HomeMy WebLinkAboutT23988981.2747075-PSL-PEAVY 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: 2747075-PSL-PEAVY- MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: PSL PROPERTIES Project Name: PEAVY Model: . Tampa, FL 3361 0-41 1 5
Lot/Block: . Subdivision: .
Address: 85 PINEWOOD LANE—
City:
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: ASCE 7-16 Wind Speed: 170 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 77 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 T23988981 Al 5/19/21 23 T23989003 CJ33 5/19/21
2 T23988982 A2 5/19/21 24 T23989004 CJ53 5/19/21
3 T23988983 A3 5/19/21 25 T23989005 D1 5/19/21
4 T23988984 A4 5/19/21 26 T23989006 D2 5/19/21
5 T23988985 A5 5/19/21 27 T23989007 D3 5/19/21
6 T23988986 A6 5/19/21 28 T23989008 D4 5/19/21
7 T23988987 A7 5/19/21 29 T23989009 D5 5/19/21
8 T23988988 A8 5/19/21 30 T23989010 EA 5/19/21
9 T23988989 A9 5/19/21 31 T23989011 EJ3 5/19/21
10 T23988990 A10 5/19/21 32 T23989012 EJ4 5/19/21
11 T23988991 B1 5/19/21 33 T23989013 EJ7 5/19/21
12 T23988992 B2 5/19/21 34 T23989014 EJ71 5/19/21
13 T23988993 B3 5/19/21 35 T23989015 EJ73 5/19/21
14 T23988994 B4 5/19/21 36 T23989016 G1 5/19/21
15 T23988995 C1 5/19/21 37 T23989017 G2 5/19/21
16 T23988996 C2 5/19/21 38 T23989018 G3 5/19/21
17 T23988997 C3 5/19/21 39 T23989019 G4 5/19/21
18 T23988998 CJ1 5/19/21 40 T23989020 G5 5/19/21
19 T23988999 CJ2 5/19/21 41 T23989021 G6 5/19/21
20 T23989000 CJ3 5/19/21 42 T23989022 G7 5/19/21
21 T23989001 CJ4 5/19/21 43 T23989023 G8 5/19/21
22 T23989002 CJ5 5/19/21 44 T23989024 G9 5/19/21
The truss drawing(s)referenced above have been prepared by MiTek USA,Inc.
under my direct supervision based on the parameters O
NV�P,�:• RF���i,
provided by Builders FirstSource(Fort Pierce). ::Q`Z`,.��C E N 54' oo
o
Truss Design Engineer's Name: ORegan, Philip 58126
My license renewal date for the state of Florida is February 28,2023.
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF :•�/
that the engineer named is licensed in the jurisdiction(s)identified and that the Al•• 441
designs comply with ANSI/TPI 1. These designs are based upon parameters �i '�•• P;•• z.
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ����s•< O R �•
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 40I1110 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, Philip J.O'Regan PE No.58126
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:
May 19,2021
ORegan,Philip 1 of 2
�m ID
W1 I
MiTek
MiTek USA, Inc.
RE: 2747075-PSL-PEAVY- 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Customer Info: PSL PROPERTIES Project Name: PEAVY Model: .
Lot/Block: . Subdivision: .
Address: 85 PINEWOOD LANE, .
City: FORT PIERCE State: FL
No. Seal# Truss Name Date
45 T23989025 G10 5/19/21
46 T23989026 HA 5/19/21
47 T23989027 HJ3 5/19/21
48 T23989028 HJ4 5/19/21
49 T23989029 HJ7 5/19/21
50 T23989030 HJ71 5/19/21
51 T23989031 K1 5/19/21
52 T23989032 K2 5/19/21
53 T23989033 K3 5/19/21
54 T23989034 K4 5/19/21
55 T23989035 K5 5/19/21
56 T23989036 K6 5/19/21
57 T23989037 K7 5/19/21
58 T23989038 K8 5/19/21
59 T23989039 K9 5/19/21
60 T23989040 K10 5/19/21
61 T23989041 K11 5/19/21
62 T23989042 L1 5/19/21
63 T23989043 L2 5/19/21
64 T23989044 L3 5/19/21
65 T23989045 M1 5/19/21
66 T23989046 M2 5/19/21
67 T23989047 N1 5/19/21
68 T23989048 V1 5/19/21
69 T23989049 V2 5/19/21
70 T23989050 V3 5/19/21
71 T23989051 V4 5/19/21
72 T23989052 V5 5/19/21
73 T23989053 V6 5/19/21
74 T23989054 V7 5/19/21
75 T23989055 V8 5/19/21
76 T23989056 V9 5/19/21
77 T23989057 V10 5/19/21
2 of 2
Job Truss Truss Type Qty Ply
T23988981
2747075-PSL-PEAVY Al Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:14 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-7R805D3W roU?5244_y9351JZ03V001 YOu9N?bLzFuzB
-1-0- 5-7-1 10-7-10 16-4-8 21-0-0 25-7-8 31-3-8 37-3-0
0- 5-7-1 5-0-9 5-8-14 4-7-8 4-7-8 5-8-0 5-11-8
Scale=1:71.9
5x6=
3x4= 5x6=
6.00 12 6 19 7 20 21 8
3x4 i 2x4 II
3x6 i 5 9
4x4
3x4 i 4 13 10 4x4- n
N
183 5x6= 11 M CO
14 12 i
3x8 3x4 Zz `o
o
1 2 15 3.00 12 ST1.5x8 STP= 4
6x8 I I a
ST1.5x8 STP= 17 16
3x6= 2x4 ST1.5x8 STP=
2x4
6x8=
5-7-1 10-0-0 10 7-10 16 4-8 23-8-0 25-7-8 31-3-8 37-3-0
5-7-1 4 4-15 0-7- 0 5-8-14 7-3-8 1-11-8 5-8-0 5-11-8
Plate Offsets(X,Y)-- [6:0-3-0,0-2-0],[8:0-3-0,0-2-0],[11:04-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.19 12-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.44 12-13 >733 240
BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.15 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.27 12-13 >999 240 Weight:195 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-9-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing.
WEBS 2x4 SP No.3
SLIDER Right 2x6 SP No.2-3-4-4
REACTIONS. (size) 11=0-6-10,2=0-7-10,16=0-7-10
Max Horz 2=-371(LC 10)
Max Uplift 11=-563(LC 12),2=-312(LC 12),16=-790(LC 12)
Max Grav 11=1024(LC 18),2=400(LC 21),16=1541(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-481/294,3-5=-263/332,5-6=-1126/875,6-7=-940/867,7-8=-2151/1596,
8-9=-2610/2047,9-11=-2656/1857
BOT CHORD 2-17=-234/374,16-17=-234/374,13-14=-961/1739,12-13=-1063/1907,11-12=-1518/2273
WEBS 3-16=-500/330,5-14=-511/1083,6-14=-85/284,7-14=-1082/754,7-13=-326/724,
8-13=-239/584,9-12=-210/376,15-16=-1252/879,5-15=-1183/884,8-12=-596/692
NOTES-1)Unbaanced roof live loads have been 1j11111j/
for this design.
cons
2)Wind:ASCE 7-16;Vu t=l70mph(3 second Idered gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ������Q 0'RF�'�.,
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 16-4-8,Exterior(2R) �%���;••G•E•N �9 4#
16-4-8 to 24-10-5,Interior(1)24-10-5 to 25-7-8,Exterior(2R)25-7-8 to 34-1-5,Interior(1)34-1-5 to 37-2-2 zone;cantilever left and ���Q ,••�,� SF••,
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 58126
to the use of this truss component. * yt
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 O F •'
will fit between the bottom chord and any other members. O
7)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i�,T� ` 4�
capacity of bearing surface. R \
8)Provide cal co joint nio 16by others)of truss to bearing plate capable of withstanding 563 lb uplift at joint 11,312 lb uplift at
joint 2 and 790 b ;,1 S+;p N
1111111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988982
2747075-PSL-PEAVY A2 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:17 2021 Page 1
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-XOg8jE508jsayVoff5jmjNx5NGWLDPUga7bfCgzFuz8
-1-0- 5-7-1 10-3-13 10 7 10 17-10-8 24-1-8 30-6-8 37-3-0
0- 5-7-1 4-8-12 0- -13 7-2-14 6-3-0 6-5-0 6-8-8
5x8= Scale=1:74.7
5x6=
6.00 12 6
18 7
3x4 i 3x4
3x6 i
8 19
4 5 20 4x4
3x4 12 9 4x4-
N
173 5x8= 10
13 M
11
3x4% 2x4 II
o
0
2 14 ST1.5x8 STP= N
yT 1 3.00 12
0 6x8
ST1.5x8 STP= 16 152x4
3x6= 2x4 11 ST1.5x8 STP=
6x8=
5-7-1 10-3-13 10 7 10 17-10-8 23-8-0 30 6-8 37-3-0
5-7-1 4-8-12 0- - 3 7-2-14 5-9-8 6-10-8 6-8-8
Plate Offsets(X,Y)-- [6:0-5-8,0-2-41,[7:0-3-0,0-2-01,[10:0-4-0,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.18 11-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.38 11-12 >839 240
BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.14 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.24 11-12 >999 240 Weight:193 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing.
WEBS 2x4 SP No.3
SLIDER Right 2x6 SP No.2 A 3-9-4
REACTIONS. (size) 2=0-7-10,15=0-7-10,10=0-6-10
Max Horz 2=-408(LC 10)
Max Uplift 2=-306(LC 12),15=-798(LC 12),10=-561(LC 12)
Max Grav 2=399(LC 21),15=1568(LC 17),10=1031(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-515/275,3-5=-312/374,5-6=-1244/908,6-7=-1742/1342,7-8=-1937/1355,
8-10=-2679/1827
BOT CHORD 2-16=-216/359,15-16=-216/359,12-13=-446/1056,11-12=-1500/2305,10-11=-1492/2300
WEBS 3-15=-470/300,5-13=-495/1131,6-13=-310/288,6-12=-523/891,7-12=-211/508,
8-12=-728/627,8-11=0/266,14-15=-1294/897,5-14=-1213/914
NOTES-1)Unbalanced roof live loads have been 1j11t11j/
2)Wind: considered ASCE 7-16;Vu t=l70mph(3 second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ��� �Q O'RF�'�i,
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 17-10-8,Exterior(2E) \X,�;••G•E•N �9 i
17-10-8 to 24-1-8,Exterior(2R)24-1-8 to 32-7-5,Interior(1)32-7-5 to 37-2-2 zone;cantilever left and right exposed;C-C for members Q ,••�,� S�••,7i 0
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 58126
to the use of this truss component. yE
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 •;• O F
will fit between the bottom chord and any other members. O
7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �,,(�• • O P;`�`��
capacity of bearing surface. 0 F1 \
8)Provide joint 15 and ha Ilb l connect
plift at jot nt(by others)of truss to bearing plate capable of withstanding 306 lb uplift at joint 2,798 lb uplift at O N A1-Moo.,
��/111111111�
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988983
2747075-PSL-PEAVY A3 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:18 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-?CNXwa6Ovl_RZfNrpoE?FbTlggvhytb_pnLCk7zFuz7
-1-0- 5-7-1 10-3-13 10-710 15-9-13 19-10-8 22-1-8 28-0-0 33-11-8 37-3-0
-0- 5-7-1 4-8-12 0- -13 5-2-3 4-0-11 2-3-0 5-10-8 5-11-8 3-3-8
5x6= Scale=1:78.8
5x6=
6.00 12 7 8
3x4 i
6 3x4
3x4 i 22 9
3x6 i
4 5 5x6= 46=
10 11 `?
