:0-1-4,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.41 13-15 >529 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.64 13-15 >340 240
BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.27 2-15 >822 240 Weight:92 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins,
7-10:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP M 31*Except* BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing.
2-14:2x4 SP No.1
WEBS 2x4 SP No.3*Except*
3-15,4-6,7-13:2x4 SP No.2
REACTIONS. (size) 11=0-2-12,2=0-7-10
Max Horz 2=192(LC 12)
Max Uplift 11=-283(LC 12),2=-366(LC 12)
Max Grav 11=911(LC 18),2=1035(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1491/474,3-4=-1193/540,4-5=-416/1333,5-6=-386/1291,6-7=-1248/559,
7-8=-602/215,7-9=-788/348,9-10=-797/359,10-11=-836/435
BOT CHORD 2-15=-510/1288,13-15=-510/1288,12-13=-361/800
WEBS 3-15=0/520,4-6=-2726/1060,7-13=01403,8-13=-216/546,8-12=-1004/432,
10-12=-496/1109
NOTES- �%%�OPQUIN
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ` ,••��G•E N S�••�
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-7-0,Exterior(2)9-7-0 to
13-8-11,Interior(1)13-8-11 to 18-6-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions No 681 82
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. O'.� S O F : 1
6)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-6 ,�•.•A` Q
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.13-15 �� '• Q R \ ��
8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. �ie�SS '••••••' ����
9)Provide 2mechanical connection(by others)of truss to bearing plate capable of withstanding 283 lb uplift at joint 11 and 366 lb uplift �,,�O N A'
at joint
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182
11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449662
2931957 C4 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:39 2021 Page 1
I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-BBG FKaJOH MveRgW WOZ_FlvCC55DoQffmJQFmbHyahiE
11-0-8
-1-0-0 5-11-4 8-1-8 8-9-5 9-7-0 10-4-11 13-2-12 15-6-0 18-8-6
1-0-0 5-11-4 2-2-4 -7-13 0-9-11 2-2-4 2-3-4 3-2-6
0-9-11 0-7-13
3x6= Scale=1:39.0
3x8= 5 3x8=
4 6
6.00 12 2x4 II 2x4 II
3 7
15 4x4= 2x4 11
8 9
14
ao
N
V
2
12
q�1
B
ST1.5x8 STP= 13 3 6= 11 10
4x4
2x4 11 3x4= ST1.5x8 STP=
=
5x6=
5-11-4 13-2-12 15-6-0 18-8-6
5-11-4 7-3-8 2-3-4 3-2-6
Plate Offsets(X,Y)-- [2:0-2-0,Edge],[5:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.42 11-13 >525 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.64 11-13 >342 240
BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.27 2-13 >802 240 Weight:83 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 5-5-3 oc purlins,
8-9:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP M 31*Except* BOT CHORD Rigid ceiling directly applied or 8-8-5 oc bracing.
2-12:2x4 SP No.1
WEBS 2x4 SP No.2*Except*
9-10,8-11,8-10:2x4 SP No.3
REACTIONS. (size) 10=0-2-12,2=0-7-10
Max Horz 2=-181(LC 10)
Max Uplift 10=-268(LC 12),2=-370(LC 12)
Max Grav 10=921(LC 19),2=1032(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1519/514,3-4=-1188/574,4-5=-412/1276,5-6=-427/1232,6-7=-1219/555,
7-8=-1546/554
BOT CHORD 2-13=-447/1280,11-13=-447/1280,10-11=-549/1394
WEBS 3-13=0/517,4-6=-2641/1084,7-11=-35/646,8-11=-307/194,8-1 0=-1 666/637
1111
1)U Ebalanced roof live loads have been considered for this design. %%%`,`QU I N'VF,���/
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �P.• .�F j
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-7-0,Exterior(2)9-7-0 to C'•E•N SAC'•� ���
15-6-0,Interior(1)15-6-0 to 18-6-10 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 No 68182
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)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,7-8.4-6 O'.• S 0 F
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-13 '.•�` Q
8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. i� ••4 O R \ \ \ ��
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 268 Ib uplift at joint 10 and 370 Ib uplift ��j ss ••• \ %
10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. �at joint 2. �I� O N A' ����
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449663
2931957 C5 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:40 2021 Page 1
I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-gNpeXwKe2g 1 V3_5iZHVU 16kMBVYr9N kvY4_J8jyahiD
11-0-8
-1-0-0 5-11-4 8-1-8 8-9-5 9-7-0 10-4-11 13-2-12 17-6-0 18-8-6
1-0-0 5-11-4 2-2-4 -7-13 0-9-11 2-2-4 4-3-4
0-9-11 0-7-13
3x6= Scale=1:39.0
3x8= 5 3x8=
4 6
6.00 12 2x4 II 2x4 II
3 7
15
14 16 2x4 11
5x6=
8 9
1 2 lN
B
ST1.5x8 STP= 13 3x6= 11 10
4x6
2x4 11 4x4= ST1.5x8 STP=
=
3x6=
5-11-4 13-2-12 17-6-0 18-8-6
5-11-4 7-3-8 4-3-4 1-2-6
Plate Offsets(X,Y)-- [5:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.43 11-13 >511 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.66 11-13 >329 240
BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.26 13 >833 240 Weight:81 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins,
8-9:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP M 31*Except* BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing.
2-12:2x4 SP No.1
WEBS 2x4 SP No.2*Except*
9-10,8-11,8-10:2x4 SP No.3
REACTIONS. (size) 10=0-2-12,2=0-7-10
Max Horz 2=201(LC 11)
Max Uplift 10=-253(LC 12),2=-373(LC 12)
Max Grav 10=968(LC 19),2=1030(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1555/527,3-4=-1211/581,4-5=-456/1345,5-6=-485/1292,6-7=-1225/559,
7-8=-1535/523
BOT CHORD 2-13=-393/1297,11-13=-393/1297,10-11=-500/1247
WEBS 3-13=0/533,4-6=-2716/1163,7-11=0/505,8-10=-1662/667
1)Unbalanced roof live loads have been considered for this design. 0u 1 N,VF,���i
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ����SOP• �E•N ' .<��
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-7-0,Exterior(2)9-7-0 to : �\G S'�•.� �i�
15-7-0,Interior(1)15-7-0 to 18-6-10 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 No 68182
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. S F441
6)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,7-8.4-6
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-13 Oe A, Q ��;
8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. �� �` '• OR \O• %
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 253 lb uplift at joint 10 and 373 lb uplift '0i�ss ••• �\��%
at joint 2.
