HomeMy WebLinkAboutApproved truss cut sheets Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
RE: 2733886 - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: PSL PROPERTIES Project Name: BOLINSKY Model: . Tampa, FL 3361 0-41 1 5
Lot/Block: . Subdivision: .
Address: 8005 BANYON ST, .
City: FORT PIERCE State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: N/A Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 43 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T23614550 Al 4/20/21 23 T23614572 CJ3 4/20/21
2 T23614551 A2 4/20/21 24 T23614573 CJ4 4/20/21
3 T23614552 A3 4/20/21 25 T23614574 CJ6 4/20/21
4 T23614553 A4 4/20/21 26 T23614575 D1 4/20/21
5 T23614554 A5 4/20/21 27 T23614576 D2 4/20/21
6 T23614555 A6 4/20/21 28 T23614577 D3 4/20/21
7 T23614556 A7 4/20/21 29 T23614578 EJ5 4/20/21
8 T23614557 A8 4/20/21 30 T23614579 EJ7 4/20/21
9 T23614558 A9 4/20/21 31 T23614580 EJ52 4/20/21
10 T23614559 A10 4/20/21 32 T23614581 EJ53 4/20/21
11 T23614560 All 4/20/21 33 T23614582 EJ54 4/20/21
12 T23614561 Al2 4/20/21 34 T23614583 EJ71 4/20/21
13 T23614562 B2 4/20/21 35 T23614584 EJ72 4/20/21
14 T23614563 B3 4/20/21 36 T23614585 G1 4/20/21
15 T23614564 B4 4/20/21 37 T23614586 G2 4/20/21
16 T23614565 B5 4/20/21 38 T23614587 HJ5 4/20/21
17 T23614566 Cl 4/20/21 39 T23614588 HJ7 4/20/21
18 T23614567 C2 4/20/21 40 T23614589 V1 4/20/21
19 T23614568 C3 4/20/21 41 T23614590 V2 4/20/21
20 T23614569 C4 4/20/21 42 T23614591 V3 4/20/21
21 T23614570 CJ 1 4/20/21 43 T23614592 V4 4/20/21
22 T23614571 CJ2 4/20/21
The truss under my direct supervision based on the parameters s)referenced above have been pared by MiTek USA,Inc.
% S...
i
provided by Builders FirstSource(Fort Pierce). G E N g�.•••
Truss Design Engineer's Name: Lee, Julius No 3 69
My license renewal date for the state of Florida is February 28,2023. _ * �� 1
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF 44/
that the engineer named is licensed in the jurisdiction(s)identified and that the �11,
designs comply with ANSI/TPI 1. These designs are based upon parameters i ••• P;••
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �ij�s• O R \0•`GN,��
given to MiTek or TRENCO. Any project specific information included is for MiTek's or • •• •�` ��
TRENCO's customers file reference purpose only,and was not taken into account in the eI1110 N A',,,���
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use, Julius Lee PE No.34869
the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
Lee, Julius 1 of 1
Job Truss Truss Type Qty Ply
T23614550
2733886 Al Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:04:58 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-i W P9V3oPbmf?112Lkt4y7_k_utvel iOEluujcRzQ6CJ
11-0-Q 7-1-10 15-0-0 20-0-0 25-0-0 27-6-6 31-4-8 31r$-0
'1-0-0 7-1-10 7-10-6 5-0-0 5-0-0 2-6-6 3-10-2 0-3-8
4x6= Scale=1:60.6
6.00 12 3x4= 4x6=
5 20 6 21 7
3x6 i
4 4x4
5x8 i 8
oi 3 `o
19 0
18 n
co
co
16 12 11
0
2 3x6= 15 22 14 23 13 2x4 2 4— o
1 5x8= 4x6= 3x8=
o
ST1.5x8 STP= 17 10 9
3x4— ST1.5x8 STP= 2x4 I I 3x6 11
3x6 11
6-9-13 7- -10 15-0-0 25-0-0 27-%6 31-8-0
6-9-13 0- - 3 7-10-6 10-0-0 2-6-6 4-1-10
Plate Offsets(X,Y)-- [8:Edge,0-1-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.26 13-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.44 13-15 >673 240
BCLL 0.0 * Rep Stress Incr YES WB 0.46 Horz(CT) 0.03 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.06 13-15 >999 240 Weight:181 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
3-17:2x6 SP No.2,10-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 cc bracing:16-17
2-2-0 cc bracing:13-15.
REACTIONS. (size) 2=0-7-10,17=0-7-10,9=Mechanical
Max Horz 2=266(LC 12)
Max Uplift 2=-117(LC 12),17=-654(LC 12),9=-425(LC 12)
Max Grav 2=301(LC 18),17=1547(LC 17),9=1124(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-5=-1279/645,5-6=-1097/679,6-7=-1015/635,7-8=-1162/602,9-11=-1050/574,
8-11=-999/573
BOT CHORD 16-17=-1414/858,3-16=-1295/891,13-15=-582/1146
WEBS 3-15=-352/935,5-15=0/313,6-13=-313/236,7-13=0/276,8-13=-384/967
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;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(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 15-0-0,Exterior(2R) vL�rlJg
15-0-0 to 23-5-13,Interior(1)23-5-13 to 25-0-0,Exterior(2E)25-0-0 to 31-6-4 zone;cantilever left and right exposed;C-C for `%
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,*4� .• �%'�G E N S+'•
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •• F•••. 10
to the use of this truss component. 34869
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 'O !c
7)Refer to girder(s)for truss to truss connections. 411
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) *:o O �
2=117,17=654,9=425. �,��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614551
2733886 A2 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:11 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-pOh4EVyZYIH9LkYr?6p?8knBX6NarTu9kPYvZAZQ6C6
1-0-q 7-1-10 11-10-1 16-6-8 23-5-8 27-6-6 31-8-0
'1-0-0 7-1-10 4-8-7 4-8-7 6-11-0 4-0-14 4-1-10
5x8— Scale:3/16"=l'
4x6—
6.00 12 6 7
4x4
5
3x6 i Sx6
3x4 11 4 8
N
3 n
aD
18
op
16 12 11
2 5x8
0
= 15 19 14 13 2x4 4 4
1 3x4= 3x6= 3x8=
0
ST1.5x8 STP= 17 10 9
3x4—_ ST1.5x8 STP= 2x4 11 3x6
3x6
6-9-13 7- -10 16-6-8 23-5-8 27-6-6 31-8-0
6-9-13 0- - 3 9-4-14 6-11-0 4-0-14 4-1-10
Plate Offsets(X,Y)-- [6:0-6-0,0-2-8],[7:0-3-8,0-2-4],[8:Edge,0-1-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.23 15-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.47 15-16 >624 240
BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.05 13-15 >999 240 Weight:184 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 6-0-0 oc bracing.
3-17:2x6 SP No.2,10-12:2x4 SP No.3 WEBS 1 Row at midpt 6-13
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,17=0-7-10,9=Mechanical
Max Horz 2=-288(LC 10)
Max Uplift 2=-125(LC 12),17=-644(LC 12),9=-427(LC 12)
Max Grav 2=295(LC 18),17=1577(LC 17),9=1120(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-242/261,5-6=-1163/688,6-7=-978/677,7-8=-1131/625,9-11=-1034/582,
8-11=-930/594
BOT CHORD 16-17=-1442/831,3-16=-446/374,15-16=-589/1065,13-15=-462/1083
WEBS 5-16=-1317/796,6-15=-13/330,8-13=-356/860
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;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(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 16-6-8,Exterior(2E) ,,�� vLrrLJg
16-6-8 to 31-6-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber `�
DOL=1.60 plate grip DOL=1.60 ,�� .••\G E N S+••
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �*- •• F ..
.
to the use of this truss component. 34869
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 'O
7)Refer to girder(s)for truss to truss connections. �C/
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �O••, �(/-
2=125,17=644,9=427. 4.0 R
�ONA -E0:�"
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614552
2733886 A3 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:12 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-HDFSRr-cB13POzu71 ZpKEhxJTq Wnial_lz3HT5dzQ6C5
1-0-Q 7-1-10 12-10-1 , 18-6-8 21-5-8 , 27-1-15 31-8-0
OO 7-1-10 5-8-7 2-11-0 5-8-7
4x4= Scale=1:67.9
4x4=
6.00 12 6 7
19
3x6 i 5 8
4 20
3x8 9
3
m
18
w
EZE
16 o
2 3x6= 15 14 13 12 11 ST1.5x8 STP= d
m 1n 3x6 11 a
0 3x6=
ST1.5x8 STP= 17
ST1.5x8 STP=
3x6 11
6-9-13 7- -10 12-10-1 18-6-8 21-5-8 27-1l 5 31-8-0
6-9-13 0- - 3 5-8-7 5-8-7 2-11-0 5-8-7 4-6-1
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 0.56 Vert(LL) -0.13 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.19 14-15 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.13 14-15 >999 240 Weight:182 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-9 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
3-17:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,17=0-7-10,10=0-7-10
Max Horz 2=-331(LC 10)
Max Uplift 2=-111(LC 12),17=-661(LC 12),10=-424(LC 12)
Max Grav 2=335(LC 18),17=1634(LC 17),10=1078(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-371/393,3-5=-1225/639,5-6=-1052/651,6-7=-875/657,7-8=-1012/662,
8-9=-1052/559,9-10=-1020/565
BOT CHORD 16-17=-1501/825,3-16=-1411/851,14-15=-537/1171,13-14=-343/903,11-13=-438/897
WEBS 3-15=-652/1377,5-14=-343/246,6-14=-84/297,8-11=-291/296,9-11=-482/991
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;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(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 18-6-8,Exterior(2E) ttv%1111111I/1,'
18-6-8 to 21-5-8,Exterior(2R)21-5-8 to 29-11-5,Interior(1)29-11-5 to 31-6-4 zone;cantilever left and right exposed;C-C for �� \U S �F 'r
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� •F �j,
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,� G•E•N S i�
to the use of this truss component. •• F•�•, ��
4)Provide adequate drainage to prevent water ponding. 34869
5)All plates are 3x4 MT20 unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. '9
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=111,17=661,10=424.