3x4 i 15 0
N c
3 16 5x6= 14 M
17 3x8 4x4 z� 1 N M
21 3x4 13 10
2 4x6 Z to
1 18 3.00 12 ST1.5x8 STP= a
0 3x8
ST1.5x8 STP= 20 19
3x6— 2x4 ST1.5x8 STP=
2x4
6x8=
5-7-1 10-3-13 10-710 15-9-13 19-10-8 23-8-0 28-0-0 33-11-8 37-3-0
5-7-1 4-8-12 0- -13 5-2-3 4-0-11 3-9-8 4 4-0 5-11-8 3-3-8
Plate Offsets(X,Y)-- [7:0-3-0,0-2-01,[8:0-3-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.13 14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.25 13-14 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.12 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.20 14 >999 240 Weight:213 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing.
REACTIONS. (size) 12=0-6-10,2=0-7-10,19=0-7-10
Max Horz 2=-411(LC 10)
Max Uplift 12=-554(LC 12),2=-251(LC 12),19=-856(LC 12)
Max Grav 12=975(LC 1),2=413(LC 21),19=1547(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-520/189,3-5=-298/363,5-6=-1068/821,6-7=-1220/1039,7-8=-1048/1003,
8-9=-1844/1402,9-10=-2426/1750,10-11=-1883/1276,11-12=-947/686
BOT CHORD 2-20=-261/403,19-20=-261/403,16-17=-665/951,15-16=-771/1285,14-15=-1529/2182,
13-14=-1431/2096
WEBS 5-17=-739/1038,6-17=-471/477,7-16=-336/421,8-16=-626/461,8-15=-756/1158,
9-15=-731/625,10-13=-1312/1016,11-13=-1393/2065,3-19=-519/351,18-19=-1248/944,
5-18=-1185/950
NOTES-
1)Unbalanced roof live loads have been considered for this design. �N\��Q
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. .� Ci E N 9 ��
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 19-10-8,Exterior(2E) �� Q ;-\,� S�`�•,7/ ��
19-10-8 to 22-1-8,Exterior(2R)22-1-8 to 28-0-0,Interior(1)28-0-0 to 37-1-4 zone;cantilever left and right exposed;C-C for members i
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 58126
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. OF :•IIJ
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O 4
will fit between the bottom chord and any other members. i T P,••
7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 0 R \ ��
capacity of bearing surface. �I,SS ......
• ����
8)Provide mechanical connection 1(by others)of truss to bearing plate capable of withstanding 554 Ib uplift at joint 12,251 Ib uplift at
joint 2 and 856 lb uplift joint 4 N A�
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988984
2747075-PSL-PEAVY A4 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:19 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-TOxv8w7egL61Bpy2mWlEooOQ94BQhK772R4mGZZFuz6
-1-0- 5-7-1 10-3-13 10-710 15-9-13 21-0-0 23-8-0 27-9-12 31-11-8 3-11-8 37-3-0
O- 5-7-1 4-8-12 0--13 5-2-3 5-2-3 2-8-0 4-1-12 4-1-12 2-0-0 3-3-8
5x6= Scale=1:83.1
6.00 12 7
2x4
20 6 21 3x6
8
3x6 i 3x4 i 5x6=5x6=
5 9 4 2x4 11
3x4 5- 14 11
N
3 5x6 I 1 M n
15 13 I� uv
19 3x8 5x8 zz o
M 1 2 12 0
16 3.00 12 ST1.5x8 STP= `�
5x6=
ST1.5x8 STP= 18 17
3x6= 2x4 ST1.5x8 STP=
2x4
6x8=
5-7-1 10-3-13 10-7 10 15-9-13 23-8-0 23- -12 31-11-8 36-11-8 37 -0
5-7-1 4-8-12 0--13 5-2-3 7-10-3 0-1-12 8-1-12 5-0-0 0- -8
Plate Offsets(X,Y)-- [10:0-3-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.19 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.43 13-14 >750 240
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.11 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.19 13-14 >999 240 Weight:204 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 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing.
WEBS 1 Row at midpt 7-15
REACTIONS. (size) 2=0-7-10,12=0-6-10,17=0-7-10
Max Horz 2=-450(LC 10)
Max Uplift 2=-269(LC 12),12=-556(LC 12),17=-836(LC 12)
Max Grav 2=415(LC 21),12=994(LC 18),17=1562(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-558/253,3-5=-348/406,5-6=-1085/832,6-7=-1082/1047,7-8=-1884/1370,
8-9=-2470/1815,9-10=-2105/1515
BOT CHORD 2-18=-259/407,17-18=-259/407,14-15=-558/1085,13-14=-1488/2153,12-13=-828/1195
WEBS 5-15=-672/1078,6-15=-400/506,7-14=-742/1258,9-13=-1176/913,8-13=-82/315,
8-14=-660/693,10-13=-851/1363,10-12=-1569/1087,7-15=-309/67,16-17=-1261/873,
5-16=-1207/875,3-17=-523/349
NOTES-1)Unbalanced roof live
2)Wind:ASCE 7-16;Vu tad considereds have been 170mph(3 second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �N O'RF�'�i,
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 21-0-0,Exterior(2R) 4#
��� ���;••G•E•N �9
21-0-0 to 27-0-0,Interior(1)27-0-0 to 33-11-8,Exterior(2E)33-11-8 to 37-1-4 zone;cantilever left and right exposed;C-C for Q ,••�,� SF••,7/ ��
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 58126
to the use of this truss component. yt
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 •;• OF
will fit between the bottom chord and any other members. Q
7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i� ,(� P,••
capacity of bearing surface. �j,�•••,• R \�.•�G�,��
8)joint Provide
and panic836 lb l conpliftnection
nt(by others)of truss to bearing plate capable of withstanding 269 lb uplift at joint 2,556 lb uplift at '17. 1041s�p
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988985
2747075-PSL-PEAVY A5 Common 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:20 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-ybVHLG7GReE9pzXEKDGTKOZfyUX_PDXG H5gJp?zFuz5
-1-0- 5-7-1 10-3-13 10-710 15-9-13 21-0-0 23-8-0 29-11-8 1111-8 37-3-0
0- 5-7-1 4-8-12 0--13 5-2-3 5-2-3 2-8-0 6-3-8 2-0-0 5-3-8
5x6= Scale=1:83.1
6.00 12 7 2x4
2x4 $
20 6 21 5x6=5x6=
3x6 i 3x4 i 9
5 1 4x6
4
3x4 5- 14 11
N
3 5x8= M �r
15 13 Io� m
19 3x8% 5x8 Z:z O
M 1 2 12 0
16 3.00 12 ST1.5x8 STP= `�
0 3x8=
ST1.5x8 STP= 18 17
3x6= 2x4 ST1.5x8 STP=
2x4
6x8=
5-7-1 10-3-13 10-710 15-9-13 23-8-0 29-11-8 1-1111 37-3-0
5-7-1 4-8-12 0--13 5-2-3 7-10-3 6-3-8 2-0-0 5-348
Plate Offsets(X,Y)-- [10:0-3-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.16 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.37 13-14 >866 240
BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.10 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.18 13-14 >999 240 Weight:208 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing.
WEBS 1 Row at midpt 7-15
REACTIONS. (size) 2=0-7-10,12=0-6-10,17=0-7-10
Max Horz 2=-450(LC 10)
Max Uplift 2=-270(LC 12),12=-556(LC 12),17=-835(LC 12)
Max Grav 2=415(LC 21),12=997(LC 18),17=1564(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-562/269,3-5=-350/406,5-6=-1089/849,6-7=-1094/1075,7-8=-1934/1650,
8-9=-1953/1418,9-10=-1521/1204,10-1 1=-1710/1232,11-12=-974/769
BOT CHORD 2-18=-260/408,17-18=-260/408,14-15=-549/1076,13-14=-1586/2235
WEBS 3-17=-523/352,5-15=-679/1082,6-15=-404/528,7-14=-1139/1524,8-14=-406/545,
9-14=-590/561,10-13=-309/556,11-13=-917/1409,16-17=-1262/873,5-16=-1209/875,
7-15=-279/51,9-13=-1191/949
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `,� \��Q•••••••A�`� .,�
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 21-0-0,Exterior(2R) Ci E N • 4�'9
21-0-0 to 27-0-0,Interior(1)27-0-0 to 31-11-8,Exterior(2E)31-11-8 to 37-1-4 zone;cantilever left and right exposed;C-C for �� Q ;•�,� StC` •
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 No 58126
•
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 VORI
will fit between the bottom chord and any other members. .0 O •
7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i�,T�
capacity of bearing surface. ,
8)joint Provide
and panic835 lb l connect
plift at jot nt(by others)of truss to bearing plate capable of withstanding 270 lb uplift at joint 2,556 lb uplift at 17.
sS,;Q N A1-�?�`,,
1111111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988986
2747075-PSL-PEAVY A6 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:22 2021 Page 1
ID:trCwNcWNUe6b8xjZq_fDoXzFxby-uzd1 my9XzGVt2HhdSeJxQRexVHEbtklZkPJQtuzFuz3
- -0- 5-7-1 10-3-13 10-7 10 15-9-13 21-0-0 27-11-8 9-11- 3% 6 40-0-0
0- 5-7-1 4-8-12 0- -13 5-2-3 5-2-3 6-11-8 2-0-0 6-8-14 3-3-10
5x6= Scale=1:87.0
6.00 12 7 21
2x4 11 5x8=5x6=
20 6 8
3x6 i 3x4 i
5 23 3x4
4
3x4 i 14 j!24 10
c� n
3 5x8= 11 A n
1
15 3 M
19 5x8 Zz Y
5x8% O
1 2 16 12 ST1.5x8 STP= o
0 3.00 12 5x6= 3x6= N
ST1.5x8 STP= 18 17
3x6= 2x4 I I ST1.5x8 STP=
2x4
6x8=
5-7-1 10-3-13 10-710 15-9-13 23-8-0 29-11-8 3%8-6 40-0-0
5-7-1 4-8-12 0- -13 7-10-3 6-3-8 6-8-14 3-3-10
Plate Offsets(X,Y)-- [9:0-3-8,0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.16 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.36 14-15 >977 240
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.12 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.23 13-14 >999 240 Weight:213 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
7-8:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 7-15,5-17
WEBS 2x4 SP No.3
REACTIONS. (size) 11=0-7-10,2=0-7-10,17=0-7-10
Max Horz 2=-482(LC 10)
Max Uplift 11=-617(LC 12),2=-311(LC 12),17=-842(LC 12)
Max Grav 11=1121(LC 18),2=410(LC 21),17=1661(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-576/399,3-5=-384/447,5-6=-1195/1001,6-7=-1190/1181,7-8=-2200/1636,
8-9=-2158/1803,9-10=-2432/1846,10-11=-2188/1712
BOT CHORD 2-18=-237/396,17-18=-237/396,14-15=-576/1250,13-14=-1847/2711,12-13=-1508/1942,
11-12=-1495/1901
WEBS 3-17=-523/341,5-15=-691/1199,6-15=-396/499,7-14=-973/1549,8-14=-927/943,
8-13=-1004/775,9-13=-524/820,10-13=-40/392,10-12=-384/443,7-15=-408/57,
16-17=-1360/894,5-16=-1303/890 `II1111111//j
NOTES- ,� �Q RF I�
1)Unbalanced roof live loads have been considered for this design. ,����� •G E•N S. •�9 4#
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. •�,� � •,7/
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 21-0-0,Exterior(2R)
21-0-0 to 27-0-0,Interior(1)27-0-0 to 29-11-8,Exterior(2R)29-11-8 to 35-11-8,Interior(1)35-11-8 to 39-8-3 zone;cantilever left and No 58126
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.