10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449664
2931957 C6 COMMON 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:46 2021 Page 1
I D:q II8wLVNi6YkTT7fiBJ8hFyw6EN-UXBvozPPeW nenvYswXcuXN_OFwaaZ4kowOReLNyahi7
11-0-8
-1-0-0 5-11-4 8-1-8 8-9-5 9-7-0 10-4-11 13-2-12 19-2-0
1-0-0 5-11-4 2-24 -7-53 0-9-11 0-9-11 -7-13 2-2-0 5-11-4
3x6= Scale=1:36.3
3x8= 5 3x8=
4 6
6.00 12 2x4 II 14 2x4 II
3 7
13
12 15
8
2
�1 Io
e 11 10 9 ` e
ST1.5x8 STP= 2x4 11 3x6— 2x4 11 ST1.5x8 STP=
4x6= 3x6=
5-11-4 13-2-12 19-2-0
5-11-4 7-3-8 5-11-4
Plate Offsets(X,Y)-- [5:0-3-0,Edge],[8:0-0-0,0-0-51
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.44 9-11 >507 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.68 9-11 >327 240
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) -0.26 2-11 >855 240 Weight:74 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins.
BOT CHORD 2x4 SP M 31*Except* BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing.
2-10:2x4 SP No.1
WEBS 2x4 SP No.2
REACTIONS. (size) 8=0-7-10,2=0-7-10
Max Horz 2=223(LC 11)
Max Uplift 8=-279(LC 12),2=-383(LC 12)
Max Grav 8=959(LC 19),2=1035(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1596/572,3-4=-1245/628,4-5=-648/1389,5-6=-624/1396,6-7=-1241/652,
7-8=-1596/603
BOT CHORD 2-11=-381/1329,9-11=-381/1329,8-9=-381/1329
WEBS 4-6=-2793/1430,7-9=0/549,3-11=0/539
NOTES-
1)Unbalanced roof live loads have been considered for this design. ``11��11 1 1
,�I��
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-7-0,Exterior(2)9-7-0 to �,QP'QU IN V F<F♦♦♦
15-7-0,Interior(1)15-7-0 to 18-10-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60 `� ,,•��Ci•E N 5�..� ♦♦'
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 No 68182
will fit between the bottom chord and any other members.
5)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-6
6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-11
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 279 lb uplift at joint 8 and 383 lb uplift at - S T r F
joint 2.
IJ
8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ;Oi(�'•,� Q �44/�
♦♦♦♦ O R
♦♦'s`S�0 N A�`G����•
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449665
2931957 C7 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:49 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-v6sl Q?RHwRADeNHRbg9b9Octh7demShEd_glyiyahi4
-1-0-0 7-0-0 12-2-0 19-2-0 ,20-2-0
1-0-0 7-0-0 5-2-0 7-0-0 1-0-0
Scale=1:40.1
3x6=
NAILED NAILED
NAILED 12 4 13 NAILED
5x8 \\ NAILED
4A
NAILED
6.00 12 11 3 14
5
0
rn
2 6
1 7 Io
o- @ 10 15 9 8 e '
ST1.5x8 STP= 4x6—_ ST1.5x8 STP=
2x4 3x4=
3x6= Special NAILED NAILED Special 3x6=
7-0-0 12-2-0 19-2-0
7-0-0 5-2-0 7-0-0
Plate Offsets(X,Y)-- [4:0-3-0,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.14 2-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.18 2-10 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(CT) 0.07 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:89 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,6=0-7-10
Max Horz 2=-230(LC 6)
Max Uplift 2=-839(LC 8),6=-840(LC 8)
Max Grav 2=1458(LC 29),6=1456(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2589/1403,3-4=-361/320,3-5=-2123/1278,4-5=-362/321,5-6=-2586/1405
BOT CHORD 2-10=-1111/2382,8-10=-1108/2350,6-8=-1110/2279
WEBS 3-10=-46/646,5-8=-83/639
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "`��OPQU
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. ,•'��G•E N 34�1••�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 839 lb uplift at joint 2 and 840 lb uplift at
joint 6. No 68182
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. yt •:yf
8)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25')toe-nails per NDS guidlines.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)322 lb down and 137 lb up at
7-0-0,and 322 lb down and 137 lb up at 12-1-4 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others. O'.• S T O F441
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). R `O P,•'��`�
i
LOAD CASE(S) Standard SS •'"••"•••\���`
1)Dead
Roof Live 1)balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform ���,�O N A; ��
Vert:1-3=-54,3-4=-54,4-5=-54,5-7=-54,2-6=-20 Joaquin Velez PE No.68182
Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634
Vert:3=-105(F)5=-105(F)9=-58(F)10=-309(F)8=-309(F)11=-64(F)12=-105(F)13=-105(F)14=-64(F)15=-58(F) 6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449666
2931957 CA Corner Jack 14 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:54 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-F4gwTiVQlzoWk89PODIms3Jvg8WYRmmzmGN3dvyahi?
-1-0-0 1-0-0
1-0-0 1-0-0
Scale=1:7.2
3
/
i
6.00 12
Oi 2 T
0
0
0
1
Q° 4
A°
2x4=
ST1.5x8 STP=
1-0-0
1-0-0
Plate Offsets(X,Y)-- [2:0-0-15,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 2 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >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 Wind(LL) 0.00 2 **** 240 Weight:5 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.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=66(LC 8)
Max Uplift 3=-8(LC 1),2=-139(LC 8)
Max Grav 3=23(LC 8),2=128(LC 13),4=18(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 139 lb uplift at
joint 2. PQU I N V
F ,
•`� J� G•E•N S
No 68182
ST OF441
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449667
2931957 CJ3 Corner Jack 10 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:56 2021 Page 1
ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-CSnhuOWgHa2E_RJnVenExUPFoyByvgGGEas9hoyahhz
-1-0-0 3-0-0
1-0-0 3-0-0
Scale=1:12.2
3
6.00 12
0
M
19
2
1
4
0°
2x4=
ST1.5x8 STP=
3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:0-0-15,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 2-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 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 Wind(LL) 0.00 2 **** 240 Weight:11 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.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=118(LC 8)
Max Uplift 3=-56(LC 8),2=-146(LC 8)
Max Grav 3=72(LC 13),2=191(LC 13),4=52(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 146 lb uplift at
joint 2 ,,,`,`� ,,,
PQU IN VFW fii
No 68182
� 3 ST OF44/
..........
Joaquin Velez PE N0.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449668
2931957 CJ5 Corner Jack 10 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:56 2021 Page 1
ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-CSnhuOWgHa2E_RJnVenExUPCoy82vgGGEas9hoyahhz
-1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:19.3
3 ,`IIIIIIIIIIIII
IN
�. •'�G•E�N
6.00 12 '•� F '
No 68182
;2
►� N �L
ST OFAl
.� .
2
C? �
SS,0 N A�
° o• 4 Joaquin Velez PE No.68182
6° o• MiTek USA,Inc.FL Cert 6634
2x4_ 6904 Parke East Blvd.Tampa FL 33610
ST1.5x8 STP= Date:
5-0-0
5-0-0
Plate Offsets(X,Y)-- [2:0-0-15,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.03 2-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 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 Wind(LL) 0.00 2 **** 240 Weight:18 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.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=172(LC 8)
Max Uplift 3=-126(LC 8),2=-157(LC 8)
Max Grew 3=147(LC 13),2=261(LC 13),4=92(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 3 and 157 lb uplift at
joint 2.