,0 4 O R\'D
. ;o N A'01,
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614553
2733886 A4 Roof Special 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:13 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-mPpgfBzg3NXtb2iD7XrTD9sa9w5WJVsRBj 1 Oe3zQ6C4
1-0-p 7-1-10 12-2-15 20-0-0 27-9-1 36-0-0 37-0-Q
h-0- 7-1-10 5-1-5 7-9-1 7-9-1 8-2-15 -0-
5x6= Scale=1:72.4
6
3x4 i 19 20 5x6
3x6 5 7 3x4
21
6.00 12 5x8 i 4 8
3
18
9 10 m
Iq
16 % o
3x6— 15 14 13 12 ST1.5x8 STP= 3x6= o
2 d
� 1 N
qI 3x4= 3x8= 3x6— 3x4= 3x6 11
0
ST1.5x8 STP= 17
3x6= ST1.5x8 STP=
3x6 11
6-9-13 7- 10 12-2-15 27-9-1 31-4-3 31 -0 36-0-0
6-9-13 0--13 5-1-5 15-6-2 3-7-2 0- -13 4-4-0
Plate Offsets(X,Y)-- [7:0-3-0,0-3-4]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.07 12-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.15 12-14 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.02 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.04 2-17 >999 240 Weight:190 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-17:2x6 SP No.2 WEBS 1 Row at midpt 5-14
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,17=0-7-10,11=0-7-10
Max Horz 2=-418(LC 10)
Max Uplift 2=-192(LC 12),17=-544(LC 12),11=-692(LC 12)
Max Grav 2=306(LC 18),17=1331(LC 17),11=1335(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-405/404,3-5=-1022/570,5-6=-801/536,6-7=-799/497,7-8=-610/279,
8-9=-960/509
BOT CHORD 16-17=-1245/617,3-16=-1199/635,14-15=-325/1010,12-14=-59/522,11-12=-402/968,
9-11=-402/968
WEBS 5-14=-354/365,7-14=-252/220,8-12=-888/1077,6-14=-65/375,8-11=-1232/1156,
7-12=-491/620,3-15=-510/1131
NOTES- ,,t11111111//1��
1)Unbalanced roof live loads have been considered for this design. ``0 N3LIU S CF I,.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ♦♦ j
• �
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 20-0-0,Exterior(2R) ,♦♦ •• G•EN S'• �i�
20-0-0 to 26-0-0,Interior(1)26-0-0 to 37-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for •• F•••, ��
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)This truss has been designed fora 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. 4%
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 0••, �(/
2=192,17=544,11=692. i, 4 O R`Q N�,♦�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614554
2733886 A5 Roof Special 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:15 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-ioxa4t?4b_oagMrcEytxJaxvVjllnOokfl W7iyzQ6C2
1-0-p 7-1-10 12-2-15 20-0-0 27-9-1 36-0-0 37-0-p
j-0- 7-1-10 5-1-5 7-9-1 7-9-1 8-2-15 -0-
5x6= Scale=1:73.6
6.00 12 6
3x4 i 17 18 5x8
3x6 5 7
5x8 i 4 19
3
16
8 9 m
Iy
14 0
1 3x6— 13 12 11 10 ST1.5x8 STP= N
0 2 0
0 4x4= 3x8= 3x6— 2x4 11 4x6=
ST1.5x8 STP= 15
3x6= ST1.5x8 STP=
3x6 11
6-9-13 7- -10 12-2-15 20-0-0 27-9-1 36-0-0
6-9-13 0- -13 5-1-5 7-9-1 7-9-1 8-2-15
Plate Offsets(X,Y)-- [7:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.11 8-10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.26 8-10 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.51 Horz(CT) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 8-10 >999 240 Weight:181 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-15:2x6 SP No.2 WEBS 1 Row at midpt 5-12,7-12
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,15=0-7-10,8=0-7-10
Max Horz 2=-418(LC 10)
Max Uplift 2=-181(LC 12),15=-661(LC 12),8=-598(LC 12)
Max Grav 2=283(LC 18),15=151 O(LC 17),8=1128(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-375/425,3-5=-1275/779,5-6=-1150/815,6-7=-1154/823,7-8=-1820/1046
BOT CHORD 14-15=-1425/815,3-14=-1379/832,12-13=-544/1182,10-12=-787/1527,8-10=-786/1531
WEBS 3-13=-798/1394,5-13=-247/292,5-12=-278/283,6-12=-291/603,7-12=-819/574,
7-10=0/337
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 1111111111 j1
20 0-0 to 26 OOGIn elrior(1)6-0-0 to 37-0-0 zone; anectional)and tilever left and right exposed;C-C for members s and forces&MWFRSRfor , ,J�'�........
S F�.���j,
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .•'�G E Ns
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��� F•••. ��
to the use of this truss component. N 34869
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=181,15=661,8=598.
00
R XON
• C? �`
111111111111�`
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614555
2733886 A6 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:16 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-A_UzHDOiM IwRS WQoofOArnU6c75sWjfuuhGgEOzQ6C1
-i1-0-Q 7-1-10 12-2-15 19-0-0 21-0-0 27-9-1 36-0-0 37-0-Q
-0- 7-1-10 5-1-5 6-9-1 2-0-0 6-9-1 8-2-15 0-
5x6= Scale=1:74.3
5x6=
6.00 12 6 7
3x4 i 5x8
3x6 i 5 8
19 20
5x8 i 4 21 T
0
3 a'
18
9 10 m
Iq
16 % o 0
aD
1 2 3x6— 15 14 13 12 11 ST1.5x8 STP= a
0 3x4= 3x4= 3x6— 2x4 11 4x6=
ST1.5x8 STP= 17 3x4=
3x6= ST1.5x8 STP=
3x6 11
6-9-13 7- 10 12-2-15 19-0-0 21-0-0 27-9-1 36-0-0
6-9-13 0--13 5-1-5 6-9-1 2-0-0 6-9-1 8-2-15
Plate Offsets(X,Y)-- [6:0-3-0,0-2-0],[7:0-3-0,0-2-0],[8:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.14 11-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.25 9-11 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 9-11 >999 240 Weight:189 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-1 cc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing.
3-17:2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,17=0-7-10,9=0-7-10
Max Horz 2=-397(LC 10)
Max Uplift 2=-185(LC 12),17=-656(LC 12),9=-599(LC 12)
Max Grav 2=297(LC 18),17=1511(LC 17),9=1135(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-402/433,3-5=-1274/766,5-6=-1184/807,6-7=-986/801,7-8=-1194/815,
8-9=-1824/1042
BOT CHORD 16-17=-1427/805,3-16=-1381/823,14-15=-499/1149,13-14=-311/986,11-13=-778/1530,
9-11=-777/1534
WEBS 6-14=-124/293,7-13=-206/336,5-15=-235/267,8-13=-800/553,8-11=0/343,
3-15=-713/1368
NOTES- `t1111111111j
1)Unbalanced roof live loads have been considered for this design. ���N `�U
2)Wind:ASCE 7-16;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(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 19-0-0,Exterior(2E) `�� •• G ENS* mop
19-0-0 to 21-0-0,Exterior(2R)21-0-0 to 29-5-13,Interior(1)29-5-13 to 37-0-0 zone;cantilever left and right exposed;C-C for •• F ��
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 34869 0
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. cc
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. <C/
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� Q Q;••�����
2=185,17=656,9=599. �•�•'•. R
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614556
2733886 A7 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:18 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-6Mcjiu 1 yuvA9hpaBv4RewCZSoxl6_keBL?InJGzQ6C?
1-0-Q 7-1-10 12-2-15 17-0-0 23-0-0 27-9-1 36-0-0 17-0-Q
h-0- 7-1-10 5-1-5 8-2-15 1-0-0
Scale=1:70.4
5x8=
6.00 12 5x6=
6 20 7
3x4 i 3x4
3x6 i 5 8
4
oi 5x8 19 21 22 °D
0
3
00
18 9
10 m
Iv
16 d
2 3x6— 15 14 2313 12 11 ST1.5x8 STP= N
_ o
yI 1 3x6= 3x4= 3x8= 2x4 4x6=
0 3x6=
ST1.5x8 STP= 17
3x6= ST1.5x8 STP=
3x6 11
6-9-13 7- -10 12-2-15 17-0-0 23-0-0 27-9-1 36-0-0
6-9-13 0- -13 5-1-5 4-9-1 6-0-0 4-9-1 8-2-15
Plate Offsets(X,Y)-- [6:0-6-0,0-2-8],[7:0-3-0,0-2-0]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.17 9-11 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.33 9-11 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.57 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 9-11 >999 240 Weight:192 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*Except* BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing.
3-17:2x6 SP No.2 WEBS 1 Row at midpt 6-12
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,17=0-7-10,9=0-7-10
Max Horz 2=-354(LC 10)
Max Uplift 2=-183(LC 12),17=-658(LC 12),9=-598(LC 12)
Max Grav 2=301(LC 18),17=1782(LC 17),9=1358(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-309/354,3-5=-1397/789,5-6=-1387/860,6-7=-1356/891,7-8=-1555/936,
8-9=-2127/1078
BOT CHORD 16-17=-1649/836,3-16=-1554/857,14-15=-499/1343,12-14=-395/1284,11-12=-802/1775,
9-11=-802/1775
WEBS 6-14=-41/285,6-12=-120/252,7-12=-163/440,8-12=-731/458,8-11=0/296,
3-15=-655/1515
NOTES- ,,t11111111/11��
1)Unbalanced roof live loads have been considered for this design. ``0 N3LIU S CF I,.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,N j
• �
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 17-0-0,Exterior(2E) ,�� •• G•EN S'• �i�
17-0-0 to 23-0-0,Exterior(2R)23-0-0 to 31-5-13,Interior(1)31-5-13 to 37-0-0 zone;cantilever left and right exposed;C-C for •• F•••, ��
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : 34869 0
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 4%
will fit between the bottom chord and any other members,with BCDL=10.Opsf. •', �/
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i, • O R`Q
2=183,17=658,9=598. 0 . .. .. `�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614557
2733886 A8 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:20 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-2lkT7a3DQWQtx7kZ1 VT60derkkQ5Sh5ToJ EuN9zQ6Bz
11-0-Q 6-3-6 10-7-11 15-0-0 20-0-0 25-0-0 30-3-1 36-0-0 17-0-p
h-0- 6-3-6 4-4-5 4 4-5 5-0-0 5-0-0 5-3-1 5-8-151-0-
Scale=1:69.3
5x6=
6.00 12 3x4— 5x6=
6 20 7 21 22 8
4x6 i
3x4
3x6 i 5
9 23
3x4 11 4
3 19 24 0
18 10
< Z
11 m
Iq
16
15 13 12 ST1.5x8 STP= O
� 2 5x6— 25 14 26 N
1 3x8 4x6— 3x8= 2x4 11 3x6=
ST1.5x8 STP= 17
3x6= 3x6 I I
5-6-6 8-3-6 15-0-0 25-0-0 30-3-1 36-0-0
5-6-6 b-9-b 8-8-10 10-0-0 5-3-1 5-8-15
Plate Offsets(X,Y)-- [6:0-3-0,0-2-0],[8:0-3-0,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.28 13-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.48 13-15 >737 240
BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(CT) 0.07 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.11 13-15 >999 240 Weight:187 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-9-11 oc bracing.