4)Provide adequate drainage to prevent water ponding. •; OF
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O44/
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�,T�• O P,•\�`�
will fit between the bottom chord and any other members. R \
7)Provide cal joint connection 1(by others)of truss to bearing plate capable of withstanding 617 Ib uplift at joint 11,311 Ib uplift at �0
joint 2 and 842 b
1111111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988987
2747075-PSL-PEAVY A7 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:23 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-M9BQ_IA9kZdkgQGp?LgAyeBB?hXdcBcjz32zPKZFuz2
- -0- 5-7-1 10-3-13 10- 10 15-9-13 21-0-0 25-11-8 7-11- 32-3-15 36-8-6 40-0-0 41-0 0
0- 5-7-1 4-8-12 0-3-'It3 5-2-3 5-2-3 4-11-8 2-0-0 4 4-7 4 4-7 3-3-10 -0-
5x6= Scale=1:88.0
6.00 12 7
5x6=
5x6=
2x4 8
22 6
3x6
3x6 3x4 0
1
5 23
4 24 2x4 11
3x4 i 16 11
Nv
3 5x6= 15 12 M
17 3x8 zz `?
21 13 IV
1 2 5x8 1q ST1.5x8 STP= Io
18
0 3.00 12 N
5x6= 3x6=
ST1.5x8 STP= 20 19
3x6= 2x4 ST1.5x8 STP=
2x4
6x8=
5-7-1 10-3-13 10- 10 15-9-13 23-8-0 27-11-8 36-8-6 40-0-0
5-7-1 4-8-12 0- -13 5-2-3 7-10-3 4-3-8 8%-14 3-3-10
Plate Offsets(X,Y)-- [9:0-3-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.23 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.51 14-15 >693 240
BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.12 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.21 15-16 >999 240 Weight:219 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-17,5-19
REACTIONS. (size) 2=0-7-10,12=0-7-10,19=0-7-10
Max Horz 2=-497(LC 10)
Max Uplift 2=-335(LC 12),12=-735(LC 12),19=-811(LC 12)
Max Grav 2=411(LC 21),12=1201(LC 18),19=1668(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-586/383,3-5=-394/463,5-6=-1199/943,6-7=-1199/1193,7-8=-2191/1621,
8-9=-1981/1573,9-10=-2242/1643,10-11=-2072/1509,11-12=-2094/1437
BOT CHORD 2-20=-245/399,19-20=-245/399,16-17=-504/1240,15-16=-1335/2372,14-15=-1543/2178,
12-14=-1171/1770
WEBS 3-19=-524/345,5-17=-649/1210,6-17=-401/515,7-16=-1010/1604,8-16=-720/674,
8-15=-727/537,9-15=-520/809,10-15=-282/438,10-14=-510/444,7-17=-385/0,
18-19=-1366/856,5-18=-1311/853
NOTES- ,,`111111111/II��
1)Unbalanced roof live loads have been considered for this design. ` \��Q•�� �'RF��i,�
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,� .� Ci E N • 9 0�
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 21-0-0,Exterior(2E) : Q ;•�,� SAC` •,
21-0-0 to 25-11-8,Interior(1)25-11-8 to 27-11-8,Exterior(2R)27-11-8 to 33-11-8,Interior(1)33-11-8 to 41-0-0 zone;cantilever left i
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 58126
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific * yt
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. OF
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O 4
will fit between the bottom chord and any other members. i T P '1�' �
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 335 lb uplift at joint 2,735 lb uplift at ��j R \ .•• ��
joint 12 and 811 lb uplift at joint 19. '
�`
off 111111�`
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988988
2747075-PSL-PEAVY A8 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:25 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-IYJAOzBPGBtRvkPC7msel3GT5VD441 q?QNX4UDzFuzO
-1-0- 5-7-1 10-7-10 15-9-13 21-0-0 23-11-8 25-11-8 31-0-0 36-8-6 40-0-0 41-0-
0- 5-7-1 5-0-9 5-2-3 5-2-3 2-11-8 2-0-0 5-0-8 5-8-6 3-3-10 0-
Scale=1:78.6
6x8=
7 5x6=5x6=
8
3x8 5-
6
23 5x6
4x6 i 2x4 II 10 24
5
6.00 12 4 25 3x4 r•
3x4 i 16 11
3 17 6x8= c?
18 3x4 15 1213 M
22 0 2x4 II 3x8 Ij o
2 0 14 ST1.5x8 STP=
0
M
0
1 7x10 3.00 12 5x6= 3x6= w
ST1.5x8 STP= 21 20
4x6= 5x8= 2x4 11
5-7-1 10-7-10 15-9-13 21-0-0 23-8-0 ,25-11-8, 31-0-0 36-8-6 40-0-0
5-7-1 5-0-9 5-2-3 5-2-3 2-8-0 2-3-8 5-0-8 5-8-6 3-3-10
Plate Offsets(X,Y)-- [4:0-3-0,Edge],[7:0-4-4,Edge1,[8:0-3-0,Edge1,[9:0-3-0,0-2-01,[10:0-3-0,0-3-01,[19:0-2-12,Edge],[21:0-3-8,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.39 16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.76 15-16 >623 240
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.43 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.57 16 >833 240 Weight:237 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing.
5-20:2x4 SP No.3 WEBS 1 Row at midpt 7-16
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,12=0-7-10
Max Horz 2=-497(LC 10)
Max Uplift 2=-939(LC 12),12=-941(LC 12)
Max Grav 2=1544(LC 17),12=1528(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2767/1828,3-5=-3887/2634,5-6=-3971/2811,6-7=-2768/2025,7-8=-3897/2828,
8-9=-3616/2602,9-10=-3666/2757,10-11=-3674/2517,11-12=-2783/1949
BOT CHORD 2-21=-1 626/2705,5-19=-349/341,18-19=-1925/3344,17-18=-1928/3345,
16-17=-1320/2609,15-16=-1733/3063,14-15=-1605/2438,12-14=-1592/2396
WEBS 3-21=-965/701,19-21=-1714/2851,3-19=-583/1021,6-19=-573/755,6-17=-844/696,
7-17=-496/714,7-16=-1576/2362,8-16=-1772/1331,9-16=-765/1407,10-15=-411/531,
11-15=-482/912,11-14=-527/448,9-15=-555/662 111111111/j/
NOTES-
1)Unbalanced roof live loads have been considered for this design. ��� �`�\;••G•E•N
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. Q ,••�,� SF••,
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 21-0-0,Exterior(2E) i
21-0-0 to 23-11-8,Interior(1)23-11-8 to 25-11-8,Exterior(2R)25-11-8 to 31-11-8,Interior(1)31-11-8 to 41-0-0 zone;cantilever left No 58126
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 * yt
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. OF O 4
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. OR \V`,••` N
7)Provide 2 mechanical connection(by others)of truss to bearing plate capable of withstanding 939 lb uplift at joint 2 and 941 lb uplift at
joint
1111111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988989
2747075-PSL-PEAVY A9 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:26 2021 Page 1
ID:trCwNcWNUe6b8xjZq_fDoXzFxby-mksYcJC11 U?IXu_OhUNtaHpcTuYVpTx9fl HdOfzFuz?
23-11-8
5-7-1 10-7-10 15-9-13 21-0-0 2-11 8 31-0-0 36-8-6 40-0-0 1-0-
5-7-1 5-2-3 5-2-3 -11- 2-0-0 7-0-8 5-8-6 3-3-10 -0-
Scale=1:78.4
5x6=
5x6=5x6=
6.00 12 6 7 8
3x8 i
22 5 23 5x8
4x6
2x4 19
4 r-
24 3x4 a
3x4 i 3 15 10 0
N
2 21 16 6x8= A
3x8
17 14 11 12 M
Iy
0 2x4 3x4 � o 0
1 0 13 ST1.5x8 STP=
0
c�
N
0
7x10 3.00 F12 5x6= 3x6=
ST1.5x8 STP= 20 19
3x6= 5x8= 2x4 11
5-7-1 10-7-10 15-9-13 21-0-0 23-8-0 31-0-0 36-8-6 40-0-0
5-7-1 5-0-9 5-2-3 5-2-3 2-8-0 7-4-0 5-8-6 3- -16
Plate Offsets(X,Y)-- [3:0-3-0,Edge],[8:0-3-8,0-2-41,[9:0-4-0,0-3-01,[15:0-2-8,0-3-01,[18:0-2-12,Edge1,[20:0-3-8,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.36 16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.71 14-15 >668 240
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.41 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.53 16 >894 240 Weight:237 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
8-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.2*Except*
4-19:2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-7-10,11=0-7-10
Max Horz 1=-489(LC 10)
Max Uplift 1=-826(LC 12),11=-943(LC 12)
Max Grav 1=1471(LC 17),11=1529(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2786/1893,2-4=-3906/2654,4-5=-3992/2833,5-6=-2773/2040,6-7=-2597/2015,
7-8=-2892/2148,8-9=-3254/2259,9-10=-3692/2515,10-11=-2776/1933
BOT CHORD 1-20=-1647/2728,4-18=-352/339,17-18=-1937/3354,16-17=-1940/3355,
15-16=-1504/2857,14-15=-2104/3365,13-14=-1572/2428,11-13=-1560/2386
WEBS 2-20=-967/703,18-20=-1737/2876,2-18=-578/1015,5-18=-607/767,5-16=-837/690,
6-16=-1361/1977,7-16=-1493/997,7-15=-434/697,8-15=-629/1131,9-15=-698/578, ,,11 111 1111111
10-14=-530/924,10-13=-522/440 ,�\Q J O,A�
NOTES- •G ESN'•' 1#i�
1)Unbalanced roof live loads have been considered for this design. StC`•%�i
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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)0-3-13 to 6-3-13,Interior(1)6-3-13 to 21-0-0,Exterior(2E) No 58126
21-0-0 to 21-11-8,Interior(1)21-11-8 to 23-11-8,Exterior(2R)23-11-8 to 29-11-8,Interior(1)29-11-8 to 41-0-0 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)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. F ft
4)Provide adequate drainage to prevent water ponding. O
•
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0 , O P;`�`��
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 OR �
will fit between the bottom chord and any other members. ��,SS •••• ����
7)joint Provide 1 mechanical connection(by others)of truss to bearing plate capable of withstanding 826 lb uplift at joint 1 and 943 Ib uplift at ��� 4 N A'
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988990
2747075-PSL-PEAVY A10 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:15 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-bdiOIZ48c6csiCeHXgg IdyrjiTo01UDX7p6Y7ozFuzA
5-7-1 10-7-10 15-9-13 21-0-0 23-0-0 31-0-0 36-8-6 40-0-0 41-0-
5-7-1 5-0-9 5-2-3 5-2-3 2-0-0 8-0-0 5-8-6 3-3-10 0-
Scale=1:76.8
5x8=
5x6=
6 6.00 12 7
3x8
5
5x8
4x6 i
2x4 21 8 22
4
23 3x4
3x4 i 3 1 6
4 9
N
2 20 15 5x12 = IC?
3x4
16 13 10 11 rn
4x4� Iq
0 2x4 11 o 0
1 0 12 ST1.5x8 STP= d
M74 yI 3.00 12 40
7x10% 5x6= 3x6=
ST1.5x8 STP= 19 18
3x6— 5x8— 2x4 11
5-7-1 10-7-10 15-9-13 21-0-0 23-8-0 31-0-0 36-8-6 40-0-0
5-7-1 5-0-9 5-2-3 5-2-3 2-8-0 5-8-6 3-3-10
Plate Offsets(X,Y)-- [3:0-3-0,Edge],[6:0-6-0,0-2-8],[7:0-3-8,0-24],[8:04-0,0-3-0],[17:0-2-12,Edge],[19:0-3-8,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.33 15-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.65 13-14 >732 240
BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.38 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.49 16 >966 240 Weight:231 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
7-8:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-0-7 oc bracing.