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449669
2931957 D1 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:57 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-gfL36kX12uA5bbuz3LITUixL5ML?eveQSDcj DEyahhy
4-6-0 8-9-8 12-11-8 17-1-8 21-3-8 25-11-0 Z6-11-q
4-6-0 4-3-8 4-2-0 4-2-0 4-7-8 1-0-0
Scale:1/4"=1'
4x6=
4
6.00 12
4x6 i 4x6
3 5
4x12= 5x6= 2x4 II
1 6
IT
7
13 12 11 10 9 8 T o
Iv
3x6 11 4x12= 3x6= 3x8= 5x12
ST1.5x8 STP=
3.00112 5x6
Zz
4-6-0 12-11-8 21-3-8 25-11-0
4-6-0 8-5-8 8-4-0 4-7-8
Plate Offsets(X,Y)-- [7:0-4-11,Edge1,[12:0-5-12,0-1-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.19 10-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.44 10-12 >692 240
BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.13 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.26 10-12 >999 240 Weight:134 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-11-1 oc bracing.
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 13=Mechanical,7=0-7-10
Max Horz 13=248(LC 7)
Max Uplift 13=-445(LC 8),7=-549(LC 8)
Max Grav 13=940(LC 1),7=1015(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-13=-890/441,1-2=-2472/1117,2-3=-2972/1404,3-4=-1305/671,4-5=-1303/669,
5-6=-2742/1332,6-7=-2857/1227
BOT CHORD 12-13=-207/276,10-12=-586/1594,9-10=-570/1548,7-9=-991/2511
WEBS 1-1 2=-1 113/2497,2-12=-1506/795,3-12=-585/1360,3-10=-636/416,4-10=419/910,
5-10=-630/396,5-9=-526/1216
1)Unbalanced roof live loads have been considered for this design. 0u 1 N,VF,���i
I
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=601t;eave=7ft;Cat. ����SOP• �E•N •
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 G S'�•.�
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. No 68182
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)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. O'.• S?TOO F8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 445 Ib uplift at joint 13 and 549 Ib uplift ' - '
at joint7. � ` R \� �\,,�
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449670
2931957 D2 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:34:58 2021 Page 1
ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-8rvRJ4YxpClxDITAd3piOvUV5mkMNNAZhtLGlgyahhx
2-6-0 7-8-12 12-11-8 15-3-6 19-10-15 24-6-8 26-7-0
2-6-0 5-2-12 5-2-12 2-3-14 4-7-9 4-7-9 2-0-8
Scale=1:50.0
4x4=
4
11
6.00 12 2x4
5
4x4-5-
3 3x4
6
oi
4x12= 4x4=
1 4x4= 2x4 11
7 8 I i�
I� I In
16 15 14 17 0
3x6 4x12= 3x4= 12 11 10 g
2x4 11 5x8= 4x6=
5x12=
2-6-0 8-10-11 15-3-6 19-10-15 24-6-8 26-7-0
2-6-0 6-4-11 6-4-11 4-7-9 4-7-9
Plate Offsets(X,Y)-- [13:0-2-8,0-2-01,[15:0-4-12,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.15 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.31 14-15 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.07 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.21 14-15 >999 240 Weight:159 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
5-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-6 oc bracing. Except:
WEBS 2x4 SP No.3 10-0-0 oc bracing:11-13
REACTIONS. (size) 16=Mechanical,9=Mechanical
Max Horz 16=241(LC 7)
Max Uplift 16=-454(LC 8),9=451(LC 8)
Max Grav 16=992(LC 1),9=995(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-16=-902/409,1-2=-2266/999,2-3=-2835/1331,3-4=-1741/904,4-5=-1572/839,
5-6=-1573/748,6-7=-1879/842
BOT CHORD 15-16=-177/302,14-15=-680/1769,13-14=-345/1138,9-10=-1070/2213
WEBS 1-15=-996/2281,2-15=-1413/742,3-15=-496/1055,3-14=-502/383,4-14=-369/829,
4-13=-334/865,10-13=-543/1523,6-13=-417/258,7-10=-586/380,7-9=-2292/1163
NOTES-
1)Unbalanced roof live loads have been
2)Wind I considered
ASCE 7-10;Vu t=1160mph(3 second g s d t)Vas =124mph;TCDL=4.2psf;BCDL=5.0psf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. -.NQIU I N'VF
I
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60P•G�E•IV '
3)Provide adequate drainage to prevent water ponding. ` ••'�� S�'••
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 68182
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 454 lb uplift at joint 16 and 451 lb uplift
at joint 9. O�• S T
E OF44/
•:
10 N A10
111
Joaquin Velez PE N0.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449671
2931957 D3 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:00 2021 Page 1
ID:g118wLVNi6YkTT7fiBJ8hFyw6EN4E1 BkmZBLpYfS3dYkUsB5KZo6ZMgrIKs8BgNgZyahhv
6-11-10 10-8-0 i :3-0 -1 1-6 22-6-8 i23-7-01 25-6-8 i26-7-0i
6-11-10 3-8-6 4-7-0 3-8-6 3-7-2 1-0-8 1-11-8 1-0-8
Scale=1:50.5
5x8=
4x4=
3 21 4
6.00 12
2x4 O 3x4
2 5
3x4
4x6= 5x12= o
2x4
g 8 u
9
17 � o
16 15 141 I�
x —
o 4x6= 5x6=
3x6= 20 19 18 121110
ST1.5x8 STP=
5x8= 2x4 11 3x6—3x4=
2x4 11
2x4 11
26-7-0
10-8-0 1
3-6 18-11-6 22-6-8 i23-7-0 25-6-8 25r8-6
10-8-0 4-7-6 3-8-0 3-7-2 1-0-8 1-11-8 04-4
0-9-10
Plate Offsets(X,Y)-- [1:0-0-0,0-0-11,[3:0-6-0,0-2-81,[7:0-10-0,0-2-81,[17:0-5-0,0-2-41,[20:0-3-12,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.29 1-20 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.64 1-20 >492 240
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.18 10 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.27 15-16 >999 240 Weight:147 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-2 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
4-19:2x4 SP No.3,13-17,1-20:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-7-1 oc bracing. Except:
WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:17-19
9-10,6-15,7-14:2x6 SP No.2,7-15,8-11:2x4 SP No.2
REACTIONS. (size) 1=0-7-10,10=Mechanical
Max Horz 1=-210(LC 6)
Max Uplift 1=-453(LC 8),10=-451(LC 8)
Max Grav 1=971(LC 1),10=982(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1620/798,2-3=-1359/698,3-4=-1424/775,4-5=-1628/816,5-6=-2351/1105,
6-7=-3626/1685,7-8=-1298/611,8-9=-494/229,9-10=-416/191
BOT CHORD 1-20=-671/1430,4-17=-181/488,16-17=-923/2088,15-16=-1794/3869,14-15=-449/996,
13-14=-442/959,10-11=-1 59/345
WEBS 17-20=-409/1173,3-17=-169/418,5-17=-847/446,5-16=-179/539,6-16=-1820/890,
6-15=-845/457,7-15=-1260/2730,2-20=-389/312,11-13=-550/268,8-13=-559/270
NOTES- � �PQU I N V,4:.II
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,••��C'•E N S�c'•�
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding. No 68182
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 453 lb uplift at joint 1 and 451 lb uplift at O S T 0 F
joint 10. i ,�•.•
O N Ak-E����•
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI7TPI1 Quality Criteria,DSB-89 and SCSI 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
T25449672
2931957 D4 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:01 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-YQbax6ap67gW4DCll BNQeY6?gzkdan??NrawM?yahhu
-1-0-0 4-8-15 9-0-0 15-3-6 16-11-0 20-10-8 23-10-8 25-6-6 126-7-0,
1-0-0 4-8-15 4-3-1 6-3-6 1-7-10 111-8 3-0-0 1-7-14 1-0-10
Scale:1/4"=l'
5x8=
2x4 11 5x8=
4 20 21 5 6
6.00 12
2x4 4x6= 4x6=
7
3 6x8
4x6 11 0
9 10
i�
1
2 16 13 9
1`?