3-17:2x6 SP No.2,14-16:2x4 SP No.1 WEBS 1 Row at midpt 5-16
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,17=0-8-10,10=0-7-10
Max Horz 2=-31O(LC 10)
Max Uplift 2=-179(LC 12),17=-644(LC 12),10=-616(LC 12)
Max Grav 2=272(LC 18),17=1730(LC 17),10=1392(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-256/286,5-6=-1636/940,6-7=-1453/908,7-8=-1632/993,8-9=-1845/1027,
9-10=-2332/1212
BOT CHORD 16-17=-1614/837,3-16=-421/314,15-16=-647/1479,13-15=-692/1649,12-13=-956/1979,
10-12=-956/1979
WEBS 6-15=-178/526,8-13=-207/558,9-13=-534/396,7-15=-356/297,5-16=-1768/938
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;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(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 15-0-0,Exterior(2R) `� J • �1
15-0-0 to 23-5-13,Interior(1)23-5-13 to 25-0-0,Exterior(2R)25-0-0 to 33-5-13,Interior(1)33-5-13 to 37-0-0 zone;cantilever left and ,�� •.••�G E N S••.• �i.0
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� F 10
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 34869
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. .0
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) *:o O••,
2=179,17=644,10=616. Ze�
��,� N A� ill,
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614558
2733886 A9 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:22 2021 Page 1
I D:kDoExOCU ktTSrn9GXN8 bjgy45C6-?8sEYG4Ty8g bARuy8wVa52k9 MY7TwS6m Gdj?R2zQ6 Bx
11-0-Q 4-3-6 , 13-0-0 20-0-0 27-0-0 31-3-1 36-0-0 97-0-p
h-0- 4-3-6 2-10-1 5-10-9 7-0-0 7-0-0 4-3-1 4-8-15 1-0-0
Scale=1:67.9
5x8=
2x4 11 5x8=
5 19 20 6 21 22 7 23
6.00 12 2x4
3x4 i 8
4
ci 5x8 i 18 00
0
3 17 9 ro
10 0
I�
o
2
ao 14 13 12 11 ST1.5x8 STP= 90
1 5x12= 3x4= 5x8= 3x4= 3x6= V
o �15
ST1.5x8 STP— 16
3x6= 3x6 11 3A7$12
3-6-6 -3- 7-1-7 13-0-0 20-0-0 27-0-0 36-0-0
3-6-6 9- 2-10-1 5-10-9 7-0-0 7-0-0 9-0-0
Plate Offsets(X,Y)-- [5:0-6-0,0-2-8],[7:0-6-0,0-2-8],[12:0-4-0,0-3-0],[15:0-1-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.16 9-11 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.34 9-11 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.17 12 >999 240 Weight:184 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing.
3-16:2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,16=0-8-10,9=0-7-10
Max Horz 2=-267(LC 10)
Max Uplift 2=-181(LC 17),16=-799(LC 12),9=-636(LC 12)
Max Grav 2=80(LC 9),16=1734(LC 17),9=1203(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-427/836,3-4=-1537/933,4-5=-1725/1042,5-6=-1949/1308,6-7=-1949/1308,
7-8=-1807/1110,8-9=-2015/1268
BOT CHORD 2-16=-543/336,15-16=-1703/1039,3-15=-1333/820,14-15=-1142/737,13-14=-786/1471,
12-13=-679/1484,11-12=-728/1575,9-11=-1 004/1736
WEBS 3-14=-1452/2462,4-14=-350/321,4-13=-83/276,5-13=0/254,5-12=-369/642,
6-12=-431/430,7-12=-309/541,7-11=-66/365,8-11=-275/312
NOTES-
dered for this design.
2)Wind:ASCE 7-16;Vu tanced roof live a160mph(3 seconds have been lgust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. � J3�jus LFF J*
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 13-0-0,Exterior(2R) ,� •• G E N S+••. ��
13-0-0 to 21-5-13,Interior(1)21-5-13 to 27-0-0,Exterior(2R)27-0-0 to 35-8-3,Interior(1)35-8-3 to 37-0-0 zone;cantilever left and �� •• F
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) '��• O R`Q Q;••��,�
2=181,16=799,9=636. s•'•..•••...••�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614559
2733886 A10 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:03 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-2UC2ZmsYQI H HO WxIXQf7p2Rq_udjzuSzuAcU HezQ6CE
11-0-Q 7-1-7 11-0-0 , 16-6-6 21-9-3 29-0-0 36-0-0 17-0-Q
�1-0- 7-1-7 3-10-9 5-6-6 5-2-13 7-2-13 7-0-0 -0-0
Scale:3/16"=l'
5x6= 3x6— 2x4 11
3x4= 5x8=
4 19 5 6 20 21 7 8
6.00 12 3x8 i 22
3
5x6
18 - ,o
9 6
10 ,�
17 14 1 OD 16 15 Q
2 7x10— N
1 7x10= 5x8—
0
ST1.5x8 STP= 13 12 11
5x8:5: 3.70 F12 2x4 I I 5x8= 3x6 11
7-1-7 11-0-0 21-9-3 29-0-0 36-0-0
7-1-7 3-10-9 10-9-3 7-2-13 7-0-0
Plate Offsets(X,Y)-- [2:0-4-14,0-2-0],[4:0-3-0,0-2-0],[8:0-6-0,0-2-8],[9:0-3-0,0-1-12],[11:0-4-4,0-1-8],[14:0-3-12,0-3-8],[16:0-5-0,0-5-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.35 15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.73 14-15 >584 240
BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.37 11 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.47 15 >914 240 Weight:225 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
4-6,8-10:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-2 oc bracing.
BOT CHORD 2x6 SP No.2*Except* WEBS 1 Row at midpt 8-14
2-16:2x6 SP M 26,7-13:2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,11=Mechanical
Max Horz 2=-225(LC 10)
Max Uplift 2=-722(LC 12),11=-711(LC 12)
Max Grav 2=1386(LC 1),11=1376(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5281/3100,3-4=-3226/1875,4-5=-2891/1745,5-7=-3223/1995,7-8=-3210/2011,
8-9=-1613/988,9-11=-1 309/939
BOT CHORD 2-16=-2820/4910,15-16=-2609/4547,14-15=-1812/3283,7-14=-362/366
WEBS 3-16=-785/1456,3-15=-1887/1273,4-15=-634/1188,5-15=-589/431,12-14=-653/1350,
8-14=-1174/2076,8-12=-596/451,9-12=-608/1309
NOTES-
dered for this design.
2)Wind:ASCE 7-16;Vu tanced roof live a160mph(3-second s have been igust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. � J3�jus LFF J*
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 11-0-0,Exterior(2R) ,� •••�G E N S+••. ��
11-0-0 to 19-5-13,Interior(1)19-5-13 to 29-0-0,Exterior(2E)29-0-0 to 37-0-0 zone;cantilever left and right exposed;C-C for �� •• F
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. •�C/,�
7)Refer to girder(s)for truss to truss connections. '�(•�•• Q;••
8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `,Sl(•1< R .•�`�\��,
capacity of bearing surface. I,
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) � ��N A;,,`���
2=722,11=711.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614560
2733886 All Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:05 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-?sKozStoyvX?dp4hfribvTXAnhHhRoPGMT5bMXzQ6CC
11-0-Q 7-1-7 9-0-0 15-1-13 21-9-3 26-1-13 31-0-0 , 36-0-0
�1-0- 7-1-7 1-10-9 6-1-13 6-7-6 4-4-10 4-10-3 5-0-0
Scale:3/16"=l'
5x6 i 3x4= 4x6= 2x4 11 5x6=
5x8=
6.00 12 2x4 II 4 19 5 20 6 21 7 22 8 23 9
3
j104x618
0
15 �iTI �
2 17 16 8x10— Nl0
ao 1 7X10= 4x4= N
O
ST1.5x8 STP= 14 13 12 11
6x8 3.70 Fl2 2x4 11 4xl2= 4x4= 3x6
7-1-7 15-4-10 21-9-3 26-1-13 31-0-0 36-0-0
7-1-7 8-3-2 6 4-9 4-4-10 4-10-3 5-0-0
Plate Offsets(X,Y)-- [2:0-5-10,0-24],[4:0-3-12,0-2-12],[6:0-3-0,Edge],[9:0-6-0,0-2-8],[11:044,0-1-8],[15:0-3-12,04-0],[17:0-7-8,0-5-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.51 15-16 >841 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.94 15-16 >453 240
BCLL 0.0 * Rep Stress Incr YES WB 0.83 Horz(CT) 0.46 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.69 15-16 >620 240 Weight:222 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
1-4:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing.
BOT CHORD 2x6 SP No.2*Except*
7-14:2x4 SP No.3
WEBS 2x4 SP No.3*Except*
8-15:2x4 SP No.2
REACTIONS. (size) 2=0-7-10,11=Mechanical
Max Horz 2=-165(LC 10)
Max Uplift 2=-721(LC 12),11=-627(LC 12)
Max Grav 2=1387(LC 1),11=1314(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-5373/3120,34=-5224/3293,4-5=-4627/2731,5-7=4474/2679,7-8=-4404/2641,
8-9=-2078/1347,9-10=-1471/899,10-11=-1263/814
BOT CHORD 2-17=-2897/4889,16-17=-1942/3426,15-16=-2568/4626,7-15=-284/266,
12-13=-704/1250
WEBS 3-17=-156/308,4-17=-1390/2161,4-16=-680/1404,5-16=-351/339,13-15=-1226/2166,
8-15=-1502/2701,8-13=-1626/1034,9-13=-654/1158,9-12=-396/331,10-12=-722/1316
,�'I
NOTES- `� Jv`'V S. `F�
1)Unbalanced roof live loads have been considered for this design. ♦♦� •�G E N S••. �i�
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ♦♦ •• F ••. ��
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-0-0,Exterior(2R)9-0-0 34869
to 17-5-13,Interior(1)17-5-13 to 31-0-0,Exterior(2E)31-0-0 to 35-10-4 zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. !c
4)Provide adequate drainage to prevent water ponding. O ;�4(/:
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �i�'� ' O R Q Q:••��,♦♦
will fit between the bottom chord and any other members. �j •••• `�
7)Refer to girder(s)for truss to truss connections. ��j / ••�` ���
8)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. 1111111110
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Julius Lee PE No.34869
2=721,11=627. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614561
2733886 Al2 ROOF SPECIAL GIRDER 1 q
J Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:09 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-teZJppwJO81 R6ROSuhmX3JhzvJgdNemsG53pVlzQ6C8
1-0- 4-3-3 7-0-0 10-10-1 14-6-6 18-2-10 21-9-3 27-1-13 33-0-0 31-11-0 6-0-
-0-0 4-3-3 2-8-13 3-10-1 3-8-5 3-8-5 3-6-9 5-4-10 5-10-3 1-11-0
Scale=1:68.1
NAILED
Special NAILED NAILED NAILED NAILED 2x4 II NAILED
NAILED
6x8= 4x4= 4x4= 4x4= NAILED 5x8= 6x8= NAILED
NAILED NAILED NAILED NAILED NAILED 6x8=5x6=
6.00 12 4 24 5 25 626 27 28 7 29 30 8 9 31 10 32 33 11 12 2x4 11
4x4 U nn un un I un NAME I Vl un A un 13
3
`�< op0 0
18 o A
2 22 34 21 35 2036 37 19 38 39 N o
7X10 11 4x4= N
0 23 Special NAILED44= 44= 7x10=
2x4 II NAILED NAILED NAILED NAILED NAILED 17 16 15 14
ST1.5x8 STP= 40 41 42 43 44
46 3.70 F12 3x4 I I NAILED 5x8 NAILED NAILED 46 6x8=
NAILED NAILED NAILED NAILED
7-3-8
4-3-3 7-0-0 7-1-7 10-10-1 14-6-6 18-2-10 21-9-3 27-1-13 33-0-0 34-11-0 �6-0-q
4-3-3 2-8-13 0-- 3-6-9 3-8-5 3-8-5 3-6-9 5-4-10 5-10-3 1-11-0 1-1-0
0-2-1
Plate Offsets(X,Y)-- [2:0-7-2,0-0-10],[4:0-1-12,0-3-8],[10:0-3-8,0-3-0],[11:0-4-0,0-1-15],[18:0-4-4,0-4-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.61 19-20 >704 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -1.13 19-20 >378 240
BCLL 0.0 * Rep Stress Incr NO WB 0.67 Horz(CT) 0.47 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.88 19-20 >484 240 Weight:735 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,
4-9,9-11:2x6 SP No.2 except end verticals.
BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
18-22:2x6 SP M 26,8-17:2x4 SP No.2
WEBS 2x4 SP No.3*Except* "Special'indicates special hanger(s)or other connection device(s)
10-18:2x4 SP M 31 required at location(s)shown.The design/selection of such special
connection device(s)is the responsibility of others.This applies
REACTIONS. (size) 14=Mechanical,2=0-7-10 to all applicable truss designs in this job.
Max Horz 2=176(LC 8)
Max Uplift 14=-1514(LC 8),2=-1458(LC 8)
Max Grav 14=2934(LC 30),2=2801(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-10442/5253,3-4=-12321/6289,4-5=-15012/7602,5-6=-17204/8673,
6-7=-17860/8999,7-8=-16749/8507,8-1 0=-1 6334/8320,10-11=-5740/2962,
11-12=-2384/1204
BOT CHORD 2-23=-4828/9471,22-23=-4915/9633,21-22=-5789/11408,20-21=-7554/15025,
19-20=-8626/17217,18-19=-8952/17873,8-18=-179/290,16-17=-287/579,
15-16=-1161/2288,14-15=-522/1051 `%%J11111///j
WEBS 4-22=-1681/3575,16-18=-2811/5536,10-18=-5552/10976,10-16=-3812/2234, , �`�US LF,,I��
11-1 6=-2034/4021,11-15=-1431/909,12-15=-1044/2086,12-14=-2955/1458, �� �j
3-23=-504/334,3-22=-1098/2149,7-18=-1190/527,4-21=-1887/3939,5-21=-1295/830, ,�� .•'�G E N g'•.
6-19=-366/763,5-20=-1148/2405,6-20=-638/481 �� •' F
NOTES- No 34869
1)3-ply truss to be connected together with 1 Od(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. '��• O R Q Q;••��,�
3)Unbalanced roof live loads have been considered for this design. Sl •.••••••.••• �,�
4)11;Exp C;Encl.,:ASCE 1GCpi Ito 180 MWFRS(directional);cantilever left andDr right posed D umber DOL1 1 60 plate grip OL=1 607ft;cat. ����S�O N A\�0%
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. Julius Lee PE No.34869
6)Provide adequate drainage to prevent water ponding. MiTek USA,Inc.FL Cert 6634
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd.Tampa FL 33610
8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Date:
will fit between the bottom chord and any other members. April 20,2021
( li8pf%dmgift6s2for truss to truss connections.
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
T23614561
2733886 Al2 ROOF SPECIAL GIRDER 1 q
J Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:09 2021 Page 2
ID:kDoExOCUktTSrn9GXN8bjgy45C6-teZJppwJO81 R6ROSuhmX3JhzvJgdNemsG53pVlzQ6C8
NOTES-
10)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.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)14=1514,2=1458.
12)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines.
13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)379 lb down and 392 lb up at 7-0-0 on top chord,and 297 lb down
and 118 lb up at 7-1-7 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-54,4-11=-54,11-12=-54,12-13=-54,2-22=-20,18-22=-20,14-17=-20
Concentrated Loads(lb)
Vert:4=-190(B)9=-107(B)1 1=-107(B)12=-42(B)22=-285(B)10=-107(B)16=-57(B)15=-57(B)21=-72(B)5=-92(B)24=-92(B)25=-92(B)27=-92(B)28=-92(B)
29=-92(B)30=-92(B)31=-1 07(B)32=-1 07(B)33=-1 07(B)34=-72(B)35=-72(B)36=-72(B)37=-72(B)38=-72(B)39=-72(B)40=-57(B)41=-57(B)42=-57(B)
43=-57(B)44=-140(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
T23614562
2733886 B2 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:23 2021 Page 1
I D:kDoExOCU ktTSrn9GXN8 bjgy45C6-TKQcic55j RoSoaS8idOpd G G KkyYJf_WwVH SYzUzQ6Bw
6-6-0 13-6-0 20-6-0 25-2-0
6-6-0 7-0-0 7-0-0
5x8= Scale=1:45.0
2x4 11 5x8=
6.00 12 12 2 13 14 3 15 4
3x6
5
4x6 i
1
oi ao
0
m
ro
oi 9
v
11 10 16 9 8 17 7 6
3x6 11 3x4= 3x8= 3x6= 3x4= 3x6 11
6-6-0 13-6-0 20-6-0 25-2-0
6-6-0 7-0-0 7-0-0 4-8-0
Plate Offsets(X,Y)-- [2:0-6-0,0-2-8],[4:0-6-0,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.07 7-9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.13 7-9 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.05 9 >999 240 Weight:162 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-11-11 oc bracing:9-10.
REACTIONS. (size) 11=Mechanical,6=Mechanical
Max Horz 11=-121(LC 10)
Max Uplift 11=-430(LC 12),6=-446(LC 12)
Max Grav 11=1108(LC 17),6=1084(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-996/548,2-3=-1057/703,3-4=-1057/703,4-5=-768/448,1-11=-1010/598,
5-6=-1026/605
BOT CHORD 9-10=-429/894,7-9=-316/635
WEBS 2-10=-205/253,2-9=-193/390,3-9=-434/422,4-9=-348/622,4-7=-375/354,
1-10=-384/871,5-7=-426/865
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;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(2E)0-1-12 to 6-1-12,Interior(1)6-1-12 to 6-6-0,Exterior(2R) �`�US LF
6-6-0 to 14-11-13,Interior(1)14-11-13 to 20-6-0,Exterior(2E)20-6-0 to 25-0-4 zone;cantilever left and right exposed;C-C for ,� �
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� .• �,EN**
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •• F•�•,
to the use of this truss component. N 0 34869
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
jP/
7)Refer to girder(s)for truss to truss connections. 44/ Z
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� ,• �C/,4%
11=430,6=446. , O R,Q P;*N
s• �
�ONA;E��ItO �.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614563
2733886 B3 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:24 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-xWz_zy6jUlwJPkl LGLY2ATpYULoGOP83jxC5WWzQ6Bv
4-6-0 10-6-0 16-6-0 22-6-0 25-2-0
4-6-0 6-0-0 6-0-0 6-0-0
Scale=1:43.2
3x6=
4x4=
3x4= 3x4=
6.00 12 4x4=
2 14 3 4 15 16 17 5 6
3x4
7
3x6 i
1
m
0
oi
ap N
N
V
13 12 18 19 11 10 20 9 8
3x6 3x8= 3x4= 3x6= 3x8= 3x6 11
4-6-0 13-6-0 22-6-0 25-2-0
4-6-0 9-0-0 9-0-0 2-8-0
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.16 11-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.28 11-12 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.05 11 >999 240 Weight:159 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 5-9
REACTIONS. (size) 13=Mechanical,8=Mechanical
Max Horz 13=-78(LC 10)
Max Uplift 13=-430(LC 12),8=-446(LC 12)
Max Grav 13=1088(LC 17),8=1062(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-883/469,2-3=-777/487,3-5=-1223/665,5-6=-508/319,6-7=-570/306,
1-13=-1048/572,7-8=-1088/564
BOT CHORD 11-12=-646/1189,9-11=-588/1088
WEBS 3-12=-605/338,5-11=-36/323,5-9=-829/489,1-12=-410/900,7-9=-442/926
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 4-6-0,Exterior(2R)4-6-0 to 12-11-13,Interior(1)
12-11-13 to 22-6-0,Exterior(2E)22-6-0 to 25-0-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ``t1111111111j�
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. `�` .•'��,E N S'• �i�
4)Provide adequate drainage to prevent water ponding. •• F•••, ��
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 34869 �
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
13=430,8=446.
1ONA;E"0%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614564
2733886 B4 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:27 2021 Page 1
I D:kDoExOCU ktTSrn9GXN8bjgy45C6-L5f7 bz8cmg ItGCmvxT51 o6 ROmZtm bg2V PvQl6 FzQ6Bs
2-6-0 10-1-4 17-6-12 25-2-0
2-6-0 7-74 7-5-8 7-74
Scale=1:43.5
6.00 12 4x6= 5x6= 3x4= 3x6=
2 3 12 13 4 14 5
3x4 i
1
11 10 9 8 7 6
3x6 11 3x8= 3x4= 3x6= 3x6= 3x6 11
2-6-0 10-1-4 17-6-12 25-2-0
2-6-0 7-7-4 7-5-8 7-7-4
Plate Offsets(X,Y)-- [3:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.09 6-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.19 6-7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.08 7-9 >999 240 Weight:149 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 3-10,5-7
REACTIONS. (size) 6=Mechanical,11=Mechanical
Max Horz 11=64(LC 12)
Max Uplift 6=448(LC 12),11=-428(LC 12)
Max Grav 6=920(LC 1),11=920(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-548/331,2-3=486/346,3-4=-1272/775,4-5=-1131/631,5-6=-853/566,
1-11=-924/541
BOT CHORD 9-10=-780/1270,7-9=-631/1131
WEBS 3-10=-926/511,4-7=-520/462,5-7=-723/1293,1-10=454/820
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 2-6-0,Exterior(2R)2-6-0 to 10-11-13,Interior(1)
10-11-13 to 25-0-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ``t1111111111j�
DOL=1.60 plate grip DOL=1.60 �� X)`SUS �F 'r
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,� ..�j
to the use of this truss component. `�` .•'�C,ENS'• �i�
3)Provide adequate drainage to prevent water ponding. •' F•'•, �.0
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 34869
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) cc
6=448,11=428.