BOT CHORD 2x4 SP No.2*Except*
4-18:2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-7-10,10=0-7-10
Max Horz 1=-490(LC 10)
Max Uplift 1=-826(LC 12),10=-943(LC 12)
Max Grav 1=1471(LC 17),10=1529(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2786/1859,2-4=-3908/2558,4-5=-3990/2742,5-6=-2750/1900,6-7=-2659/1930,
7-8=-3232/2093,8-9=-3698/2454,9-10=-2772/1837
BOT CHORD 1-1 9=-1 615/2730,4-17=-346/353,16-17=-1795/3363,15-16=-1798/3363,
14-15=-1194/2616,13-14=-2067/3377,12-13=-1524/2423,10-12=-1510/2380
WEBS 2-19=-968/682,17-19=-1703/2878,2-17=-536/1015,5-17=-601/756,5-15=-870/705,
6-15=-480/704,6-14=-357/671,7-14=-614/1214,8-14=-748/621,9-13=-516/929, %J11111� ,111,
9-12=-518/417 ,��Q J O,R
NOTES- ,������,\'•Ci ESN '•F�9��ii
1)Unbalanced roof live loads have been considered for this design. S�••,
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. i
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-3-13 to 6-3-13,Interior(1)6-3-13 to 21-0-0,Exterior(2E) No 58126
21-0-0 to 23-0-0,Exterior(2R)23-0-0 to 31-5-13,Interior(1)31-5-13 to 41-0-0 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)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. O F
4)Provide adequate drainage to prevent water ponding. O
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0 A\ O P,•\�
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide O R \
will fit between the bottom chord and any other members. �I�SS ••••••• ��
joint 10.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 826 lb uplift at joint 1 and 943 Ib uplift at �11,,�0 N A'E 0
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988991
2747075-PSL-PEAVY B1 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:27 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-ExQwpfDgoo7982ZaEBu67ULnJ IvDYwzluhOBY5zFuz_
5-7-1 10-7-10 14-9-13 19-0-0 25-0-0 31-1-14 M-5-3 40-0-0
5-7-1 5-0-9 4-2-3 4-2-3 6-0-0 6-1-14 4-3-5 4-6-13
Scale=1:73.3
5x8=
5x8=
6.00 12 6 7
3x4 i
5 4x6
2x4 1 8
4x6 i 4x6
4 9 3x8
3x4 i
3 10
17 or
22 16 4x6
2 18 6x8=
11 w
3x4 3x4 Zz 15 c5
5x12
O M
1 a
�7x10 3.00 12
ST1.5x8 STP= 21 20 14 13 12
3x6= 5x12= 2x4 11 2x4 11 5x8= 3x6 11
5-7-1 10-7-10 19-0-0 23 8-0 25-0-q 31-1-14 35-5-3 40-0-0
5-7-1 5-0-9 8 4-6 4-8-0 1 4-0 6-1-14 4-3-5 4-6-13
Plate Offsets(X,Y)-- [3:0-3-0,Edge],[6:0-6-0,0-2-81,[7:0-5-8,0-241,[9:0-3-0,Edge],[15:0-6-4,Edge1,[19:0-2-8,Edge1,[21:0-3-8,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.35 17-18 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.74 18-19 >637 240
BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.50 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.52 18 >919 240 Weight:246 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 3-10-13 oc bracing.
4-20,8-14:2x4 SP No.3,17-19:2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-7-10,12=Mechanical
Max Horz 1=-423(LC 10)
Max Uplift 1=-830(LC 12),12=-836(LC 12)
Max Grav 1=1481(LC 17),12=1463(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2803/1903,2-4=-3917/2716,4-5=-3987/2893,5-6=-3036/2226,6-7=-3236/2358,
7-8=-3397/2350,8-10=-3776/2675,10-11=-1562/1118,11-12=-1418/1054
BOT CHORD 1-21=-1 706/2700,4-19=-316/343,18-19=-2100/3394,17-18=-1620/2864,
16-17=-1740/3047,15-16=-2296/3491
WEBS 2-21=-963/725,19-21=-1 794/2868,2-19=-612/1000,5-19=-469/709,5-18=-647/600,
6-18=-397/679,6-17=-473/788,7-17=-576/1025,7-16=-169/425,8-16=-657/571,
13-15=-1160/1725,10-15=-1310/2028,10-13=-1647/1226,11-13=-974/1457 `,,���������,
NOTES- ,� �Q RF I�
1)Unbalanced roof live loads have been considered for this design. <\�\ •Ci E•N �9 �i�
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �� Q ;•�,� S�••,7/ ��
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-3-13 to 6-3-13,Interior(1)6-3-13 to 19-0-0,Exterior(2E)
19-0-0 to 25-0-0,Exterior(2R)25-0-0 to 33-5-13,Interior(1)33-5-13 to 39-10-4 zone;cantilever left and right exposed;C-C for Z. No 58126
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.
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. O44/
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�,T�, O P,•\�`�
will fit between the bottom chord and any other members. R \
7)Refer to girder(s)for truss to truss connections. �0I SS •••••••••• ����
8)joint Provide 2 mechanical connection(by others)of truss to bearing plate capable of withstanding 830 lb uplift at joint 1 and 836 lb uplift atA;
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988992
2747075-PSL-PEAVY B2 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:29 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-BJYhELEwJPNtOLjzMcxaCvRAV6buOpSbL?Vlc_zFuyy
5-7-1 10-7-10 13-7-10 17-0-0 23-8-0 27-0-0 31-1-14 35-5-3 40-0-0
5-7-1 5-0-9 3-0-0 3-4-6 6-8-0 3-4-0 4-1-14 4-3-5 4-6-13
Scale=1:73.3
5x8=
2x4 5x8=
6.00 12 6 23 7 2425 8
3x4 5-
4x6
5 9
2x4
4x6 i 4 26 3x8
3x4 3 10
17 0
2 22 5x8= 16 4x6
18 3x4 Zz 15 11
3x4 5x12" N
1 O m
0
97x10 3.00 12 N
ST1.5x8 STP= 21 20 14 13 12
3x6= 5x12= 2x4 11 2x4 11 5x8= 3x6
5-7-1 10-7-10 17-0-0 23-8-0 27-0-0 31-1-14 35-5-3 4%0-0
5-7-1 5-0-9 6-4-6 6-8-0 3-4-0 4-1-14 4-3-5 4- -1;
Plate Offsets(X,Y)-- [3:0-3-0,Edge],[6:0-6-0,0-2-8],[8:0-6-0,0-2-8],[15:0-6-4,Edge],[19:0-2-12,Edge],[21:0-3-8,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.39 17-18 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.76 17-18 >627 240
BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.55 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.58 17-18 >816 240 Weight:245 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins,
6-8:2x4 SP M 31 except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-11-5 oc bracing.
4-20,9-14:2x4 SP No.3 WEBS 1 Row at midpt 6-17
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-7-10,12=Mechanical
Max Horz 1=-374(LC 10)
Max Uplift 1=-830(LC 12),12=-836(LC 12)
Max Grav 1=1480(LC 17),12=1463(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2803/1923,2-4=-3879/2785,4-5=-3924/2946,5-6=-3250/2427,6-7=-4290/3126,
7-8=-4290/3126,8-9=-3515/2510,9-10=-3764/2702,10-11=-1563/1134,
11-12=-1418/1066
BOT CHORD 1-21=-1 750/2662,4-19=-278/329,18-19=-2215/3447,17-18=-1864/3070,
16-17=-1920/3198,15-16=-2272/3444
WEBS 2-21=-944/747,19-21=-1850/2817,2-19=-628/966,6-18=-330/580,6-17=-1031/1561, ,,1111111111
728,
10-15=3102918/2009,10 13—16518/1253,1 1 1 3/3-01 000/1461,5/19=-4 9/55915-818/=1512/479 ,%%�,
NOTES- Q ��Ci S�•'�2 ��
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. No 58126
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-3-13 to 6-3-13,Interior(1)6-3-13 to 17-0-0,Exterior(2R)
17-0-0 to 25-5-13,Interior(1)25-5-13 to 27-0-0,Exterior(2R)27-0-0 to 35-5-3,Interior(1)35-5-3 to 39-10-4 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 O F
to the use of this truss component. O
4)Provide adequate drainage to prevent water ponding. i�T'•�` Q` ��
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,ss� "••"'�\ �,
will
fit between h bottom 7 Refer to gi der s for tr ss to tr ss conn ctio members.
connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 830 lb uplift at joint 1 and 836 lb uplift at Philip J.O'Regan PE No.58126
joint 12. MITek USA,Inc.I'L Cert 6634
6904 Parke East Blvd.Tampa I'L 33610
Date:
May 19,2021
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
T23988993
2747075-PSL-PEAVY B3 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:31 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-7igRfl GArl dbdftLT1 z2H KWXGvGwUj8upJ_OgszFuyw
10-7-10 15-0-0 19 4-0 23-8-0 29-0-0 31-1-14 35-5-3 40-0-0
5-7-1 5-0-9 4 4-6 4-4-0 4-4-0 5-4-0 2-1-14 4-3-5 4-6-13
Scale=1:72.9
6x8= 6x12 MT20HS=
6.00 12 4x6= 2x4 II
524 6 25 7 26 8 5x8
6x8 9
i
4x6 i 4 27 3x6
10
3x4 i 3 17 ro
23 28 4x6
2 18 6x12 MT20HS= 16 11 w
19 4x4 3x4 Z� 15 M
N
M 1 qoq 3x4 5x12 " IN
51 E7x10 3.00 12ft 1
0
ST1.5x8 STP= 22 21 3x4 14 13 12
3x6= 5x8= 2x4 11 2x4 11 5x8= 3x6
5-7-1 10-7-10 15-0-0 19 4-0 23-8-0 29-0-0 31-1-14 35-5-3 40-0-0
5-7-1 5-0-9 4 4-6 4-4-0 4 4-0 5-4-0 2-1-14 4-3-5 4-6-13
Plate Offsets(X,Y)-- [3:0-3-0,Edge],[4:0-2-12,Edge],[5:0-2-12,0-4-4],[8:0-9-4,0-2-8],[9:0-2-4,0-2-8],[15:0-4-0,0-2-12],[17:0-5-8,0-3-4],[20:0-2-12,Edge],[22:0-3-8,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.52 17 >905 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.97 17-18 >491 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.68 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.78 17 >612 240 Weight:260 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins,
5-8:2x6 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-8-3 oc bracing.