°R 1 15 14 3
o * 3x4= 5x8=
ST1.5xB STP= 19 18 17 12 11
3x6= 5x8= 2x4 11 3x4=
5x12= 2x4 11
9-0-0 15-3-6 16-11-0 20-10-8 23-7-0 23i10-8 25-6 46 26-7-0
9-0-0 6-3-6 1-7-10 3-11-8 2-8-8 0-3-8 1-7-1 1-0-10
Plate Offsets(X,Y)-- [4:0-6-0,0-2-81,[6:0-6-0,0-2-81,[11:Edge,0-1-81,[16:0-3-0,0-2-41,[19:0-3-12,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.16 2-19 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.35 2-19 >898 240
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.15 11 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.19 17 >999 240 Weight:153 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
5-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. Except:
WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:16-18
10-11,9-12:2x4 SP No.2
REACTIONS. (size) 11=Mechanical,2=0-7-10
Max Horz 2=-181(LC 6)
Max Uplift 11=-454(LC 8),2=-554(LC 8)
Max Grav 11=975(LC 1),2=1047(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1694/827,3-4=-1470/708,4-5=-1774/928,5-6=-1772/921,6-7=-1898/895,
7-8=-1531/713,8-9=-1616/723,9-10=-577/275,10-11=-740/351
BOT CHORD 2-19=-718/1503,5-16=-295/231,15-16=-679/1687,14-15=-1237/2643,13-14=-317/677,
11-12=-129/275
WEBS 3-19=-297/236,16-19=-479/1145,4-16=-285/638,6-16=-183/290,6-15=-169/554,
7-15=-1050/606,8-14=-151/441,7-14=-1274/680,9-14=-332/863
NOTES- QU I N VF 'I
1)Unbalanced roof live loads have been considered for this design. OP• �F �'�
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=601t;eave=7ft;Cat. , ��G•E•N S*C'•�
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding. No 68182
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. yt •:yf
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. -1 '
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 454 lb uplift at joint 11 and 554 lb uplift O•••• S T O F441
at joint 2. '.•�`
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449673
2931957 D5 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:03 2021 Page 1
ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-UpiKMnc3dkwEKWL7QcPujzBG1 nMB2c71r931 Ruyahhs
i-1-0-0, 7-0-0 11-1-11 15-3-6 21-11-0 23-7-0 26-7-0
1-0-0 7-0-0 4-1-11 4-1-11 6-7-10 1-8-0 3-0-0
Scale:1/4"=l'
Special NAILED NAILED
6x8= 3x8= 3x4 6x8=
NAILED NAILED NAILED NAILED NAILED
3 18 4 19 20 5 21 22 23 6 NAILED
6.00 12 p-p dp ILO dp 24 NAILED
3x8
25 3x6
78 m
0
n
ao
2 13 11 0 0
q�1 x = 28 29 30 12 31 3 — q
o ,
* 17 26 16 27 15 14 NAILED NAILED NAILED 4x4= 10
ST1.5x8 STP= 9
4x6=
2x4 II NAILED 5x12= NAILED 3x4 II NAILED 5x12=
Special NAILED NAILED
7-0-0 11-1-11 15-3-6 21-11-0 , 23-7-0 25-6-6 ,26-7-0,
7-0-0 4-1-11 4-1-11 6-7-10 1-8-0 1-11-6 1-0-10
Plate Offsets(X,Y)-- [3:0-5-4,0-2-81,[4:0-3-8,0-1-81,[6:0-5-4,0-2-81,[9:Edge,0-3-01,[11:0-3-4,0-1-81,[16:0-5-8,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.26 12-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.56 12-13 >563 240
BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.21 9 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.40 12-13 >781 240 Weight:156 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-10 oc purlins,
3-6:2x6 SP No.2,6-8:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. Except:
5-15:2x4 SP No.3,11-13:2x4 SP No.1 10-0-0 oc bracing:13-15
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-13
13-16,8-9:2x4 SP No.2,7-10:2x6 SP No.2
REACTIONS. (size) 9=Mechanical,2=0-7-10
Max Horz 2=-135(LC 6)
Max Uplift 9=-1092(LC 8),2=-1120(LC 8)
Max Grav 9=2023(LC 30),2=2031(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-3733/1964,3-4=-4024/2217,4-5=-5596/3074,5-6=-5724/3139,6-7=-3722/1987,
7-8=-1174/644,8-9=-1966/1071
BOT CHORD 2-17=-1696/3304,16-17=-1693/3283,15-16=-163/265,5-13=-618/591,12-13=-1714/3283,
11-12=-1160/2094
WEBS 3-17=-70/587,3-16=-575/1124,4-16=-1471/943,13-16=-1995/3906,4-13=-1013/1858,
6-13=-13942638,6-12=-15/381,10-11=-1607/904,7-1 1=-1413/799,7-12=-627/1328,
6 ♦♦,`OPQUIN V,! 44 ,
NOTES- , .��G•ENS�•,c'
i
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. No 68182
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 yt •:yf
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. O•'. S T O F441
6)Refer to girder(s)for truss to truss connections. ,�'.��` P
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1092 lb uplift at joint 9 and 1120 lb uplift �� •• O R \ \ ♦♦
at joint 2. �ii ss \ ♦♦♦
9)H nger(s)indicates
connectiononn0ect on device(s)shall bebe provided suffcent to support oncenitrated load(s)357 lb down and 380 lb up at �,
I�1O N Al �%�♦
7-0-0 on top chord,and 322 lb down and 137 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is Joaquin Velez PE No.68182
the responsibility of others. MiTek USA,Inc.FL Cert 6634
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610
Date:
LOAD CASE(S) Standard
September 24,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449673
2931957 D5 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:03 2021 Page 2
ID:gll8wLVNi6YkTT7fiBJ8hFyw6EN-UpiKMnc3dkwEKWL7QcPujzBG1 nMB2c71r931 Ruyahhs
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-6=-54,6-8=-54,2-15=-20,14-15=-20,11-13=-20,9-10=-20
Concentrated Loads(lb)
Vert:3=-1 69(B)15=-58(B)5=-1 05(B)17=-309(B)16=-58(B)4=-1 05(B)18=-1 05(B)19=-1 05(B)21=-82(B)22=-82(B)23=-82(B)24=-27(B)25=-68(B)26=-58(B)
27=-58(B)28=-90(B)29=-90(B)30=-90(B)31=-1 37(B)
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449674
2931957 EJ2 Jack-Open 6 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:04 2021 Page 1
ID:q ll8wLV Ni6YkTT7fiBJ8hFyw6EN-z?Gia7dhO225xgwKzJw7GAkcmAxYnH ER3pobzKyahhr
-1-0-0 2-1-0
1-0-0 2-1-0
Scale=1:9.9
3
6.00 12
0
v�
2 0
0
1
4
Al
2x4 ST1.5x8 STP=
2-1-0
2-1-0
Plate Offsets(X,Y)-- [2:0-0-15,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 2 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.03 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 Wind(LL) 0.00 2 **** 240 Weight:8 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=93(LC 8)
Max Uplift 3=-27(LC 5),2=-151(LC 8)
Max Grav 3=31(LC 13),2=165(LC 13),4=34(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 151 lb uplift at
joint 2. %%%PQU I N V
F ,
•`� J� G•E•N S
No 68182
ST OF441
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449675
2931957 EJ6 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:06 2021 Page 1
ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-vNOT?peywfJpB_4i5kzbLbpgs_WyFBkkX7Hh2Dyahhp
-1-0-0 6-6-0
1-0-0 6-6-0
3 Scale=1:23.4
QU I N V,,,111111111/���,,
PFW '�.