'#,._4Il`S;O N A;
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614565
2733886 B5 Flat Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:30 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-mgLFD?AU3bhS7fVUcbeSQk3W I msLo7dy6sfQjazQ6Bp
6-4-6 12-7-0 18-9-10 25-2-0
64-6 6-2-10 6-2-10 6-4-6
Scale=1:42.7
NAILED NAILED NAILED NAILED NAILED
5x6= NAILED NAILED 3x4 NAILED NAILED 2x4 4x6= NAILED 3x4= NAILED NAILED 5x6=
1 12 13 14 2 15 16 17 18 3 19 20 4 21 5 22 23 24 6
aD ILO 10 H ILO 10 7 U LED 10 aD H ILO
11 25 26 27 10 28 29 30 9 31 32 33 8 34 35 36 7
4x6 II NAILED NAILED NAILED 5x6= NAILED NAILED 5x8= NAILED NAILED 5x6= NAILED NAILED 4x6 11
NAILED NAILED NAILED
6-4-6 12-7-0 18-9-10 25-2-0
64-6 6-2-10 6-2-10 6-4-6
Plate Offsets(X,Y)-- [7:Edge,0-3-8],[9:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.15 9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.29 8-9 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.70 Horz(CT) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.22 9 >999 240 Weight:159 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins,
BOT CHORD 2x4 SP No.1 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing.
1-10,2-9,5-9,6-8:2x4 SP No.2 WEBS 1 Row at midpt 1-10,6-8
REACTIONS. (size) 11=Mechanical,7=Mechanical
Max Uplift 11=-1041(LC 8),7=-1019(LC 8)
Max Grav 11=1997(LC 25),7=1954(LC 25)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-11=-1863/1089,1-2=-2844/1485,2-3=-3701/1927,3-5=-3701/1927,5-6=-2840/1483,
6-7=-1833/1062
BOT CHORD 9-10=-1485/2844,8-9=-1483/2840
WEBS 1-1 0=-1684/3206,2-10=-1243/976,2-9=-534/984,3-9=-668/620,5-9=-539/988,
5-8=-1243/974,6-8=-1682/3204
NOTES-
1)Wind:ASCE 7-16;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)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,�� �`SUS �F
to the use of this truss component. �� ♦♦j
3)Provide adequate drainage to prevent water ponding. `�� ••• C,E N S• ♦i♦
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• F••••
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 34869
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
11=1041,7=1019. t
8)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. o �(J
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O••
4�
LOAD CASE(S) Standard ♦♦♦ •• 0 R
••1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 is/0 •�`,���
A
Uniform Loads(plf) .,lli,N
Vert:1-6=-54,7-11=-20 Rill
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
Continued on page 2
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
T23614565
2733886 B5 Flat Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:30 2021 Page 2
I D:kDoExOCUktTSrn9GXN8bjgy45C6-mgLFD?AU3bhS7fVUcbeSQk3W I msLo7dy6sfQjazQ6Bp
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:12=-107(F)13=-107(F)14=-107(F)15=-107(F)16=-107(F)18=-107(F)19=-107(F)20=-107(F)21=-107(F)22=-107(F)23=-107(F)24=-107(F)25=-57(F)
26=-57(F)27=-57(F)28=-57(F)29=-57(F)30=-57(F)31=-57(F)32=-57(F)33=-57(F)34=-57(F)35=-57(F)36=-57(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
T23614566
2733886 C1 Common Girder 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:32 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-i3SOehCkbCxANzftkOhwV98v1 accG_H EZA8WoTzQ6Bn
1-0-0 4-11-15 9-6-0 14-0-1 18-0-111,0
1-0-0 4-11-15 4-6-1 4-6-1 4-1
4x4 11 Scale=1:36.0
4
6.00 12
3x4 G 3x6
3 5
6
2
I9
9
0
e e 9 10 11 8 12 13 7 14 15 e e
ST1.5x8 STP= 2x4 HTU26 7x10— HTU26 HTU26 3x6 11 HTU26 HTU26 ST1.5x8 STP=
3x8 3x8
HTU26
4-11-15 9-6-0 14-0-1 18-11-0
4-11-15 4-6-1 4-6-1 4-10-15
Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[7:0-4-4,0-1-8],[8:0-5-0,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.11 8-9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.21 8-9 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.88 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 8-9 >999 240 Weight:209 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins.
BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-6-10,2=0-7-10
Max Horz 2=220(LC 7)
Max Uplift 6=-2239(LC 8),2=-1774(LC 8)
Max Grav 6=4558(LC 2),2=3318(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-6743/3473,3-4=-5481/2874,4-5=-5484/2876,5-6=-8012/3991
BOT CHORD 2-9=-2989/5897,8-9=-2989/5897,7-8=-3450/7042,6-7=-3450/7042
WEBS 4-8=-2367/4602,5-8=-2703/1234,5-7=-968/2501,3-8=-1214/708,3-9=-495/1055
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ,,�� �L�U.S c �I�
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �� • `� ��j
3)Unbalanced roof live loads have been considered for this design. 0,�� •••�G E N S+••.
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �� •• F ��
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 N 34869 •
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 17
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O•%6=2239,2=1774. 'oi '� Q
9)Use Simpson Strong-Tie HTU26(20-1 Od Girder,20-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 7-0-12 from the left end to ��j� 0 R�V•••
ace of bottom chord.
10)Use Simpsoconnect n s)to back f Strong-Tie (0-1 Od Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 9-0-12 from the left end to ON 00",
connect truss(es)to back face of bottom chord. ,18111 111 11
11)Use Simpson Strong-Tie HTU26(20-16d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 11-0-12 from the left end to Julius Lee PE No.34869
connect truss(es)to back face of bottom chord. MiTek USA,Inc.FL Cert 6634
12)Use Simpson Strong-Tie HTU26(20-10dx1 1/2 Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc 6904 Parke East Blvd.Tampa FL 33610
max.starting at 13-0-12 from the left end to 15-0-12 to connect truss(es)to back face of bottom chord. Date:
13)Use Simpson Strong-Tie HTU26(20-1 Od Girder,14-10dx1 1/2 Truss)or equivalent at 16-7-4 from the left end to connect truss(es) April 20,2021
ContdmlJWC6rf*QIig6f37ottom chord.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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
T23614566
2733886 C1 Common Girder 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:32 2021 Page 2
ID:kDoExOCUktTSrn9GXN8bjgy45C6-i3SOehCkbCxANzftkOhwV98v1 accG_H EZA8WoTzQ6Bn
NOTES-
14)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-54,4-6=-54,2-6=-20
Concentrated Loads(lb)
Vert:10=-1865(B)11=-900(B)12=-900(B)13=-900(B)14=-882(B)15=-880(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
T23614567
2733886 C2 COMMON 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:35 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-6e88GiEdu7JIEQNSP8Ed7nmM7nXDTVghF8MBOnzQ6Bk
10-10-8
-1-0-0 5-10-4 8-1-8 8 5-1 9-6-0 10-6-3 13-1-12 18-11-0
1-0-0 5-10-4 2-3-0 -4- 1-0-3 1-0-3 -4 2-3-4 5-9-4
3x6= Scale=1:36.0
3x8= 5
3x8=
4 6
6.00 12 2x4 1q 2x4 II
3 7
13
12 15
8
2
LO
I9
0
11 10 9 c
ST1.5x8 STP= 2x4 11 3x8 MT20HS—2x4 11 ST1.5x8 STP=
46= 3x6=
5-10-4 13-1-12 18-11-0
5-104 7-3-8 5-9-4
Plate Offsets(X,Y)-- [5:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.41 9-11 >537 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.62 9-11 >352 240 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.24 2-11 >898 240 Weight:74 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins.
BOT CHORD 2x4 SP M 31*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
8-10:2x4 SP No.1
WEBS 2x4 SP No.2
REACTIONS. (size) 8=0-7-0,2=0-7-10
Max Horz 2=222(LC 11)
Max Uplift 8=-275(LC 12),2=-380(LC 12)
Max Grav 8=951(LC 19),2=1026(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1598/673,3-4=-1245/717,4-5=-500/1066,5-6=-481/1076,6-7=-1240/731,
7-8=-1590/687
BOT CHORD 2-11=-459/1325,9-11=-459/1325,8-9=-459/1325
WEBS 4-6=-2440/1360,7-9=0/542,3-11=0/547
NOTES-
I)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ``tI1111111111
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-6-0,Exterior(2R)9-6-0
to 15-6-0,Interior(1)15-6-0 to 18-7-8 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 `�� .•'�G E N,9
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •• F•••,
to the use of this truss component. No 34869
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
jP/
7)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-6 44/ Z
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-11 �� ,• �C/,4%
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O R,Q P;���,�
8=275,2=380. s•'••.••••.•`••
10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 1ON A;1
0
"0,,
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614568
2733886 C3 COMMON 6 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:41 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-xoVPXmJOTz3uyLrcmPL1 M200aCamtDTZd4pVcRzQ6Be
10-10-8
-1-0-0 5-10-4 8-1-8 8 5-1 9-6-0 10-6-3 13-1-12 19-0-0 20-0-0
1-0-0 5-10-4 2-3-4 4- 1-0-3 1-0-3 -4- 2-3-0 5-10-4 1-0-0
Scale=1:34.6
3x6=
3x8— 5
3x8=
4 6
6.00 F12 2x4 II 2x4 II
3 7
14 15
oi
13 16
2 8
9 to
12 11 10 s
ST1.5x8 STP= 2x4 I I 3x8 MT20HS=2x4 I I ST1.5x8 STP=
4x6= 4x6=
5-10-4 13-1-12 19-0-0
5-10-4 7-3-8 5-10 4
Plate Offsets(X,Y)-- [5:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.41 10-12 >536 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.63 10-12 >351 240 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.24 8-10 >909 240 Weight:76 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-5-14 oc purlins.