4-21,9-14:2x4 SP No.3,17-20:2x4 SP No.1 WEBS 1 Row at midpt 8-17
WEBS 2x4 SP No.3*Except*
8-17:2x4 SP No.2
REACTIONS. (size) 1=0-7-10,12=Mechanical
Max Horz 1=-323(LC 10)
Max Uplift 1=-831(LC 12),12=-838(LC 12)
Max Grav 1=1472(LC 17),12=1460(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2795/1926,2-4=-3763/2743,4-5=-3477/2535,5-6=-4398/3204,6-7=-6243/4411,
7-8=-6243/4412,8-9=-3622/2616,9-10=-3645/2604,10-11=-1560/1135,
11-12=-1414/1066
BOT CHORD 1-22=-1754/2604,19-20=-2432/3652,18-19=-2041/3236,17-18=-2919/4539,
16-17=-2083/3354,15-16=-2139/3322
WEBS 5-18=-$107/1664,6 18 18 26/2697, 0 8 1252/932,6-17=-1357/2072,-17—225/315,8-17—2 93/3250,
13-15=-1165/1681,10-15=-1176/1902,10-13=-1590/1218,11-13=-1000/1460 ;% ;.;••••••S., �I,
� 1`. GEN �9
Q • F 2
NOTES-
1)Unbalanced roof live loads have been considered for this design. No 58126 •
•
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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)0-3-13 to 6-3-13,Interior(1)6-3-13 to 15-0-0,Exterior(2R)
15-0-0 to 23-8-0,Interior(1)23-8-0 to 29-0-0,Exterior(2R)29-0-0 to 37-5-13,Interior(1)37-5-13 to 39-10-4 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 O F
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific O
to the use of this truss component. i T• , Q` ��
4)Provide adequate drainage to prevent water ponding. ��, F] \�.•• ��
5)All plates are MT20 plates unless otherwise indicated. ��,I lS�••••••••`����
his
load nonconcurrent with any oer
7)TThis truss has been designed fora Hive load of 20.Opsf onl ve the bottom chord in all areas where alive
3-6-0 tall by 2-0-0 wide "oi N A',`%
will fit between the bottom chord and any other members. Philip J.O'Regan PE No.58126
8)Refer to girder(s)for truss to truss connections. MITek USA,Inc.FL Cert 6634
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 831 lb uplift at joint 1 and 838 lb uplift at 6904 Parke East Blvd.Tampa FL 33610
joint 12. Date:
May 19,2021
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 ANSLITPI1 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
T23988994
2747075-PSL-PEAVY B4 Hip 1
2 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:32 2021 Page 1
ID:trCwNcW N Ue6b8xjZq_fDoXzFxby-buEpsN HocKISFpSY1 kUHgY2izJc_DET11 zkyDJzFuyv
5-7-1 10-7-10 13-0-0 18-0-0 22-2-0 23-8-0 25-2-0 27-8-0 31-0-0 35�-4 40-0-0
5-7-1 5-0-9 2-4-6 5-4-0 3-10-0 1-6-0 1-6-0 2-6-0 3-0-0 4-4-4 4-7-12
Scale=1:71.5
3x6=
5x8= 2x4 11
2x4 3x6= 3x8— 2x4 5x6=
4 28 5 6 29730 8 31 9 3210 11
4
6.00 12 x6
3 33 3x4
12
3x4 20 34
2 27 5x12 19 4x o
26 21 13 a
5x8 5x8 1816
22 N
1 0 4x4 7x10—' rn
M �
3.00 F12 N
0
5x12
3x6= 25 24 17 16 15 14
ST1.5x8 STP= 3x6= 2x4 11 2x4 3x8= 3x6
32-0-0
5-7-1 10-7-10 13-0-0 16d-0 23-8-0 23-9r12 27-6-0 31-0-0 31-104 35dd 40-0-0
5-7-1 5-0-9 2-4-6 5-0-0 5-4-0 0--12 3-10-4 3-4-0 0-1-14 3-44 4-7-12
0-10-2
Plate Offsets(X,Y)-- [1:0-0-4,Edge1,[4:0-6-0,0-2-81,[10:0-3-0,0-2-01,[18:0-2-12,0-3-121,[20:0-5-11,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.54 20 >872 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -1.01 20-21 >468 240
BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.66 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.81 20 >589 240 Weight:511 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
3-24,11-16:2x4 SP No.3,20-23,18-20:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 9-7-10 oc bracing:1-25
6-6-5 oc bracing:20-21
6-8-8 oc bracing:19-20.
10-0-0 oc bracing:16-18
REACTIONS. (size) 1=0-7-10,14=Mechanical
Max Horz 1=-276(LC 10)
Max Uplift 1=-828(LC 12),14=-829(LC 12)
Max Grav 1=1468(LC 17),14=1479(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-2812/1919,2-3=-4102/2906,3-4=-3723/2674,4-5=-5693/3946,5-7=-5693/3946,
7-8=-11262/7520,8-9=-5624/3894,9-10=-5624/3894,10-11=-3788/2699,
11-12=-3825/2652,12-13=-1588/1128,13-14=-1430/1055
BOT CHORD 1-25=-1748/2565,3-23=-178/321,22-23=-2495/3773,21-22=-2187/3428,
20-21=-5872/9109,19-20=-5558/8626,18-19=-2171/3482
WEBS 2-25=-1012/824,23-25=-1868/2726,2-23=-713/1194,3-22=-538/463,4-22=-265/400, `%
32,
7/2113,
12-15=16929/1396513 15—980/1476,110-19—1760/2692,-20 26931/3112, ,`������'�P G•E•O RF�'9',.,
7-21=-3772/2482,8-20=-2316/3704,8-19=-3670/2429 ` Q .••\,\ S F••.7/ �i
i
NOTES- No 58126
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to O F '�41J:
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. i,,T••A
3)Unbalanced roof live loads have been considered for this design. �� 0 R
4)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. I�111
'••'•��\ ���
13 0-0 t 21-5-13,Interior(1)21-5--113 to131 0-0,Extenor(2R)31 r0-0 to 39-5-13,t n enor(1)39-5-13 to 39 10-4 zone;cantilever(left and
i���,�N A�
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Philip J.O'Regan PE No.58126
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific MITek USA,Inc.FL Cert 6634
to the use of this truss component. 6904 Parke East Blvd.Tampa FL 33610
6)Provide adequate drainage to prevent water ponding. Date:
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. May 19,2021
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
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T23988994
2747075-PSL-PEAVY B4 Hip 1
2 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:32 2021 Page 2
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-buEpsN HocKISFpSY1 kU HgY2izJc_DET11 zkyDJzFuyv
NOTES-
9)Refer to girder(s)for truss to truss connections.
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 828 lb uplift at joint 1 and 829 lb uplift at joint 14.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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
T23988995
2747075-PSL-PEAVY C1 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:34 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-XHLaH2138y?AU7bw99Wlvz81 Y7Lsh5HKVGD3H BzFuyt
6-8-4 13-2-12 19-9-4 26-3-12 33-0-0 3 -11 6 36-706 40-0-0
6-8-4 6-6-8 6-6-8 6-6-8 6-8-4 11- 2-8-0 3-4-10
Scale=1:71.5
3x4=
4x6= 3x4= 3x6= 3x4= 3x6= 3x4= 5x6— 6.00112
1 222 23 3 4 24 5 6 25 7 26 27 8 28
3x4
9
29
0
o
14 13 = r o
v
5x12= N N
7x10=
21 20 19 18 17 16 15 12 11
3x6 4x6= 5x6= 3x4= 5x12= 3x4 11 4x6= 3x6
ST1.5x8 STP=
6-8 4 13-2-12 19-9-4 26-3-12 33-11-6 36-7-6 40-0-0
6-81 6-6-8 6-6-8 6-6-8 7-7-10 2-8-0 3-4-10
Plate Offsets(X,Y)-- [8:0-3-0,0-2-01,[10:0-4-8,0-0-151,[13:0-1-12,0-3-81,[14:0-4-12,0-2-81,[17:0-5-0,0-3-01,[19:0-3-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.22 17-18 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.42 17-18 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.22 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.33 17-18 >999 240 Weight:260 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
8-16,12-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-12 oc bracing. Except:
WEBS 2x4 SP No.3 10-0-0 oc bracing:14-16
WEBS 1 Row at midpt 1-21,1-20,2-19,5-17,14-17
REACTIONS. (size) 21=0-7-10,11=Mechanical
Max Horz 21=-206(LC 12)
Max Uplift 21=-855(LC 12),11=-804(LC 12)
Max Grav 21=1473(LC 1),11=1484(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-21=-1413/1018,1-2=-1502/988,2-4=-2371/1575,4-5=-2681/1832,5-7=-2427/1771,
7-8=-2424/1798,8-9=-2711/1909,9-10=-2879/1984,10-11=-1457/1048
BOT CHORD 20-21=-89/277,19-20=-724/1502,18-19=-1322/2371,17-18=-1580/2681,8-14=-478/919,
13-14=-1713/2537,10-13=-1694/2513
WEBS 1-20=-1277/1947,2-20=-1122/903,2-19=-785/1140,4-19=-610/572,4-18=-338/406,
5-18=-132/283,5-17=-332/174,7-17=-378/480,14-17=-1567/2469,9-14=-239/296
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. %%`,%% Q•��• RF�,�.,�
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 33-0-0,Exterior(2R) G E N
33-0-0 to 39-0-0,Interior(1)39-0-0 to 39-9-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for Q ,••�,\ SF
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 58126
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding. ;
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide F
will fit between the bottom chord and any other members. O
6)Refer to girder(s)for truss to truss connections. .0 T' ,A, Q`
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 855 lb uplift at joint 21 and 804 Ib uplift . F1 V,•• N
at joint 11. O N A1-
��//►n l l l l/���
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988996
2747075-PSL-PEAVY C2 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:35 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-?TvyVOJhvF716HA7itl_RAgAHXhTQZUUjwycpezFuys
7-0 4 13-9-1 20-5-13 27-2-10 33-11-6 36-7-6 40-0-0
7-0-4 6-8-12 6-8-12 6-8-12 6-8-12 2-8-0 3-4-10
Scale=1:71.5
5x6= 4x4= 5x8= 4x4= 4x4= 5x8= 4x4= 2x4 11 6x8=
1 2 21 3 4 22 5 6 23 7 24 8 9
CE
14 13 12 0
5x12= 2x4 3 =
0
N
20 19 18 17 16 15 11 10
3x8 11 4x6= 7x10= 4x4= 7x10= 3x4 11 2x4 11 3x8 11
ST1.5x8 STP=
7-0 4 13-9-1 20-5-13 27-2-10 33-11-6 36-7-6 40-0-0
7-01 6-8-12 6-8-12 6-8-12 6-8-12 2-8-0 3-4-10
Plate Offsets(X,Y)-- [10:0-4-12,0-1-81,[14:0-4-12,0-2-81,[16:0-5-0,0-4-81,[18:0-5-0,0-4-81,[20:0-4-12,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.24 17 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.45 16-17 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.17 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.43 16-17 >999 240 Weight:311 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals.
8-15,11-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-9-8 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 1-19,2-18,14-16,9-14
14-16,9-14:2x4 SP No.2
REACTIONS. (size) 20=0-7-10,10=Mechanical
Max Uplift 20=-837(LC 12),10=-837(LC 12)
Max Grav 20=1469(LC 1),10=1469(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-20=-1403/1662,1-2=-1967/2201,2-4=-3039/3401,4-5=-3367/3770,5-7=-2940/3284,
7-8=-3108/3520,8-9=-3109/3507,10-12=-1431/1653,9-12=-1361/1614
BOT CHORD 18-19=-2201/1967,17-18=-3401/3039,16-17=-3770/3367,8-14=-313/574
WEBS 1-19=-2584/2309,2-19=-1100/1478,2-18=-1432/1280,4-18=-567/846,4-17=-441/392,
5-17=-80/306,5-16=-510/580,7-16=-447/730,14-16=-3277/2937,7-14=-251/179,
9-14=-3656/3240
NOTES- `1111111111I���
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ��.,,0 J. 01A�C`��I,�
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 36-10-4,Corner(3)
36-10-4 to 39-10-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber �� Q ;•�,� StC`••
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 No 58126
•
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding. ;
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S F
will fit between the bottom chord and any other members. O
6)Refer to girder(s)for truss to truss connections. i T• Q` ��
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 837 lb uplift at joint 20 and 837 Ib uplift ��j O R
at joint 10. i; O N A1-
��1111111110
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988997
2747075-PSL-PEAVY C3 Flat Girder 1
3 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:40 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-MRjrY6NpkomJC234VQd98EO9zYQY5tKDtCgNVrzFuyn
6-0-8 11-7-8 17-2-8 22-9-8 28 4-8 33-11-8 40-0-0
6-0-8 5-7-0 5-7-0 5-7-0 5-7-0 5-7-0 6-0-8
Scale=1:70.1
NAILED NAILED
NAILED 2x4 II NAILED NAILED
5x8= NAILED NAILED NAILED NAILED NAILED NAILED 5x8= NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x8= NAILED NAILED 5x8=
1 20 21 22 2 23 2425 3 26 27 28 429 5 30 31 632 33 34 35 7 36 837 938 39 40 10
all U H U U [to U
1941 42 43 18 44 45 17 46 47 48 16 49 50 15 51 14 52 53 13 54 55 12 11
56 57 58
NAILED NAILED 3x6
3x8 NAILED NAILED NAILED 7x10= NAILED 5x8= NAILED 5x8= NAILED NAILED NAILED NAILED NAILED NAILED
ST1.5x8 STP= NAILED NAILED NAILED NAILED NAILED NAILED
NAILED
6-0-8 11-7-8 17-2-8 22-9-8 28-4-8 33-11-8 40-0-0
6-0-8 5-7-0 5-7-0 5-7-0 5-7-0 5-7-0
Plate Offsets(X,Y)-- [11:0-4-0,0-2-141,[17:0-5-0,0-4-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.21 15-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.39 15-16 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.06 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.35 15-16 >999 240 Weight:882 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
1-19,10-11:2x8 SP 240OF 2.0E
REACTIONS. (size) 19=0-7-10,11=Mechanical
Max Uplift 19=-2039(LC 8),11=-1950(LC 8)
Max Grav 19=3400(LC 25),11=3254(LC 25)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-19=-3199/2076,1-2=-4868/2915,2-3=-7909/4736,3-5=-9436/5648,5-6=-9436/5648,
6-7=-9438/5652,7-9=-7908/4735,9-10=-4852/2905,10-11=-3095/1972
BOT CHORD 17-18=-2915/4868,16-17=-4736/7909,15-16=-5652/9438,13-15=-4735/7908,
12-13=-2905/4852
WEBS 10-12=-3273/5466,1-18=-3276/5472,9-12=-2517/1819,2-18=-2517/1824,
9-13=-2140/3575,2-17=-2130/3557,7-13=-1574/1221,3-17=-1566/1211,
7-15=-1072/1790,3-16=-1067/1786,6-15=-650/674,5-16=-650/675
NOTES-
1)3-ply truss to be connected together with 10d(0.131"xY)nails as follows:
Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �����\ •C,E•N
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. �� Q ;•�,� S�••,7/ ��
Webs connected as follows:2x4-1 row at 0-9-0 oc. i
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 No 58126
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific O F
to the use of this truss component. O44/
5)Provide adequate drainage to prevent water ponding.