6.00 F12
No 68182
Oi 0
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1
Q Joaquin Velez PE No.68182
Q• o. MiTek USA,Inc.FL Cert 6634
2x4— 4 6904 Parke East Blvd.Tampa FL 33610
Date:
ST1.5x8 STP=
6-6-0
6-6-0
Plate Offsets(X,Y)-- [2:0-0-15,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.08 2-4 >873 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.17 2-4 >436 240
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 Wind(LL) 0.00 2 **** 240 Weight:22 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=212(LC 8)
Max Uplift 3=-174(LC 8),2=-169(LC 8)
Max Grav 3=200(LC 13),2=316(LC 13),4=122(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 169 lb uplift at
joint 2.
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449676
2931957 EJ7 Jack-Open 22 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:10 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-n9dzgBhS_upEfbOTKal XVR_WabtgB?jKSI FvB_yahhl
-1-0-0 7-0-0
1-0-0 7-0-0
3 Scale=1:24.9
,`IIIIIIIIIIIII
•6.00 12 ♦ '•� ` • j
No 68182
oi I
ST OF • �/ �
C?��
2
1
Q Joaquin Velez PE No.68182
o• Q. MiTek USA,Inc.FL Cert 6634
3x4—_ 4 6904 Parke East Blvd.Tampa FL 33610
Date:
ST1.5x8 STP=
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-0-15,0-0-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.08 2-4 >956 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.19 2-4 >424 240
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-SH Wind(LL) 0.10 2-4 >773 240 Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=225(LC 8)
Max Uplift 3=-165(LC 8),2=-174(LC 8)
Max Grav 3=199(LC 13),2=335(LC 13),4=122(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 165 lb uplift at joint 3 and 174 lb uplift at
joint 2.
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449677
2931957 EJ61 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:07 2021 Page 1
ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-NayrC9fahzRgo8fvfSUquoM?mOuP_duuln1 Fafyahho
-1-0-0 1-1-8 2-3-8 6-6-0
1-0-0 1-1-8 1-2-0 4-2-8
Scale=1:22.2
4 ,``II1111111/,�
QUIN VF '�,�i
6.00 12 i
O 68182
2x4
M C�
3 3 OF :�441
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a 6 MiTek USA,Inc.FL Cert 6634
o° ax1 z= 6904 Parke East Blvd.Tampa FL 33610
o°
Date:
3x4 3.00 F12
ST1.5x8 STP=
1-1-8 6-6-0
1-1-8 5-4-8
Plate Offsets(X,Y)-- [2:0-0-9,Edge1,[6:0-5-8,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.10 6 >751 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.16 6 >459 240
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.05 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.17 6 >425 240 Weight:26 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=21 O(LC 8)
Max Uplift 4=-170(LC 8),2=-167(LC 8)
Max Grav 4=214(LC 13),2=316(LC 13),5=95(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 lb uplift at joint 4 and 167 lb uplift at
joint 2.
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449678
2931957 EJ62 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:07 2021 Page 1
ID:g118wLVNi6YkTT7fiBJ8hFyw6EN-NayrC9fahzRgo8fvfSUquoMzYOxk_eEuln1 Fafyahho
-1-0-0 3-1-8 6-6-0
1-0-0 3-1-8 3-4-8
4
Scale=1:23.2
IN
6.00 12 `••
2x411 No 68182
*p :*
3oi
Z.
OF
N �
•.
•
,c• O R `O P \�,�.
1M11
5x6 �EW.68182
Joaquin elez
6. o. MiTek USA,Inc.FL Cert 6634
3xa 6904 Parke East Blvd.Tampa FL 33610
3.00 12 Date:
ST1.5x8 STP=
3-1-8 6-6-0
3-1-8 3-4-8
Plate Offsets(X,Y)-- [2:0-4-15,0-0-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.16 6 >457 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.29 6 >257 240
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.07 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.27 6 >269 240 Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
2-6:2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=212(LC 8)
Max Uplift 4=-160(LC 8),2=-170(LC 8)
Max Grav 4=228(LC 13),2=317(LC 13),5=66(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift at joint 4 and 170 lb uplift at
joint 2.
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449679
2931957 EJ63 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:08 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-rm W DPVgCSGZXQH E5C9?3QOu91oERj5V 1_Rmo65yahhn
-1-0-0 5-1-8 6-6-0
1-0-0 5-1-8 1 4-8
Scale=1:22.2
4
`,111111111//II
2x4 �� (�U IN VF
6.00 12
o 68182
�.�r:•N : (lye=
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•
5x6= 'pis /p A� %
a 2 r 11111�`
�dl 1 Joaquin Ve ez PE o.68182
a MiTek USA,Inc.FL Cert 6634
3.00 F12 6904 Parke East Blvd.Tampa FL 33610
Date:
3x4
ST1.5x8 STP=
5-1-8
5-1-8 1 4-8
Plate Offsets(X,Y)-- [2:0-0-9,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.10 6 >763 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.16 6 >466 240
BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.04 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.16 6 >446 240 Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=21 O(LC 8)
Max Uplift 4=-152(LC 8),2=-167(LC 8)
Max Grav 4=249(LC 13),2=316(LC 13),5=26(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint 4 and 167 lb uplift at
joint 2.
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449680
2931957 EJ64 Monopitch Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:09 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-Jy4bdrggDahO2RpHmtW IzDRNpBZQSQRBD5W LeXyahhm
3-6-0 6-6-0
3-6-0 3-0-0
5x6= Scale=1:24.3
3
s.00 12 `%�``�QU 1 N
3x6� � �` OP•
.` J • G�E�N 3• . '.�
2 •�\ i
oi No 68182
6
4
g 6x8 % 'N S T O F � �
•
1 1
Special 3x6= �`
3xs � .'.;�� O R `Q P,r:�\�`�.