BOT CHORD 2x4 SP M 31*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
8-11:2x4 SP No.1
WEBS 2x4 SP No.2
REACTIONS. (size) 2=0-7-10,8=0-7-10
Max Horz 2=228(LC 11)
Max Uplift 2=-377(LC 12),8=-377(LC 12)
Max Grav 2=1028(LC 18),8=1028(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1598/666,3-4=-1246/711,4-5=-469/1070,5-6=-471/1075,6-7=-1243/710,
7-8=-1592/664
BOT CHORD 2-12=-388/1339,10-12=-388/1339,8-10=-388/1339
WEBS 4-6=-2439/1300,7-10=0/539,3-12=0/549
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ``�11111111I�,,'
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-6-0,Exterior(2R)9-6-0 �� �`.�us LF
to 15-6-0,Interior(1)15-6-0 to 20-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions �j
shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� .•• G E N S• �i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F•�••
to the use of this truss component. No 34869
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. t
7)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-6 �(J
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-12 .*� ••
4
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i� O R`Q Q;••��,
2=377,8=377. •••••
10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. S�• •�` �
.,,� �
O N A���00.1
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614569
2733886 C4 Common Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:05:43 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-tAdAyRLe?bJcBf tgNVRT5ssOTxL9gs5OlchKzQ6Bc
1-0-0 9-6-0 19-0-0 20-0-0
1-0-0 9-6-0 9-6-0 1-0-0
4x6= Scale=1:37.3
6
5 7
6.00 12
4 8
20 21
3 9
2 10
"Io
3x4= 19 16 17 16 1514 13 12 3x4=
3x6=
19-0-0
19-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.00 11 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.00 11 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:93 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 19-0-0.
(lb)- Max Horz 2=-228(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)18,13 except 2=-125(LC 12),17=-103(LC 12),19=-149(LC 12),
15=-103(LC 12),12=-149(LC 12),10=-125(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2,16,17,18,15,13,10 except 19=297(LC 17),12=295(LC
18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 5-6=-99/326,6-7=-99/326
WEBS 3-19=-215/404,9-12=-214/404
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;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)and C-C Corner(3E)-1-0-0 to 5-0-0,Exterior(2N)5-0-0 to 9-6-0,Corner(3R)9-6-0
to 15-6-0,Exterior(2N)15-6-0 to 20-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60 ,��
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry J`fjV S `�
�� •••.• I�
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �� .•'�G E N S•• �i�
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��� F•••. ��
to the use of this truss component. N 34869
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r
9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O
will fit between the bottom chord and any other members.
T••.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)18,13 except i� ,f�
(jt=lb)2=125,17=103,19=149,15=103,12=149,10=125. ` 0 R,
ON
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614570
2733886 CA Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:03 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-11 gk9HaBlkrnbkWg21 kBFhwHc4JD1 DfohV8fOAzQ6Bl
-1-0-0 1-0-0
1-0-0 1-0-0
Scale=1:7.2
3
6.00 12
oi 2 'o
0
0
u�
0
1
Qo 4
�o
Qo Q°o
2x4=
ST1.5x8 STP=
1-0-0
1-0-0
Plate Offsets(X,Y)-- [2:0-0-15,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 0.13 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 FBC2020/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 12)
Max Uplift 3=-8(LC 1),2=-139(LC 12)
Max Grav 3=23(LC 12),2=128(LC 17),4=18(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;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(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) �
2=139. 1:' E No
34869
=-p: :cc
fill
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614571
2733886 CJ2 Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:05 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-EPyUZzcRgL5Ug2gD9SnfK6OdZt_hV6859pdmS2zQ6BG
-1-0-0 1-0-0
1-0-0 1-0-0
Scale=1:7.2
3
6.00 12
N
2 d
M
N
4 O
1 Io
A°
�0 3.70 F12
3x4
ST1.5x8ISTP=
Plate Offsets(X,Y)-- [2:0-0-11,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 0.17 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 FBC2020/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 2-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=61(LC 12)
Max Uplift 3=-12(LC 9),2=-127(LC 12)
Max Grav 3=15(LC 8),2=125(LC 17),4=18(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `� • ��j
capacity of bearing surface. .••�G E N S+••
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) �� •• F•••. ��
2=127.
34869
fit A
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614572
2733886 CJ3 Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:12 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-Xlt81 MhgAVzVA6iZ4QP16booOiMGeHt7mPgeC8zQ6B9
-1-0-0 3-0-0
1-0-0 3-0-0
Scale=1:12.2
3
6.00 F12
oi ro
0
M
N
2
1
4
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 L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 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 FBC2020/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 12)
Max Uplift 3=-56(LC 12),2=-146(LC 12)
Max Grav 3=72(LC 17),2=191(LC 17),4=52(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;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(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 5)Refer oetween the girder(s)forottom tru s toord tru trussd any other connections.members. ```%%N 1'v S ��I'',,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) �� F .j
2=146. �� G'E'N S• ��i
34869
•
40R\QP'. N
• �C?
0 O N A'�`,0�.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614573
2733886 CJ4 Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:20 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-I I M9j5nrly_M7LJ5Y5YARH76mw57VvsJ bem3UgzQ6B 1
1-0-0 3-0-0
1-0-0 3-0-0
Scale=1:12.2
3
6.00 12
oi
4
2
N
O
1
3.70 F12
0` 0`
ST1.5xB STP—
3x4
Plate Offsets(X,Y)-- [2:0-0-11,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 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 FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:12 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=115(LC 12)
Max Uplift 3=-60(LC 12),2=-142(LC 12)
Max Grav 3=73(LC 17),2=189(LC 17),4=52(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;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(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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. ,``%%J 111111111
5)Refer to girder(s)for truss to truss connections. ,,� N S �F I,
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,�
capacity of bearing surface. ,�� .•'��,E N g'• �i�
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) �� •• F•�••
2=142. No 34869
1ON A �%0%%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614574
2733886 CJ6 Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:22 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-EgUv8np6paE4NfrUfwaeW iDM WkkgzpMb3yFAZZzQ6B?
1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:19.5
3
6.00 12
cb
M
u7
N
N
Y
2
1
o° 3.70 F12
6x8
ST1.5x8 STP—
Plate Offsets(X,Y)-- [2:0-4-14,0-2-1]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.03 2-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.06 2-4 >969 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:21 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.
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=169(LC 12)
Max Uplift 3=-130(LC 12),2=-153(LC 12)
Max Grav 3=148(LC 17),2=260(LC 17),4=92(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 &w S
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. `� .•' C,ENS• i�
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify F•••,
capacity of bearing surface. NO 34869
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
3=130,2=153.
•
,S,O N A�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614575
2733886 D1 Common Girder 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:24 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-B3bgZTq MLBUocydtnxc7c71 pXXNkRYVuWGkHcSzQ6Az
1-0-0 3-3-15 6-2-0 9-0-1 12-4-0 13-4-0
1-0-0 3-3-15 2-10-1 2-10-1 3-3-15 1-0-0
4x4= Scale=1:26.1
4
6.00 F12
3x6 i 3x6
3 5
6
2
LJ
7 Io
10 9 11 8 12 a�
3x6 11 6x8= HGUS26-3 3x6 I
ST1.5x8 STP= ST1.5x8 STP=
3x8 HTU26 HTU26 3x8
3-3-15 6-2-0 9-0-1 12-4-0
3-3-15 2-10-1 2-10-1 3-3-15
Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[6:0-1-12,0-1-8],[8:0-4-4,0-1-8],[9:0-4-0,0-4-4],[10:0-4-4,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.05 8-9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.10 8-9 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.66 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.08 8-9 >999 240 Weight:139 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 cc purlins.
BOT CHORD 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,6=0-7-10
Max Horz 2=156(LC 7)
Max Uplift 2=-1155(LC 8),6=-2334(LC 8)
Max Grav 2=2105(LC 1),6=4358(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3738/1909,3-4=-4137/2200,4-5=-4131/2197,5-6=-6759/3487
BOT CHORD 2-10=-1579/3240,9-10=-1579/3240,8-9=-2968/5902,6-8=-2968/5902
WEBS 4-9=-1819/3477,5-9=-2582/1354,5-8=-1288/2568,3-9=-540/622,3-10=-452/315
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 cc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 cc.
Webs connected as follows:2x4-1 row at 0-9-0 cc. ``i1,111111111,1
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 ,`�� �`�U.S c �I�
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. % S
��j
3)Unbalanced roof live loads have been considered for this design. •••�(,E N ••. �i�
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �� •• F �.0
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 34869
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 'fl •c
will fit between the bottom chord and any other members. 0
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=1155,6=2334. O R`Q P,.•��,�
9)Use Simpson Strong-Tie HGUS26-3(20-10d Girder,8-10d Truss)or equivalent at 7-2-4 from the left end to connect truss(es)to •
front face of bottom chord. sis/�•�•• �•�` ���
10)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 9-0-12 from the left end to �ON A�
connect truss(es)to front face of bottom chord.
11)Use Simpson Strong-Tie HTU26(20-10d Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 11-0-12 from the left end to Julius Lee PE No.34869
connect truss(es)to front face of bottom chord. MiTek USA,Inc.FL Cert 6634
12)Fill all nail holes where hanger is in contact with lumber. 6904 Parke East Blvd.Tampa FL 33610
Date:
LOAD CASE(S) Standard April 20,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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
T23614575
2733886 D1 Common Girder 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:24 2021 Page 2
ID:kDoExOCUktTSrn9GXN8bjgy45C6-B3bgZTq MLBUocydtnxc7c7l pXXNkRYVuWGkHcSzQ6Az
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-54,4-7=-54,2-6=-20
Concentrated Loads(lb)
Vert:8=-1294(F)11=-2805(F)12=-1356(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
T23614576
2733886 D2 Common 3 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:25 2021 Page 1
I D:kDoExOCU ktTSrn9GXN8bjgy45C6-fF92m pr_6VcfE6C3 Ke8M8 KrvUxizA8T2lwTq 9uzQ6Ay
-1-0-0 6-2-0 12-4-0 13 4-0
1-0-0 6-2-0 6-2-0
4x6= Scale=1:25.7
3
8 9
6.00 F12
ci
2
7 op
5 Io
6• @
a a. 6 c Q
ST1.5xB STP= 2x4 ST1.5x8 STP=
4x6= 4x6=
6-2-0 12-4-0
6-2-0 6-2-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.03 4-6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.06 4-6 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.06 4-6 >999 240 Weight:47 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,4=0-7-10
Max Horz 2=-156(LC 10)
Max Uplift 2=-303(LC 12),4=-303(LC 12)
Max Grav 2=504(LC 1),4=504(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-589/590,3-4=-589/589
BOT CHORD 2-6=-303/467,4-6=-303/467
WEBS 3-6=-29/275
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;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(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 6-2-0,Exterior(2R)6-2-0
to 12-0-3,Interior(1)12-0-3 to 13-4-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60 ,tt,1111111//,�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� .•• G•E•N S• �i�
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 •• F•�•,
will fit between the bottom chord and any other members. 34869
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=303,4=303.
•
N N,li
�,,��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614577
2733886 D3 Common Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:34 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-u_CSftyd?GINpVOoM 1 oTOEjb9Zu2n D4M pg9ortzQ6Ap
1-0-0 6-2-0 12-4-0 13-4-0
1-0-0 6-2-0 6-2-0 1-0-0
Scale=1:23.6
4x6=
5
16
15
6.00 F12 4 6
oi
3
q� 8
4 2
ao
9 Y
0
3x4= 14 13 12 11 10 3x4=
12-4-0
12-4-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 9 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 9 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:55 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 12-4-0.