6)All plates are 4x4 MT20 unless otherwise indicated. �j,�•••,• R \ G�,��
7)This truss has been designed fora 10.0 psf bottom chord live load noncencurrent with any other live loads. I,SSA ••• �� ,��
8) his truss has been designed herd r a live load of 20.Opsf other members.n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will between the bottom ,ill I N A;
9)Refer to girder(s)for truss to truss connections. Philip J.O'Regan PE No.58126
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2039 lb uplift at joint 19 and 1950 lb MITek USA,Inc.FL Cert 6634
uplift at joint 11. 6904 Parke East Blvd.Tampa FL 33610
11)"NAILED"indicates 3-1 Od(0.148"xY)or 3-12d(0.1 48"x3.25")toe-nails per NDS guidlines. Date:
LOAD CASE(S) Standard May 19,2021
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 ANSLITPI1 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
T23988997
2747075-PSL-PEAVY C3 Flat Girder 1
3 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:40 2021 Page 2
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-M RjrY6N pkomJC234VQd98EO9zYQY5tKDtCgNVrzFuyn
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-10=-54,11-19=-20
Concentrated Loads(lb)
Vert:18=-57(B)2=-107(B)13=-57(B)7=-107(B)20=-116(B)21=-107(B)22=-107(B)23=-107(B)25=-107(B)26=-107(B)27=-107(B)29=-107(B)30=-107(B)
31=-107(B)32=-107(B)33=-107(B)35=-107(B)36=-107(B)37=-107(B)38=-107(B)39=-107(B)40=-107(B)41=-58(B)42=-57(B)43=-57(B)44=-57(B)45=-57(B)
46=-57(B)47=-57(B)48=-57(B)49=-57(B)50=-57(B)51=-57(B)52=-57(B)53=-57(B)54=-57(B)55=-57(B)56=-57(B)57=-57(B)58=-57(B)
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 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
T23988998
2747075-PSL-PEAVY CA Corner Jack 26 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:40 2021 Page 1
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-MRjrY6N pkomJC234VQd98EOBTYYy51 SDtCgNVrzFuyn
-1-0-0 1-0-0
1-0-0 1-0-0
Scale=1:7.0
3
/
/
6.00 12
\
2 M
O
O
6
LL)
O
1
Qo 4
Qo
Qo
2x4=
ST1.5x8 STP=
1-0-0
1-0-0
Plate Offsets(X,Y)-- [2:0-1-4,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 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=75(LC 12)
Max Uplift 3=-8(LC 1),2=-162(LC 12)
Max Grav 3=29(LC 12),2=132(LC 17),4=18(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 `,,11�11�1111,
5)Rewill fit fer oetween the girder(s)forottom chord and any other truss to truss connections.members. ,,`,�\Q J O,A�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 8 lb uplift at joint 3 and 162 lb uplift at ���.��\ •Ci E•N .�,9�1�i�
joint 2. SF '•2 �i
i
No 58126
�:• OF
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23988999
2747075-PSL-PEAVY CJ2 Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:41 2021 Page 1
ID:trCwNcWNUe6b8xjZq_fDoXzFxby-gdGDIROSU5uAgCeG378PhRwL6xtlqUiM6spw1 HzFuym
-1-0-0 2-8-6 3-0-0
1-0-0 2-8-6 0-3-10
Scale:1"=l'
4
�J.i 0'R���',i
•\G•E•N Sic•.9�ji 0
6.00 12 : o•
3 O 58126
p • • ice
5
tO
F :��U
•
Philip J.O'Regan PE No.58126
s 2x4 11 MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
3x4=
ST1.5x8 STP=
2-8-6 3-0-0
2-8-6 0-3-10
Plate Offsets(X,Y)-- [3:0-7-4,0-3-31
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 6 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-R Wind(LL) 0.01 6 >999 240 Weight:13 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*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-6:2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=134(LC 12)
Max Uplift 4=-37(LC 12),2=-170(LC 12),5=-9(LC 9)
Max Grav 4=62(LC 17),2=199(LC 17),5=49(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 37 lb uplift at joint 4,170 lb uplift at joint
2 and 9 lb uplift at joint 5.
May 19,2021
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 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
T23989000
2747075-PSL-PEAVY CJ3 Corner Jack 9 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:42 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-IpgbznO4FP01 SLDTdrfeDfrWsLDMZxyW KW9UZkzFuyl
-1-0-0 3-0-0
1-0-0 3-0-0
Scale:1"=1'
3
6.00 12
0
ao
2
1
4
3x4=
ST1.5x8 STP=
3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:0-4-4,0-0-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 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=134(LC 12)
Max Uplift 3=-63(LC 12),2=-172(LC 12)
Max Grav 3=75(LC 17),2=195(LC 17),4=52(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 `,,11�11�1111,
5)Rewill fit fer oetween the girder(s)forottom chord and any other truss to truss connections.members. ,,`,�\Q J O,A�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 172 lb uplift at ���.��\ •G E•N •�,9�1�i�
joint 2. : Q :•�,� SF ••2 �i
i
No 58126
S OF 'II/Z
►n 11111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989001
2747075-PSL-PEAVY CJ4 Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:43 2021 Page 1
I D:trCwN cW N Ue6b8xjZq_fDoXzFxby-m00_A7P iOj8u3V nfAYBtmsOcmlTtl OCfZAu 16AzFuyk
-1-0-0 2-8-6 5-0-0
1-0-0 2-8-6 2-3-10
Scale=1:19.2
4
6.00 12
0
ro
3 u
N
2
5 9
0
1
6
0° 2x4
3x6=
ST1.5x8 STP=
2-8-6 5-0-0
2-8-6 2-3-10
Plate Offsets(X,Y)-- [2:0-6-4,0-0-101,[3:0-3-0,0-1-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.03 6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.07 6 >774 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.06 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-R Wind(LL) 0.12 6 >463 240 Weight:20 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*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-6:2x6 SP No.2
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=195(LC 12)
Max Uplift 4=-101(LC 12),2=-182(LC 12),5=-17(LC 12)
Max Grav 4=127(LC 17),2=273(LC 17),5=82(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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. `��\ •Ci E•N •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 4,182 lb uplift at �� Q ;•�,� S� •,7i ��
joint 2 and 17 lb uplift at joint 5. i
No 58126
OF
i0��ss;4 N A��0110
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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 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
T23989002
2747075-PSL-PEAVY CJ5 Corner Jack 9 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:44 2021 Page 1
ID:trCwNcWNUe6b8xjZq_fDoXzFxby-FCyMOTQKnOGlhfMrkGi6J4Yjn9rw1 rSoogeaeczFuyj
-1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:19.2
3 0\\111111►1��,
IS 12
No8126 5
M
N
�� F :�44/�
Ss,0NAL�,.,��.
1 1111111
° 4 Philip J.O'Regan PE No.58126
o°
o° o• MiTek USA,Inc.FL Cert 6634
3x6— 6904 Parke East Blvd.Tampa FL 33610
ST1.5x8 STP= Date:
5-0-0
5-0-0
Plate Offsets(X,Y)-- [2:0-6-4,0-0-101
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.03 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=195(LC 12)
Max Uplift 3=-144(LC 12),2=-185(LC 12)
Max Grav 3=153(LC 17),2=267(LC 17),4=92(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 144 lb uplift at joint 3 and 185 lb uplift at
joint 2.
May 19,2021
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 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
T23989003
2747075-PSL-PEAVY CJ33 Corner Jack 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:43 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-m00_A7PiOj8u3VnfAYBtmsOg 1 IZbIOCfZAu 16AzFuyk
3-0-0
3-0-0
Scale:1"=l'
2
6.00 12
M
0
w
u�
1
3
2x4=
ST1.5x8 STP=
3-0-0
3-0-0
Plate Offsets(X,Y)-- [1:0-1-4,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 1-3 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 1-3 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 1 **** 240 Weight:10 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) 1=0-7-10,2=Mechanical,3=Mechanical
Max Horz 1=91(LC 12)
Max Uplift 1=-29(LC 12),2=-95(LC 12)
Max Grav 1=102(LC 17),2=94(LC 17),3=52(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 `,,11�11�1111,
5)Rewill fit fer oetween the girder(s)forottom chord and any other truss to truss connections.members. ,,`,�\Q J O,A�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 1 and 95 Ib uplift at ���.��\ •Ci E•N •
joint 2. : Q :•�,� SF ••2 �i
i
No 58126
�:• OF
"SS,ON M.0
►n1111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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 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
T23989004
2747075-PSL-PEAVY CJ53 Corner Jack 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:45 2021 Page 1
ID:trCwNcWNUe6b8xjZq_fDoXzFxby-jOWkbpRyYKOcJpx2lzDLrH5rUZBfmliy1 UN8A2zFuyi
5-0-0
5-0-0
Scale=1:17.0
2
6.00 12
M
O
00 N
N
N
2x4= 3
5-0-0
5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.03 1-3 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.07 1-3 >863 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 1 **** 240 Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=Mechanical,2=Mechanical,3=Mechanical
Max Horz 1=152(LC 12)
Max Uplift 1=-64(LC 12),2=-166(LC 12)
Max Grav 1=193(LC 17),2=172(LC 17),3=98(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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. 1�1111 11�I',
5)Refer to girder(s)for truss to truss connections. ����
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 1 and 166 lb uplift at ,�� �Q �' 0'RF
joint 2. �`�`�\ •C,E•IV
No 58126
OFtIJ
��•' •4ti:
NM-
111►n111ri
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989005
2747075-PSL-PEAVY D1 COMMON GIRDER 1
3 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:46 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-Bb46p9SaJeWTwzW EsgkaOVe9WyXwV W 15F87hiVzFuyh
-1-0-0 3-10-4 7-2-0 10-0-0 12-10-0 16-1-12 19-11-0
1-0-0 3-10 4 3-3-12 2-10-0 2-10-0 3-3-12 3-9-4
5x8= Scale=1:38.2
5
3x4 i 3x6
6.00 12 4 6
3x4 i 3x4
3 7
8
2
1 Iv
13 12 14 11 15 10 16 9 17 18 c e
ST1.5x8 STP= 3x6 11 7x10 8x10 6x8 3x6 HTU26 — HTU26 HTU26 ST1.5x8 STP=
5x8 G = — = II 4x12
HGUS28-3 HHUS26-2 HTU26 HTU26
3-10-4 7-2-0 10-0-0 12-10-0 16-1-12 19-11-0
3-16 4 3-3-12 2-10-6 2-10-0 3-3-12 3-9-4
Plate Offsets(X,Y)-- [2:0-4-5,0-2-91,[8:0-3-4,Edge1,[10:0-3-8,0-3-121,[11:0-5-0,0-6-01,[12:0-3-8,0-5-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.15 11-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.17 11-12 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(CT) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:436 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.