Special /� SS '• A.1 ••• \v��
3x8% Joaquin Velez PE No.68182
ST1.5x8 STP= MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
3-6-0 6-6-0
3-6-0 3-0-0
Plate Offsets(X,Y)-- [1:0-5-7,0-0-41,[4:0-3-0,0-0-31,[4:0-2-8,0-4-01,[5:0-3-9,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.04 5 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.06 1-5 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.05 1-5 >999 240 Weight:35 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins,
BOT CHORD 2x6 SP M 26 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-7-10,6=Mechanical
Max Horz 1=166(LC 8)
Max Uplift 1=-505(LC 8),6=-626(LC 8)
Max Grav 1=1111(LC 1),6=1187(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2648/1257,2-3=-313/124,3-4=-631/1242
BOT CHORD 1-5=-1325/2514,4-5=-1282/2414
WEBS 2-5=-629/1353,2-4=-2040/1087,3-6=-1215/641
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Bearing at joint(s)1 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 505 lb uplift at joint 1 and 626 lb uplift at
joint 6.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)953 lb down and 484 lb up at
2-6-12,and 920 lb down and 465 lb up at 4-6-12 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,1-4=-20
Concentrated Loads(lb)
Vert:7=-953(B)8=-920(B)
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449681
2931957 EJ71 Jack-Open 3 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:12 2021 Page 1
I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-kXlkFsjjW V3yvvXsR?3?bs3vwPW IfvDdv3kOFsyahhj
-1-0-0 3-1-10 7-0-0
1-0-0 3-1-10 3-10-6
4 Scale=1:24.9
6.00 12
0
N
M
M
3
3x4= 3x6=
2 d
LJ
Q.
o. 6, 7
2x4= 2x4 11
ST1.5x8 STP=
2-7-10 3-1-10, 7-0-0
2-7-10 0-6-0 3-10-6
Plate Offsets(X,Y)-- [2:0-0-15,Edge],[6:0-0-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.08 5-6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.18 5-6 >448 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-R Wind(LL) 0.13 5-6 >595 240 Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
6-7:2x6 SP No.2
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=225(LC 8)
Max Uplift 4=-129(LC 8),2=-165(LC 8),5=-23(LC 8)
Max Grav 4=167(LC 13),2=352(LC 13),5=137(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-348/37
BOT CHORD 2-7=-175/316,3-6=-316/175
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 %%J 11 111111
will fit between the bottom chord and any other members. `
�P•U N V
4)Refer to girder(s)for truss to truss connections. � Q E I,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 4,165 lb uplift at �� , t✓•E•N ���
joint 2 and 23 lb uplift at joint 5. ` ••'�� S�'•• ��
No 68182
LM
ST 1E OF '411
441
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449682
2931957 EJ72 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:13 2021 Page 1
ID:q ll8wLV Ni6YkTT7fiBJ8hFyw6EN-CkJ6TCkLHpBpW362?ibE73c5bpsOOMym8jUZnJyahhi
-1-0-0 3-1-19 5-9-8 7-0-0
1-0-0 3-1-10 2-7-14 1-2-8
4x6= Scale=1:22.9
4 5 ,`1111111 1111�',
'M o 6 182
3
tJ4TO
F2x4= Z22x4 �j \!' ♦`♦
Q. 1111111;*%%
Q° 6° 9 Joaquin Velez PE No.68182
ST1.5x8 STP—_ 2x4 MiTek USA,Inc.FL Cert 6634
2xa— 6904 Parke East Blvd.Tampa FL 33610
Date:
2-7-10 ,3-1-10, 5-9-8 7-0-0
2-7-16 0-6-0 2-7-14 1-2-8
Plate Offsets(X,Y)-- [8:0-0-8,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.09 7-8 >843 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.19 7-8 >422 240
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.06 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.16 7-8 >503 240 Weight:30 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-9:2x6 SP No.2 6-0-0 oc bracing:7-8.
WEBS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical,2=0-7-10,6=Mechanical
Max Horz 2=195(LC 8)
Max Uplift 5=-43(LC 8),2=-188(LC 8),6=-99(LC 8)
Max Grav 5=81(LC 13),2=339(LC 13),6=179(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-305/51
BOT CHORD 2-9=-147/259,3-8=-252/139
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 5,188 lb uplift at joint
2 and 99 lb uplift at joint 6.
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449683
2931957 EJ73 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:14 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-gwtUgYkz26Jg8ChFZQ6Tg H8H9CCC7pKwMND6Klyahhh
-1-0-0 3-1-10 3-9-8 7-0-0
1-0-0 3-1-10 0-7-14 3-2-8
Scale=1:17.8
4x6=
4 5
6.00 12
M
3
v
a M
2x4=
3x6= 7
2 2x4 11 6 0
0
1
4°
9 1-1
2x4 11
ST1.5x8 STP=
2x4=
2-7-10 3-1-10 3-9-8 7-0-0
2-7-10 0-6-0 0-7-14 3-2-8
Plate Offsets(X,Y)-- [8:0-0-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.10 7 >773 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.20 7 >399 240
BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.11 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.15 7 >513 240 Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-9:2x6 SP No.2 6-0-0 oc bracing:7-8.
WEBS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical,2=0-7-10,6=Mechanical
Max Horz 2=142(LC 8)
Max Uplift 5=-87(LC 8),2=-209(LC 8),6=-34(LC 8)
Max Grav 5=122(LC 1),2=334(LC 13),6=121(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-309/85
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `��� PQU j N VF4
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections. ` , ��G•E•N S 4C1 ,
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 5,209 lb uplift at joint
2 and 34 lb uplift at joint 6. No 68182
��•' ST�#OF 441
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449684
2931957 G1 Hip Girder 1
2 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:16 2021 Page 1
I D:ql I8wLVNi6YkTT7fiBJ8hFyw6EN-cJ?F5EmDakZON Wrdgr8xliEXDOthbV9CghiDOdyahhf
-1-0-0 2-1-0 5-5-9 8-8-7 12-1-0 14-2-0
1-0-0 2-1-0 3-4-9 3-2-13 3-4-9 2-1-0
Scale=1:26.0
NAILED
4x4= NAILED 5x12=
NAILED NAILED 3x6= NAILED 3x4= NAILED NAILED NAILED
6.00 12 3 12 13 4 14 15 5 16 17 6
7 0
Aa
� Io
11 18 19 10 20 21 9 22 23 24 8
25 6 �'
ST1.5x8 STP= 3x6= NAILED 3x4 HTU26 4x12= HTU26 NAILED 3x6 11 HTU26 ST1.5x8 STP=
3x8 i NAILED NAILED NAILED HTU26 NAILED 3x8
NAILED NAILED
2-1-0 5-5-9 8-8-7 12-1-0 14-2-0
2-1-0 3-4-9 3-2-13 3-4-9 2-1-0
Plate Offsets(X,Y)-- [2:0-1-12,0-1-81,[6:0-10-0,0-2-81,[7:0-1-12,0-1-81,[8:0-4-8,0-1-81,[9:0-3-8,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.17 9-10 >928 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.32 9-10 >502 240
BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.25 9-10 >646 240 Weight:149 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins.
BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 7=0-7-10,2=0-7-10
Max Horz 2=60(LC 7)
Max Uplift 7=-1879(LC 8),2=-1252(LC 8)
Max Grav 7=3639(LC 1),2=2201(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-4124/2193,3-4=-3826/2052,4-5=-9253/4942,5-6=-10700/5623,6-7=-6870/3548
BOT CHORD 2-11=-1 899/3559,10-11=-4909/9253,9-10=-5570/10700,8-9=-3164/6192,
7-8=-3043/5931
WEBS 3-11=-948/1923,4-11=-5704/3048,4-10=-803/1594,5-1 0=-1 527/724,5-9=-273/399,
6-9=-2537/4729,6-8=-861/1863
NOTES-
1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc. ���
DOI N V F
Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. `��� P �
Webs connected as follows:2x4-1 row at 0-9-0 oc. �� O
G E
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 , �� • •N S4�1••�
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. No 68182
4)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. yt •,yf
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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O•••, S OF441
will fit between the bottom chord and any other members. ,�•. �` P •••
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1879 lb uplift at joint 7 and 1252 lb uplift �•�i� %� O R \ \ ��
at joint 2.
9)onnect truss(es)Strong-Tie
fron HTU26
o bottom chord.Girder,14-1 Odx1 1/2 Truss,Single Ply Girder)or equivalent at 7-0-12 from the left end to i� s�O N A' `
ace
10) Use Simpson Strong-Tie HTU26(20-1 Od Girder,14-1 Odx1 1/2 Truss)or equivalent at 9-0-12 from the left end to connect truss(es) Joaquin Velez PE No.68182
to front face of bottom chord. MiTek USA,Inc.FL Cert 6634
11) Use Simpson Strong-Tie HTU26(20-16d Girder,11-1Odx1 1/2 Truss)or equivalent spaced at 2-0-0 oc max.starting at 10-8-12 6904 Parke East Blvd.Tampa FL 33610
from the left end to 12-8-12 to connect truss(es)to front face of bottom chord. Date:
12) Fill all nail holes where hanger is in contact with lumber. September 24,2021
13)"NAIIp§Aettry�'S%SLECDF"indicates 3-1Od(0.148"xY)or 2-12d(0.148"x3.25")toe-nails per NDS guidlines.
LOADWAR Varameters 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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449684
2931957 G1 Hip Girder 1
2 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:16 2021 Page 2
I D:q I I8wLVNi6YkTT7fiBJ8hFyw6EN-cJ?F5EmDakZON Wrdgr8xliEXDOthbV9CghiDOdyahhf
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-6=-54,6-7=-54,2-7=-20
Concentrated Loads(lb)
Vert:3=30(B)6=30(B)20=-1954(F)22=-955(F)23=-965(F)25=-953(F)
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449685
2931957 HJ2 Diagonal Hip Girder 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:17 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-4VYd IanrK1 hF?gQgEYfAlvmoUQMtKASM3LSnw4yahhe
-1-5-0 2-10-10
1-5-0 2-10-10
Scale=1:9.8
3
NAILED
4.24 12 5 NAILED
2
1
A. 6NAILED 4
NAILED
2x4=
2-10-10
2-10-10
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.00 2-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 2-4 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-10-7,4=Mechanical
Max Horz 2=92(LC 8)
Max Uplift 3=-50(LC 14),2=-224(LC 8)
Max Grav 3=71(LC 24),2=195(LC 1),4=50(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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 girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 lb uplift at joint 3 and 224 lb uplift at
joint 2. 111111 111/
7)In the LOAD dCASE(S)icates lsect on,loads)appli d to the face of het truss a eoe-nailspnoted sf r n1t(F)or back(B). ♦♦♦%%CIU I N VEF
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf) NO 68182
Vert:1-3=-54,2-4=-20
Concentrated Loads(lb)
Vert:5=44(F=22,B=22)
S F �41J
.00
441
1
0 N A''I-
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449686
2931957 HJ6 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:19 2021 Page 1
ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-OugNjFo6sfxzE_aCMzieN Ks5nDz6o?sfwfxt?yyahhc
-1-5-0 4-8-14 9-1-9
1-5-0 4-8-14 4-4-11
4 Scale=1:22.7
NAILED
NAILED
10
4.24 12
NAILED 3x4
NAILED 3
9
NAILED
NAILED
8
2
1
6°6° 11 12 7 13 6
o•
NAILED NAILED NAILED
3x4= 2x4 5
NAILED NAILED NAILED 3x4—
4-8-14 9-1-9
4-8-14 4-4-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.02 6-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.05 6-7 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.26 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) -0.03 2-7 >999 240 Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-7,6=Mechanical
Max Horz 2=211(LC 8)
Max Uplift 4=-145(LC 8),2=-315(LC 8),6=-117(LC 8)
Max Grant 4=150(LC 28),2=412(LC 1),6=291(LC 28)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-693/257
BOT CHORD 2-7=-340/570,6-7=-340/570
WEBS 3-6=-616/368
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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. `, •U
4)Refer to girder(s)for truss to truss connections. �`% P Q N V E I,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 lb uplift at joint 4,315 lb uplift at �� , •E•N 0
joint 2 and 117 lb uplift at joint 6. ` �.'�\G S'�:•.�
6)"NAILED"indicates 3-1 Od(0.148"xY)or 2-12d(0.148"x3.25")toe-nails per NDS guidlines.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). N O 68182
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 = :x
Uniform Loads(plf)
Vert:1-4=-54,2-5=-20 O'.�. S OF
Concentrated Loads(lb)
Vert:8=44(F=22,B=22)10=-76(F=-38,B=-38)13=-36(F=-18,B=-18) �� O R \ .•'� ��
/0 N A�EEC?�.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449687
2931957 HJ7 Diagonal Hip Girder 4 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:20 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-V4Elxbpkdy3gs790vgDtvYOEydHuXQxoll hRXPyahhb
-1-5-0 4-8-14 9-10-1
1-5-0 4-8-14 5-1-3
4 Scale:1/2"=l'
NAILED
NAILED
4.24 12 10
NAILED 3x4
NAILED 3
9
NAILED
NAILED
8
2
1 6
o° 11 12 7 13 6
Q• 6•
NAILED NAILED 2x4 11 NAILED 5
3x4= NAILED NAILED NAILED
3x4=
4-8-14 9-10-1
4-8-14 5-1-3
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.04 6-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.08 6-7 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) -0.03 2-7 >999 240 Weight:42 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-7,6=Mechanical
Max Horz 2=224(LC 8)
Max Uplift 4=-151(LC 8),2=-331(LC 8),6=-121(LC 8)
Max Grant 4=161(LC 28),2=444(LC 1),6=303(LC 28)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-771/287
BOT CHORD 2-7=-410/686,6-7=-410/686
WEBS 3-7=0/271,3-6=-728/435
NOTES-
1)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;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)N/A
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P%%J 11111 1 11,'
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 ,O • V•<�
will fit between the bottom chord and any other members. aU N F
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 4,331 lb uplift at ` ,••��C'•E N S�••� ���
joint 2 and 121 lb uplift at joint 6.