(lb)- Max Horz 2=-156(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)14,10 except 2=-123(LC 12),8=-123(LC 12),13=-106(LC 12),
11=-106(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2,8,12,13,14,11,10
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 4-13=-143/272,3-14=-141/268,6-11=-142/271,7-10=-140/267
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;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)and C-C Corner(3E)-1-0-0 to 5-0-0,Exterior(2N)5-0-0 to 6-2-0,Corner(3R)6-2-0
to 12-4-0,Exterior(2N)12-4-0 to 13-4-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �`�U S
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�
to the use of this truss component. `�� .•'\G E N
5)All plates are 2x4 MT20 unless otherwise indicated. �� •• F•••,
6)Gable requires continuous bottom chord bearing. No 34869
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)*This truss has been 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.
jP/
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,10 except 44/
(jt=lb)2=123,8=123,13=106,11=106.
S
1ONA;
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614578
2733886 EJ5 Jack-Open 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:38 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-mlSzVF?82UFpH6hZbftPA4t89BBRj2JykR706ezQ6Al
1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:17.2
3
6.00 12
m
0
o�
N
N
2
1
4
4°
3x4—
ST1.5x8 STP—
5-0-0
5-0-0
Plate Offsets(X,Y)-- [2:0-4-7,0-0-7]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.03 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 FBC2020/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 12)
Max Uplift 3=-126(LC 12),2=-157(LC 12)
Max Grav 3=147(LC 17),2=261(LC 17),4=92(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;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(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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
5)Refer oegirder(s)fortween the otru stottom otru srd n onne tons.d any other members. ,,`�;11US1��1,,,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� ��j
3=126,2=157. �� G E N S+• �i�
No 34869
4S/ON A �"0%%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614579
2733886 EJ7 Jack-Open 18 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:48 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-Uh2lbg7PiZVOUeSUB_2laB1 pQDVQ3ZoQ 1?YYT3zQ6Ab
1-0-0 7-0-0
1-0-0 7-0-0
3 Scale=1:24.9
6.00 12 5
oi m
� o
u A
M
2
1
6•
G 2°
4x6= 4
ST1.5x8 STP=
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-0-0,0-0-9]
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 0.83 Vert(LL) -0.08 2-4 >983 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.18 2-4 >438 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 2-4 >499 240 Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-10-4 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 12)
Max Uplift 3=-166(LC 12),2=-174(LC 12)
Max Grav 3=201(LC 17),2=335(LC 17),4=121(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;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(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 6-11-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 d any other
5)Refer between
r ogirder(s)forottom tru stoord tru truss members.
connections.
US�L� ,,��j
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
3=166,2=174. �� G E N
No 34869
4S/ON A �"0%%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614580
2733886 EJ52 Jack-Open 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:39 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-Ey?LibOmpoNgvGGl9bOejHQFjaMgSVZ6z5sZe4zQ6Ak
1-0-0 2-7-10 7-0-0
1-0-0 2-7-10 4-4-6
4 Scale=1:24.9
6.00 12 7
op
0
N
Oi
V)
M
3
x =
2 0
1
6•
6 2 6
4x4= 2x4 11
ST1.5x8 STP=
2-7-10 7-0-0
2-7-10 4-4-6
Plate Offsets(X,Y)-- [2:0-0-15,0-0-9],[3:0-7-4,0-3-3]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.12 6 >687 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.23 6 >343 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.15 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-R Wind(LL) 0.32 6 >245 240 Weight:26 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied.
3-6:2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=225(LC 12)
Max Uplift 4=-141(LC 12),2=-169(LC 12),5=-14(LC 12)
Max Grav 4=185(LC 17),2=344(LC 17),5=119(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;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(2E)-1-0-0 to 5-0-0,1nterior(1)5-0-0 to 6-11-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 J`fIV S `F
5)Refer to girder(s)for truss to truss connections. •• �j
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) ,�� •'�G E Ns••. ���
4=141,2=169.
N 34869
♦ O•
I �
ln11
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614581
2733886 EJ53 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:41 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-BK757H 1 OLPdN9aQ8GOQ6oiVfkOD8wP30QPLgjzzQ6Ai
-3-0-0 5-0-0
3-0-0 5-0-0
Scale=1:22.0
4
6x8 i 6
6.00 12 3
oi co
M �
N
19
2
6° 6x8=
6° Q.
2x4= 5
1 ST1.5x8 STP=
5-0-0
5-0-0
Plate Offsets(X,Y)-- [2:0-0-1,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.03 2-5 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-5 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 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.
SLIDER Left 2x4 SP No.3 A 2-6-5
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=254(LC 12)
Max Uplift 4=-67(LC 9),2=-394(LC 12)
Max Grav 4=90(LC 17),2=427(LC 17),5=92(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;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(2E)-3-0-0 to 3-0-0,1nterior(1)3-0-0 to 4-11-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. `��
5)Refer to girder(s)for truss to truss connections. INN F �j
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) ,�� G•E•N S
2=394. : F•' �i
34869
ft
�0 4OR\QP'. ��,�
•OC?
*018111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614582
2733886 EJ54 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:42 2021 Page 1
I D:kDoExOCU ktTSrn9GXN8 bjgy45C6-fXhTKd2f6j I Emj?KgjxLKw2 r7oZ6frJYf35DFPzQ6Ah
1-0-0 2-0-0 7-0-0
1-0-0 2-0-0 5-0-0
4 Scale:1/2"=l'
6.00 12 7
w
0
N
M
N
M
3
2x4
0
2 x II q
1
2x4=
6
3x6 11
2-0-0 7-0-0
2-0-0 5-0-0
Plate Offsets(X,Y)-- [3:0-0-15,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.02 3-5 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.05 3-5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-R Wind(LL) 0.03 3-5 >999 240 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*Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-6:2x4 SP No.3
REACTIONS. All bearings Mechanical except Qt=length)2=2-7-10,6=2-7-10.
(lb)- Max Horz 2=225(LC 12)
Max Uplift All uplift 100 lb or less atjoint(s)2 except 4=-117(LC 12),6=-222(LC 12)
Max Grav All reactions 250 lb or less at joint(s)4,2,5 except 6=417(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-470/217
BOT CHORD 3-6=-457/645
NOTES-
1)Wind:ASCE 7-16;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(2E)-1-0-0 to 5-0-0,1nterior(1)5-0-0 to 6-11-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 S��
will fit between the bottom chord and any other members. `�� .•• c',E N S•
5)Refer to girder(s)for truss to truss connections. F•••,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) No 34869
4=117,6=222.
. •
,S,ON A�
11
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614583
2733886 EJ71 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:50 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-Q3AVOM8gDAm6kycsl P4DfcN87OC3XSajVJ 1 fXxzQ6AZ
1-0-0 6-2-0
1-0-0 6-2-0 0-10-0
4x4= Scale:1/2"=1'
3 4
7
6.00 12
m
0
A ro
19
N
2
1
Q. d 6
ST1.5x8 STP= 2x4 11 5
4x4=
3-7-3 6-2-0 7-0-0
3-7-3 2-6-13 0-10-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.10 2-6 >832 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.20 2-6 >402 240
BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.13 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.24 2-6 >332 240 Weight:29 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.
3-4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=179(LC 12)
Max Uplift 4=-5(LC 12),2=-195(LC 12),5=-130(LC 12)
Max Grav 4=101(LC 3),2=335(LC 17),5=189(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-6=-135/369
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;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(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 6-2-0,Exterior(2E)6-2-0
to 6-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific %%J 1 1 111 1 111 11I11�'
to the use of this truss component. �`�U S �F I�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � �
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `� .•• C,E N S• i�
will fit between the bottom chord and any other members. F•••,
6)Refer to girder(s)for truss to truss connections. No 34869
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb)
2=195,5=130.
•
4.
i
,S,O N A�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614584
2733886 EJ72 Jack-Open 8 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:53 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-geseeNBYW58gbQLRzXewH E?hOEGxkq 19BH FJ8GzQ6AW
1-0-0 7-0-0
1-0-0 7-0-0
Scale=1:23.3
3
6.00 12 5 0
M
u)
M
2
1 o° 3.70 F12
6°
2° p°
5x6
ST1.5x8 STP=
Plate Offsets(X,Y)-- [2:0-5-3,0-1-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.03 2-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 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 FBC2020/TP12014 Matrix-SH Wind(LL) 0.07 2-4 >999 240 Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x6 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 12)
Max Uplift 3=-157(LC 12),2=-174(LC 12)
Max Grav 3=182(LC 17),2=335(LC 17),4=133(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 6-11-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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. ,``%J 1111111111,,
5)Refer to girder(s)for truss to truss connections. ,`� �`JU S �F I'0
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify % S
��j
capacity of bearing surface. .••�G E N •• �i�
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : •• F•••• �.0
3=157,2=174.
34869
=-U: •cc
/11111�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614585
2733886 G1 Half Hip Girder 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:54 2021 Page 1
I D:kDoExOCU ktTSrn9GXN8bjgy45C6-Iq POsjCAH PGXCZweXE99pSYxsdYeT5KJ Qx?sg izQ6AV
1-0-0 6-3-0 10-3-10 14-8-0
1-0-0 6-3-0 4-0-10 4-4-6
Scale=1:26.7
4x4= 3x4— 5x8—
3 4 9 5
6.00 12
CT
Li-
8 10 11 7 6x8—12 13 a
ST1.5x8 STIR 6x8= HTU26 HTU26 HTU26 6
=
3x8 HTU26 ST1.5x8 STP=
3x8 11
6-3-0 10-3-10 14-8-0
6-3-0 4-0-10 4-4-6
Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[7:0-3-8,0-4-4],[8:0-3-8,0-4-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.06 7-8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.11 7-8 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.83 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.09 7-8 >999 240 Weight:178 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
5-6:2x8 SP 240OF 2.0E
REACTIONS. (size) 6=0-7-10,2=0-7-10
Max Horz 2=210(LC 21)
Max Uplift 6=-1775(LC 8),2=-1187(LC 8)
Max Grav 6=3496(LC 1),2=2218(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4349/2189,3-4=-3856/2037,4-5=-3606/1854,5-6=-2780/1464
BOT CHORD 2-8=-2000/3775,7-8=-1854/3606
WEBS 3-8=-842/1724,4-8=-235/485,4-7=-390/316,5-7=-2244/4356
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. tt%111 t 111I/1�'
Webs connected as follows:2x4-1 row at 0-9-0 oc. �UU
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. ,�� G•E•N S' �i�
3)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. •• F•�•, ��
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 : 34869 0
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 4%
will fit between the bottom chord and any other members. 0•', �(/
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i O R`Q
6=1775,2=1187.