5-8:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x8 SP 240OF 2.0E
WEBS 2x4 SP No.3
REACTIONS. (size) 8=0-6-10,2=0-7-10
Max Horz 2=257(LC 24)
Max Uplift 8=-4675(LC 8),2=-3247(LC 8)
Max Grav 8=7951(LC 1),2=5272(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-10392/6225,3-4=-10659/6469,4-5=-8873/5384,5-6=-8680/5263,6-7=-11182/6648,
7-8=-13486/7944
BOT CHORD 2-13=-5476/9206,12-13=-5476/9206,11-12=-5618/9500,10-11=-5794/9987,
9-10=-7069/12066,8-9=-7069/12066
WEBS 5-11=-4528/7517,6-11=-3404/2024,6-10=-1948/3461,7-10=-2352/1435,7-9=-1070/1903,
4-11=-2523/1661,4-12=-1742/2773,3-12=-510/460,3-13=-380/311
NOTES- ,,`1111111111,��,
1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �����\ •G E•N .ice
Bottom chords connected as follows:2x8-3 rows staggered at 0-4-0 oc. StC`.•��i ��
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 No 58126
•
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. oe
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 F .�
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific O
to the use of this truss component. i T'• Q ��
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. R
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 s14�•"••"•�\ �,
t between
d any
8 Prlovide mechanical cal connection e bottom d bnothers other
of truss bearing late capable of withstanding 4675 lb uplift at joint 8 and 3247 lb uplift ','�,11 N A�11���,
( Y ) 9p p 9 p J p
at joint 2. Philip J.O'Regan PE No.58126
9)Use Simpson Strong-Tie HGUS28-3(36-1 Od Girder,12-1 Od Truss)or equivalent at 7-2-4 from the left end to connect truss(es)to MITek USA,Inc.FL Cert 6634
front face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610
10) Use Simpson Strong-Tie HTU26(20-1 Od Girder,14-10dx1 1/2 Truss,Single Ply Girder)or equivalent spaced at 4-0-0 oc max. Date:
starting at 9-0-12 from the left end to 19-0-12 to connect truss(es)to front face of bottom chord. May 19,2021
11) Use Simpson Strong-Tie HHUS26-2(14-1 Od Girder,4-1 Od Truss)or equivalent at 13-1-8 from the left end to connect truss(es)to
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
T23989005
2747075-PSL-PEAVY D1 COMMON GIRDER 1
3 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:46 2021 Page 2
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-Bb46p9SaJeWTwzW EsgkaOVe9WyXwV W 15F87hiVzFuyh
NOTES-
12) 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:1-5=-54,5-8=-54,2-8=-20
Concentrated Loads(lb)
Vert:10=-1459(F)12=-3021(F)14=-1449(F)15=-1464(F)16=-1440(F)17=-1443(F)18=-1447(F)
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 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
T23989006
2747075-PSL-PEAVY D2 COMMON 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:47 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-fneUOVSC4xeKY75QPOFpwiACKMkaE8pFUosFFxzFuyg
-1-0-0 6-4-4 8-2-3 8- -8 10-0-0 11-9-8 11- -13 13-7-12 19-11-0
1-0-0 6-4-4 1-9-15 0- -5 1-9-8 1-9-8 0- -5 1-9-15 6-3-4
Scale=1:35.6
4x6=
5
2x4— 2x4=
4 6
6.00 12 2x4 11 2x4 II
3 12 7
2x4 11
14
13 15
8
2
g
11 10 9
ST1.5x8 STP= 2x4 11 4x6 2x4 11 ST1.5x8 STP=
3x8 i 3x8
6-4-4 13-7-12 19-11-0
6-4-4 7-3-8 6-3-4
Plate Offsets(X,Y)-- [2:0-2-10,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.24 9-11 >991 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.37 9-11 >623 240
BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.17 9 >999 240 Weight:97 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing.
WEBS 2x4 SP No.2*Except* JOINTS 1 Brace at Jt(s):12
5-12:2x4 SP No.3
REACTIONS. (size) 8=0-3-8,2=0-7-10
Max Horz 2=231(LC 11)
Max Uplift 8=-295(LC 12),2=-400(LC 12)
Max Grav 8=993(LC 19),2=1070(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1740/726,3-4=-1366/757,4-5=-149/402,5-6=-139/409,6-7=-1358/772,
7-8=-1725/740
BOT CHORD 2-11=-512/1470,9-11=-512/1470,8-9=-512/1470
WEBS 4-12=-1863/1020,6-12=-1863/1020,7-9=0/547,3-11=0/563
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 10-0-0,Exterior(2R) `,%`
\��Q ••••••A�`� .,�
10-0-0 to 16-0-0,Interior(1)16-0-0 to 19-9-4 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 �� Q ;•�,� StC`••��i ��
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. No 58126
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-12,6-12 ��
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-11 O
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 295 lb uplift at joint 8 and 400 lb uplift atZft
i.T P ��
joint 2. i •.4 0 R �`,.` ♦ ��
9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989007
2747075-PSL-PEAVY D3 COMMON 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:48 2021 Page 1
I D:trCwNcWN Ue6b8xjZq_fDoXzFxby-7zBtDrTrrFmBAGgcz5m2TwjNJ m4gzbHOjSconNzFuyf
-1-0-0 6-4-4 8-2-3 8- -8 10-0 1-9-8-0 1 11- -13 13-7-12 20-0-0 21-0-0
1-0-0 6 4-4 1-9-15 0- -5 1-9-8 1-9-8 0- -5 1-9-15 6 4 4 1-0-0
Scale=1:36.1
4x6=
5
2x4= 2x4=
4 6
6.00 12 2x4 11 Li 2x4 II
13 7
3 2x4
15
16
14
17
2
8
1 9 Io
e
12 11 10 s c
ST1.5x8 STP= 2x4 4x6— 2x4 11 ST1.5x8 STP=
3x8 i 3x8
6-4-4 13-7-12 20-0-0
6-4-4 7-3-8 6-4-4
Plate Offsets(X,Y)-- [2:0-2-10,0-1-81,[8:0-2-10,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.23 10-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.37 10-12 >632 240
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.15 10-12 >999 240 Weight:99 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.2*Except* JOINTS 1 Brace at Jt(s):13
5-13:2x4 SP No.3
REACTIONS. (size) 2=0-7-10,8=0-7-10
Max Horz 2=239(LC 11)
Max Uplift 2=-394(LC 12),8=-394(LC 12)
Max Grav 2=1065(LC 18),8=1065(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1716/706,3-4=-1346/738,4-5=-129/395,5-6=-129/396,6-7=-1346/738,
7-8=-1715/706
BOT CHORD 2-12=-423/1468,10-12=-423/1468,8-10=-423/1468
WEBS 4-13=-1827/959,6-13=-1827/959,7-10=0/552,3-12=0/552
NOTES-
1)Unbalanced roof live loads have been considered for this design. 111111111/j�
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 10-0-0,Exterior(2R) `,� \��Q........A `Q
10-0-0 to 16-0-0,Interior(1)16-0-0 to 21-0-0 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 �� Q ;•�,� StC`••��i ��
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. No 58126
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-13,6-13 O F •�
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-12 O
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 394 lb uplift at joint 2 and 394 lb uplift at i�,T •�� O P;`�`��
joint 8.
9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
��//111111111�,
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989008
2747075-PSL-PEAVY D4 COMMON 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:49 2021 Page 1
ID:trCwNcWNUe6b8xjZq_fDoXzFxby-bAIFRBUTcZu1 nQFpXpIH07GY_AQ8ixkYx6LLJgzFuye
9-0-1 11-9-13
-1-0-0 6-4-4 8-2-3 8--8 10-0-0 10-11-15 11-9-8 13-7-12 20-0-0 21-0-0
1-0-0 6-4-4 1-9-15 0--5 0-11-15 0-11-15 0-9-9 1-9-15 6-4-4 1-0-0
0-9-9 0-0-5 Scale=1:36.8
7x10=
7x10=
3x8= 5 6
3x8=
4 7
2x4 2x4
6.00 12 3 14 15 8
16 17
M
O
7
2 FI
9
M
1 10 Iv
g
e e 13 12 11 e
ST1.5x8 STP= 2x4 11 4x6— 2x4 11 ST1.5x8 STP=
3x8 i 3x8
6-4-4 13-7-12 20-0-0
6-4-4 7-3-8 6-4-4
Plate Offsets(X,Y)-- [2:0-2-10,0-1-81,[5:0-6-8,0-1-121,[6:0-6-8,0-1-121,[9:0-2-10,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.22 11-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.35 11-13 >658 240
BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.03 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.15 11 >999 240 Weight:99 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
5-6:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.2*Except*
5-14,6-15:2x4 SP No.3
REACTIONS. (size) 2=0-7-10,9=0-7-10
Max Horz 2=218(LC 11)
Max Uplift 2=-394(LC 12),9=-394(LC 12)
Max Grav 2=1067(LC 18),9=1067(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1712/643,3-4=-1344/671,4-5=-209/616,6-7=-209/617,7-8=-1344/671,
8-9=-1711/643,5-6=-259/723
BOT CHORD 2-13=-363/1467,11-13=-363/1467,9-11=-363/1467
WEBS 4-14=-2140/988,14-15=-2116/980,7-15=-2138/988,8-11=0/547,3-13=0/548
NOTES- 111111111/j�
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. `,� \��Q•••• •• Q
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 9-0-1,Exterior(2E)9-0-1 �� .� G E N '
to 10-11-15,Exterior(2R)10-11-15 to 19-8-3,Interior(1)19-8-3 to 21-0-0 zone;cantilever left and right exposed;C-C for members StC` •
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 No 58126
•
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 OF
will fit between the bottom chord and any other members. O
7)Ceiling dead load(5.0 psf)on member(s).3-4,7-8,4-14,14-15,7-15 i T'• Q` ��
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-13 ��j O R �V`,•'` N
9)joint Provide
e mechanical connection(by others)of truss to bearing plate capable of withstanding 394 lb uplift at joint 2 and 394 lb uplift at O N A1-
10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 11 1111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989009
2747075-PSL-PEAVY D5 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:50 2021 Page 1
ID:trCwNcWNUe6b8xjZq_fDoXzFxby-3MJdeVvV5NsOuPaq?5WpWYLokOagjRU1 hAm5vrGzFuyd
-1-0-0 7-0-0 13-0-0 20-0-0 21-0-0
1-0-0 7-0-0 6-0-0 7-0-0 1-0-0
Scale=1:36.3
NAILED
6x8 = NAILED
NAILED NAILED 5x6=
3 10 11 4
6.00 12
M
0
c�. L:J M
2 5
6 Ia
e c 9 12 13 8 7 r e
ST1.5x8 STP= 3x8 I I NAILED NAILED 4x6= 6x8— ST1.5x8 STP=
i
4x6 i Special Special 4x6�
7-0-0 13-0-0 20-0-0
7-0-0 6-0-0 7-0-0
Plate Offsets(X,Y)-- [2:0-4-6,0-1-91,[3:0-4-0,0-1-151,[4:0-3-0,0-2-71,[50-4-6,0-1-91,[7:0-3-8,0-4-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.15 7-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.18 7-9 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.05 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:107 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
3-4:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 "Special"indicates special hangers)or other connection device(s)
required at location(s)shown.The design/selection of such special
connection device(s)is the responsibility of others.This applies
REACTIONS. (size) 2=0-7-10,5=0-7-10 to all applicable truss designs in this job.