7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.1 48"x3.25")toe-nails per NDS guidlines. :• No 68182
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf) O:• S O F
Vert:1-4=-54,2-5=-20T�. 4 O R ` C P.' A.�
Concentrated Loads(lb)
Vert:8=44(F=22,B=22)10=-76(F=-38,B=-38)13=-36(F=-18,B=-18) �O N A; ```0
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449688
2931957 K1 Common 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:21 2021 Page 1
ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-zGo88xgMOGChU HkbTOk6SIxUg 1 hFGyAyzyQ_3ryahha
-1-0-0 5-0-0 10-0-0 11-0-0
1-0-0 5-0-0 5-0-0 1-0-0
Scale=1:23.1
4x6=
3
6.00 12
oi
2 1
1 5 Io
o• o. 6
ST1.5x8 STP= 2x4 ST1.5x8 STP=
2x4= 2x4=
5-0-0 10-0-0
5-0-0 5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.01 2-6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.03 4-6 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Wind(LL) 0.02 2-6 >999 240 Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,4=0-7-10
Max Horz 2=130(LC 7)
Max Uplift 2=-262(LC 8),4=-262(LC 8)
Max Grav 2=418(LC 1),4=418(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-455/179,3-4=-455/179
BOT CHORD 2-6=-40/363,4-6=-40/363
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,, U I N V,
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 262 lb uplift at joint 2 and 262 lb uplift at % OPQ F4F
joint 4. c'E'N3
i
No 68182
� 3 S T OF '�u
441
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449689
2931957 K2 Common Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:22 2021 Page 1
ID:q ll8wLVNi6YkTT7fiBJ8hFyw6EN-RSM W M Hr_9aKY5Rln 15FL?zUheR4H?Q?5CcAYcHyahhZ
-1-0-0 5-0-0 10-0-0 11-0-0
1-0-0 5-0-0 5-0-0 1-0-0
Scale=1:22.3
4x6=
4
6.00 12 2x4 II 52x4 II
3
6
2
10 9 8
2x4— 2x4 11 2x4 11 2x4 11 2x4—
10-0-0
10-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 6 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 10-0-0.
(lb)- Max Horz 2=-130(LC 6)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-139(LC 8),6=-139(LC 8),10=-127(LC 8),8=-127(LC 8)
Max Grav All reactions 250 lb or less atjoint(s)2,6,9 except 10=263(LC 13),8=261(LC 14)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=2ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 ANSIITPI 1.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 2-0-0 oc. ,, I 1
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �X1 till
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `�% PQU(N VF4
will fit between the bottom chord and any other members. O F
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 lb uplift at joint 2,139 lb uplift at ` , ��G•E•N S 4C1
joint 6,127 lb uplift at joint 10 and 127 lb uplift at joint 8.
9)Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s)2. No 68182
��•' ST OF
0 • ��:
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449690
2931957 V1 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:23 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-vfwuZdrewtSOjbtzbpmaXAOsurPnktPERGv58jyahhY
4-0-0 8-0-0
4-0-0 4-0-0
Scale=1:15.7
4x6=
2
6.00 F12
Ci
1
v
6 .O
O O
4
2x4 2x4 2x4
0- -8 8-0-0
0- -8 7-11-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=7-11-0,3=7-11-0,4=7-11-0
Max Horz 1=73(LC 7)
Max Uplift 1=-62(LC 8),3=-62(LC 8),4=-112(LC 8)
Max Grav 1=115(LC 13),3=125(LC 14),4=276(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. ``1 1��1 1 1
,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 62 lb uplift at joint 1,62 lb uplift at joint 3
Q F P U N V ♦♦♦
and 112 lb uplift at joint 4.
/♦
No 68182
���• S OF
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449691
2931957 V2 Valley 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:23 2021 Page 1
ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-ofwuZdrewtSOjbtzbpmaXAOtArO7ktxERGv58jyahhY
2-0-0 4-0-0
2-0-0 2-0-0
3x6= Scale=1:7.7
2
6.00 12
3
1
v
a o
0 0
2x4 i 2x4
Oi0r8 4-0-0
0-0-8 3-11-8
Plate Offsets(X,Y)-- [2:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=3-11-0,3=3-11-0
Max Horz 1=30(LC 7)
Max Uplift 1=-48(LC 8),3=-48(LC 8)
Max Grav 1=101(LC 1),3=101(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. ,``1 1 111 111 1 1 1 1,'
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 lb uplift at joint 1 and 48 lb uplift at ,,��P U N V <♦♦♦
joint 3. a F
No 68182
� 3 ST OF
•♦♦S'`S�O N ACE""o
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Geri 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANS11TPII Quality Criteria,DSB-89 and SCSI 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
T25449692
2931957 V3 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:24 2021 Page 1
I D:g118wLVNi6YkTT7fiBJ8hFyw6EN-NrUGmzsEhBaFLISA8W H p4OZ1IEIQTKNOgwfegAyahhX
5-5-8 10-11-0
5-5-8 5-5-8
4x6= Scale=1:20.0
3
6.00 12 2x4 11 4 2x4 11
2
5
1
a v
cs =o
0 0
8 7 6
2x4 2x4 2x4 II 2x4 11 2x4
0- -8 10-11-0
0- -8 10-10-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:40 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 10-10-0.
(lb)- Max Horz 1=105(LC 7)
Max Uplift All uplift 100 lb or less atjoint(s)1,5,7 except 6=-172(LC 8),8=-172(LC 8)
Max Grav All reactions 250 lb or less at joint(s)1,5,7 except 6=311(LC 14),8=312(LC 13)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5,7 except %% Q U I N
Qt=lb)6=172,8=172. F
�•G•E•NS • �'��i
No 68182
��•• S F
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI 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
T25449693
2931957 V4 Valley 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Aug 16 2021 MiTek Industries,Inc. Thu Sep 23 16:35:25 2021 Page 1
ID:q II8wLVNi6YkTT7fiBJ8hFyw6EN-r11 e_JtsSVi6yvl MiEo2cb5Cle4oCn_XuaOCDcyahh W
3-5-8 6-11-0
3-5-8 3-5-8
Scale=1:14.2
4x6=
2
6.00 12
3
1
Y �
a =o
0 0
4
2x4 i 2x4 2x4
0- 8 6-11-0
0- -8 6-10-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.03 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 No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=6-10-0,3=6-10-0,4=6-10-0
Max Horz 1=62(LC 7)
Max Uplift 1=-67(LC 8),3=-67(LC 8),4=-65(LC 8)
Max Grav 1=106(LC 13),3=115(LC 14),4=208(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. `,`%%PDO I N V <
No 68182
��•' ST OF441
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
September 24,2021
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 ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
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