Use Simpson
9) truss(es) front neface bottom 6 d Girder,20-1Odx1 1/2 Truss,Single Ply Girder)or equivalent at 7-0-12 from the left end to .1
connect
10)Use Simpson Strong-Tie HTU26(20-1 Od Girder,14-1 Odx1 1/2 Truss)or equivalent spaced at 2-0-0 oc max.starting at 9-0-12 from
the left end to 11-0-12 to connect truss(es)to front face of bottom chord. Julius Lee PE No.34869
11)Use Simpson Strong-Tie HTU26(20-1 Od Girder,14-1 Odx1 1/2 Truss,Single Ply Girder)or equivalent at 13-0-12 from the left end to MiTek USA,Inc.FL Cert 6634
connect truss(es)to front face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610
12)Fill all nail holes where hanger is in contact with lumber. Date:
April 20,2021
1 GAfffteSlandard
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
T23614585
2733886 G1 Half Hip Girder 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:54 2021 Page 2
I D:kDoExOCU ktTSrn9GXN8bjgy45C6-Iq POsjCAH PGXCZweXE99pSYxsdYeT5KJ Qx?sg izQ6AV
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-5=-54,2-6=-20
Concentrated Loads(lb)
Vert:10=-1902(F)11=-900(F)12=-900(F)13=-900(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
T23614586
2733886 G2 Half Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:56 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-FDXmGPDRpOW FSt4OffBdvtdFhRGnx11 ctFUzlbzQ6AT
-1-0-0 5-0-0 9-9-0 14-8-0
1-0-0 5-0-0 4-9-0 4-11-0
Scale=1:26.9
Special NAILED
4x4= 2x4
NAILED NAILED 3x4= NAILED NAILED
3 8 9 4 10 11 12 5
6.00 12 ET
2
7 3x4= 13 14 15 16
ST1.5x8 STP— Special NAILED NAILED NAILED NAILED 6
3x4= ST1.5x8 STP=
6x8=
5-0-0 14-8-0
5-0-0 9-8-0
Plate Offsets(X,Y)-- [2:0-0-11,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 0.49 Vert(LL) -0.25 6-7 >670 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.53 6-7 >318 240
BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(CT) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.13 6-7 >999 240 Weight:70 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins,
BOT CHORD 2x4 SP M 31 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing.
5-6:2x6 SP No.2
REACTIONS. (size) 6=0-7-10,2=0-7-10
Max Horz 2=174(LC 21)
Max Uplift 6=-627(LC 8),2=-518(LC 8)
Max Grav 6=1052(LC 25),2=947(LC 25)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1604/698,3-4=-1398/667,5-6=-271/263
BOT CHORD 2-7=-669/1379,6-7=-765/1211
WEBS 3-7=0/469,4-7=0/373,4-6=-1268/855
NOTES-
1)Wind:ASCE 7-16;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)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,``t1111111111,�'
to the use of this truss component. � N S LF I,
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. `�� .••\G E N
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 �� F•••,
will fit between the bottom chord and any other members. No 34869
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=627,2=518.
7)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)314 lb down and 274 lb up at
jP/
5-0-0 on top chord,and 114 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s)is the 44/ Z
responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). •••A,� O R,Q P;* N�,��
s(•1•'••....••• `G
LOAD CASE(S)
Standard S G`
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i, ON A',;"O%
Uniform Loads(plf) S
Vert:1-3=-54,3-5=-54,2-6=-20 Julius Lee PE No.34869
Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634
Vert:3=-83(B)5=-92(B)7=-70(B)8=-96(B)9=-96(B)10=-58(B)11=-61(B)13=-71(B)14=-71(B)15=-28(B)16=-26(B) 6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614587
2733886 HJ5 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:06:59 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-foDvvRFJ6xugJ LobKnIKW VFkjeJh8yW2ZDidLwzQ6AQ
-1-5-0 7-0-2
1-5-0 7-0-2
Scale=1:17.0
3
NAILED
4.24 F12 NAILED
6
0
NAILED 6
� N
NAILED N
5
2
1
7 8 4
0• �, NAILED NAILED
NAILED NAILED
3x4=
7-0-2
7-0-2
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.08 2-4 >971 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 2-4 >468 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) -0.08 2-4 >953 240 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=0-10-7,4=Mechanical
Max Horz 2=171(LC 8)
Max Uplift 3=-146(LC 8),2=-264(LC 8)
Max Grav 3=174(LC 28),2=315(LC 1),4=118(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ttv,1111111//,�'
3=1
7)"NAILED"ED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,�� ••' G•E•N,3• �i�
LOAD CASE(S) Standard 34869
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,2-4=-20
Concentrated Loads(lb)
Vert:5=44(F=22,B=22)
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614588
2733886 HJ7 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:07:01 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-bBKfK6HZeY8YYey_RCnocwK2CSswcQRL1 WBkQozQ6AO
1-5-0 5-0-2 9-10-1
1-5-0 5-0-2 4-9-15
4 Scale=1:21.6
I�
NAILED o
NAILED
c9
9 0
4.24 12
NAILED 2x4 II
NAILED 3
8
0
A
NAILED
NAILED NAILED
3x4 7::� 7
NAILED
2 NAILED 2x4 II
NAILED
1 6• NAILED 2.62 F12
6°
d° Q• NAILED
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.38 6 >302 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.41 6 >276 240
BCLL 0.0 * Rep Stress Incr NO WB 0.10 Horz(CT) -0.02 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:42 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-11 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-9-5,5=Mechanical
Max Horz 2=224(LC 8)
Max Uplift 4=-171(LC 8),2=-334(LC 8),5=-106(LC 8)
Max Grav 4=198(LC 28),2=446(LC 1),5=263(LC 28)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-6=-304/342
NOTES-
1)Wind:ASCE 7-16;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)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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. ,``111111111111,,
5)Refer to girder(s)for truss to truss connections. ,`� �`JU S �F IO
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify % S
��j
capacity of bearing surface. .•'�(,E N •• �i�
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : •• F•••• ��
4=171,2=334,5=106. 34869
8)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). * •�
LOAD CASE(S) Standard �'fl •c
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 44/
Uniform Loads(plf)
Vert:1-4=-54,2-5=-20 i Q Q;••��,�
Concentrated Loads(lb) R ��
Vert:7=44(F=22,B=22)9=-76(F=-38,B=-38)12=-36(F=-18,B=-18)
��11/11111111``
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614589
2733886 V1 VALLEY 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:07:03 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-XZSPkolg9AOGny6MZdpGhLPWYGmE4JCeUggrUhzQ6AM
1-1-0 4-3-0
1-1-0 4-3-0
Scale=1:23.3
4
2x4
6.00 12
2x4 11
3
3x4 i
2
1
7 6 5
2x4 11 3x4= 2x4 11
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 0.19 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 1 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:30 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-6 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 7=4-3-0,5=4-3-0,6=4-3-0
Max Horz 7=231(LC 12)
Max Uplift 7=-20(LC 8),5=-46(LC 12),6=-232(LC 12)
Max Grav 7=147(LC 1),5=71(LC 17),6=246(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
BOT CHORD 6-7=-376/180
WEBS 3-6=-207/282,2-6=-238/496
NOTES-
1)Wind:ASCE 7-16;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(2E)zone;cantilever left and right exposed;end vertical left
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. ,tt%1111111I/1�
3)Gable requires continuous bottom chord bearing. �`\U
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� •F �j,
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 S i�
will fit between the bottom chord and any other members. •' F•'•, ��
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5 except Qt=lb) 34869 �
6=232.
•
�0iF ' 4OR\QN
•OC?
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614590
2733886 V2 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:07:06 2021 Page 1
I D:kDoExOCUktTSrn9GXN8bjgy45C6-y88YNq LiS5ngePgxEmNzJ_12bTozHgB4AovV5OzQ6AJ
1-1-0 4-3-0
1-1-0 4-3-0
Scale=1:18.7
5
2x4 I I
6.00 F12
2x4 11
4
5x6 i
3
2
1
7 6
3xl2 MT20HS I I 2x4 11 2x4 11
I
Plate Offsets(X,Y)-- [2:0-8-9,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 1 n/r 120 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
OTHERS 2x4 SP No.3
SLIDER Left 2x8 SP 240OF 2.0E A 1-9-10
REACTIONS. (size) 6=4-3-0,2=4-3-0,7=4-3-0
Max Horz 2=134(LC 12)
Max Uplift 6=-37(LC 12),2=-42(LC 12),7=-146(LC 12)
Max Grav 6=67(LC 17),2=138(LC 1),7=216(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-297/133
WEBS 4-7=-245/445
NOTES-
1)Wind:ASCE 7-16;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(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,%� v`ffV S
to the use of this truss component. `� • �j
3)All plates are MT20 plates unless otherwise indicated. ,�� .••�G E N S+••. �i♦
4)Gable requires continuous bottom chord bearing. �� •• F ••. ♦♦
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 34869
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2 except Qt=lb)
7=146. cam
•
♦
###nll i0
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614591
2733886 V3 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:07:08 2021 Page 1
ID:kDoExOCUktTSrn9GXN8bjgy45C6-uXG IoW My_i 1 Yuj_KMAPROP7KnHRcickNe6OcAuzQ6AH
4-4-0
4-4-0
Scale=1:13.6
2
2x4 11
6.00 12
1
Y
a
0
3
2x4 i 2x4 11
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 0.42 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-0 cc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (size) 1=4-3-8,3=4-3-8
Max Horz 1=96(LC 12)
Max Uplift 1=-39(LC 12),3=-87(LC 12)
Max Grav 1=138(LC 17),3=155(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-136/260
NOTES-
1)Wind:ASCE 7-16;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(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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. `i1,1111111111.
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. S� ��(,E N 5+�.�• '
34869
•
=-U: 'cc
ft
sS�ONA�E%;%
/11111%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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
T23614592
2733886 V4 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Mar 22 2021 MiTek Industries,Inc. Fri Apr 16 15:07:09 2021 Page 1
I D:kDoExOCU ktTSrn9GXN8bjgy45C6-Mjph?rN a109P WtZWvuwgwcfaygq 7U3_Wtm79i LzQ6AG
2-4-0
2-4-0
Scale=1:8.6
2
6.00 12 2x4
1
Ll
v
a
0
3
2x4 i 2x4 II
I
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 0.07 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:7 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 24-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-3-8,3=2-3-8
Max Horz 1=42(LC 12)
Max Uplift 1=-17(LC 12),3=-38(LC 12)
Max Grav 1=61(LC 17),3=68(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;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(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
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 c chord andive load other
the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�\1'v S ��
will fit between the bottom
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3.
�� G•E•N 3• ��i
34869
•
yt
. ;o N AN
�,,��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
April 20,2021
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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