Max Horz 2=194(LC 7)
Max Uplift 2=-1188(LC 8),5=-1188(LC 8)
Max Grav 2=1777(LC 29),5=1777(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-3257/2070,3-4=-2838/1914,4-5=-3261/2071
BOT CHORD 2-9=-1670/2937,7-9=-1656/2899,5-7=-1671/2823
WEBS 3-9=-346/888,4-7=-354/913
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 111111111111
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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. .•G E•IV S; .4:1
4)Provide adequate drainage to prevent water ponding. �,\ tC`••��i
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 No 58126
•
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1188 lb uplift at joint 2 and 1188 lb uplift
at joint 5.
8)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. F ;•�
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)647 lb down and 454 lb up at O
7-0-0,and 647 lb down and 454 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s)is the i�T
responsibility of others. F1 \V `
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). j�s�0 N A1-,; �,,
O CASE(S) Standard 1111111
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Philip J.O'Regan PE No.58126
Uniform Loads(plf) MITek USA,Inc.FL Cert 6634
Vert:1-3=-54,3-4=-54,4-6=-54,2-5=-20 6904 Parke East Blvd.Tampa FL 33610
Concentrated Loads(lb) Date:
Vert:3=-107(B)4=-107(B)9=-579(B)7=-579(B)10=-107(B)11=-107(B)12=-57(B)13=-57(B) May 19,2021
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
T23989010
2747075-PSL-PEAVY EA Jack-Open 3 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:51 2021 Page 1
ID:trCwNcWNUe6b8xjZq_fDoXzFxby-XYt?ssVj8A811 kPBeEK15YL4izl7A?BgPQgSOizFuyc
-1-0-0 1-10-8
1-0-0 1-10-8
Scale=1:9.3
3
6.00 12
r,
ci
N �
2 0
O
1
Q° 4
Qo
�o �o
2x4=
ST1.5x8 STP=
1-10-8
1-10-8
Plate Offsets(X,Y)-- [2:0-1-4,Edgej
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 2 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 2-4 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:8 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 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=101(LC 12)
Max Uplift 3=-34(LC 9),2=-144(LC 12)
Max Grav 3=45(LC 17),2=149(LC 17),4=36(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 t11111111111111,
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. `%0
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 34 lb uplift at joint 3 and 144 lb uplift at \\;••G�E• `s
N �9 �i�
joint 2. `�� Q .••�,\ eC••.�/ 0
1
No 58126
9OF
s.< 0R \pP����:
iJ* s��N M. 000
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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 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
T23989011
2747075-PSL-PEAVY EJ3 Jack-Open 6 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:51 2021 Page 1
ID:trCwNcWNUe6b8xjZq_fDoXzFxby-XYt?ssVj8A811 kPBeEK15YL3bzHSA?BgPQgSOizFuyc
-1-0-0 3-0-0
1-0-0 3-0-0
Scale:1"=1'
3
6.00 12
6
2
1
4
3x4=
ST1.5x8 STP=
3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:0-4-4,0-0-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 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=134(LC 12)
Max Uplift 3=-63(LC 12),2=-172(LC 12)
Max Grav 3=75(LC 17),2=195(LC 17),4=52(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 `,,11�11�1111,
5)Rewill fit fer oetween the girder(s)forottom chord and any other truss to truss connections.members. ,,`,�\Q J O,A�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 172 lb uplift at ���.��\ •G E•N 4i�
joint 2.
: Q :•�,� SF.•.A �i
No 58126
�:• F440'0
• ORS • � ,�
111111110
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989012
2747075-PSL-PEAVY EJ4 Monopitch Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:52 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-01 RN3CWLvUGceuzOCxr_dmuGGNdLvSQ_e4aOw8zFuyb
2-10-8
2-10-8
Scale=1:11.8
2
2x4 11
6.00 12 11111111111"
E•N
No 58126
OF
O <v.
Q° 4 3 I,��1j
0° LUS26
�° Qo Philip J.O'Regan PE No.58126
MiTek USA,Inc.FL Cert 6634
4x6— 3x6 11 6904 Parke East Blvd.Tampa FL 33610
Date:
ST1.5x8 STP=
2-10-8
2-10-8
Plate Offsets(X,Y)-- [1:0-4-0,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 1-3 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 1-3 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 1-3 >999 240 Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins,
BOT CHORD 2x8 SP 240OF 2.0E except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-7-10,3=Mechanical
Max Horz 1=75(LC 8)
Max Uplift 1=-388(LC 8),3=-194(LC 8)
Max Grav 1=735(LC 25),3=330(LC 25)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 388 lb uplift at joint 1 and 194 lb uplift at
joint 3.
7)Use Simpson Strong-Tie LUS26(4-10d Girder,3-1 Od Truss,Single Ply Girder)or equivalent at 0-11-4 from the left end to connect
truss(es)to back face of bottom chord.
8)Fill all nail holes where hanger is in contact with lumber.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,1-3=-20
Concentrated Loads(lb)
Vert:4=-811(B)
May 19,2021
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 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
T23989013
2747075-PSL-PEAVY EJ7 Jack-Open 35 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:53 2021 Page 1
I D:trCwNcWN Ue6b8xjZq_fDoXzFxby-Ux?I HYXzgnOTG2YamfM DAzQEunolevg7skJZSbzFuya
-1-0-0 7-0-0
1-0-0 7-0-0
3 Scale=1:24.8
JO RF '�'�•
��� •\G•E•N S'['•��iji'i
6.00 12 5 : ••�
No 58126
f2OFO'� �
1 Philip J.O'Regan PE No.58126
o•
o• d. MiTek USA,Inc.FL Cert 6634
4x6—_ 4 6904 Parke East Blvd.Tampa FL 33610
Date:
ST1.5x8 STP=
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-0-4,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.08 2-4 >983 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 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) 0.18 2-4 >445 240 Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=255(LC 12)
Max Uplift 3=-190(LC 12),2=-207(LC 12)
Max Grav 3=21O(LC 17),2=343(LC 17),4=121(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 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 190 lb uplift at joint 3 and 207 lb uplift at
joint 2.
May 19,2021
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
T23989014
2747075-PSL-PEAVY EJ71 Jack-Open 3 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:53 2021 Page 1
I D:trCwNcWN Ue6b8xjZq_fDoXzFxby-Ux?I HYXzgnOTG2YamfM DAzQH7nocevg7skJZSbzFuya
-1-0-0 2-8-6 7-0-0
1-0-0 2-8-6 4-3-10
4 Scale=1:24.8
6.00 12 7
M
O
N
W
ul
C)
3
6 i
2 0
1 ,
Q• Q. 6
4x4— 2x4 11
ST1.5x8 STP=
2-8-6 7-0-0
2-8-6 4-3-10
Plate Offsets(X,Y)-- [2:0-1-4,Edge1,[3:0-3-0,0-1-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.10 6 >793 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.20 6 >398 240
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) 0.31 6 >254 240 Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
2-6:2x4 SP No.2,3-6:2x6 SP No.2
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=255(LC 12)
Max Uplift 4=-161(LC 12),2=-203(LC 12),5=-20(LC 12)
Max Grav 4=192(LC 17),2=351(LC 17),5=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=170mph(3-second gust)Vasd=132mph;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. t11 1�11�1
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 ,��� ���I,�
will fit between the bottom chord and any other members. •AF
5)Refer to girder(s)for truss to truss connections. ` •Ci E•N
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 lb uplift at joint 4,203 lb uplift at �� Q ;•�,� StC`••
joint 2 and 20 lb uplift at joint 5.
No 58126
.
T P • ��`U
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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 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
T23989015
2747075-PSL-PEAVY EJ73 Jack-Open 3 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:54 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-y7Z8UuYbR5XKu B7mKMtSjBzYd BDtNK4H5036_l zFuyZ
4-5-5 7-0-0
4-5-5 2-6-11
Scale=1:22.9
3
3. O'R����,i
6.00 12 2x4
No 58126
z .*
S OF .� .
00
< 0 R IV-"*
S �
Ak-
Ph lip J.O'Regan PE No.58126
I ek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
3x4= 3x4=4
7-0-0
7-0-0
Plate Offsets(X,Y)-- [1:0-1-0,Edge],[4:Edge,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.09 1-4 >956 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 1-4 >462 240
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.05 1-4 >999 240 Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-14 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=Mechanical,3=Mechanical,4=Mechanical
Max Horz 1=212(LC 12)
Max Uplift 1=-92(LC 12),3=-55(LC 12),4=-143(LC 12)
Max Grav 1=276(LC 17),3=44(LC 17),4=265(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
BOT CHORD 1-4=-476/271
WEBS 2-4=-349/614
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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)0-0-12 to 6-0-12,Interior(1)6-0-12 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.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 92 lb uplift at joint 1,55 lb uplift at joint 3
and 143 lb uplift at joint 4.
May 19,2021
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 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
T23989016
2747075-PSL-PEAVY G1 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:55 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-QJ7WhEZEBPfBVLizt3OhFOVaEbVs6fpQK2ogXTzFuyY
-1-0-0, 7-0-0 13-0-0 19-0-0 26-0-0 ,27-0-0,
1-0-0 7-0-0 6-0-0 6-0-0 7-0-0 1-0-0
Scale=1:47.0
Special NAILED
6x8= Special
NAILED NAILED 3x6 II NAILED NAILED 6x8=
3 11 12 13 4 14 15 16 5
6.00 12 U U U
M
0
M
2 6
1 7 )a
o a
10 17 18 9 19 20 8
ST1.5x8 STP= NAILED NAILED NAILED NAILED ST1.5x8 STP=
5x6— 2x4 17x10— 2x4 11 5x6—
Special NAILED Special
7-0-0 13-0-0 19-0-0 26-0-0
7-0-0 6-0-0 6-0-0 7-0-0
Plate Offsets(X,Y)-- [2:0-3-4,0-0-11,[3:0-5-4,0-2-81,[5:0-5-4,0-2-81,[6:0-3-4,0-0-11,[9:0-5-0,0-4-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.28 9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.31 9-10 >986 240
BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(CT) 0.09 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:149 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied.
3-5:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,6=0-7-10
Max Horz 2=-194(LC 23)
Max Uplift 2=-1400(LC 8),6=-1400(LC 8)
Max Grav 2=2246(LC 29),6=2246(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-4280/2541,3-4=-4693/2942,4-5=-4693/2942,5-6=-4281/2541
BOT CHORD 2-10=-2089/3847,9-10=-2085/3820,8-9=-2085/3690,6-8=-2089/3716
WEBS 3-10=-83/681,3-9=-739/1229,4-9=-832/840,5-9=-739/1230,5-8=-83/681
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. 111111111//1
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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. .•G E•IV S; .4:1
4)Provide adequate drainage to prevent water ponding. \ tC`••��i
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 No 58126
•
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1400 lb uplift at joint 2 and 1400 lb uplift
at joint 6.
8)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. •; S T
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)481 lb down and 526 lb up at O
7-0-0,and 481 lb down and 526 lb up at 19-0-0 on top chord,and 407 lb down and 158 lb up at 7-0-0,and 407 lb down and 158 Ib i�T• P ��
up at 18-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �j,�• F1
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). j,,s�O N A1-
LOAD CASE(S) Standard �/111111110
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Philip J.O'Regan PE No.58126
Uniform Loads(plf) MITek USA,Inc.FL Cert 6634
Vert:1-3=-54,3-5=-54,5-7=-54,2-6=-20 6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989016
2747075-PSL-PEAVY G1 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:55 2021 Page 2
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-QJ7W hEZEBPfBVLizt3Oh FOVaEbVs6fpQK2ogXTzFuyY
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:3=-255(F)5=-255(F)10=-383(F)9=-57(F)4=-107(F)8=-383(F)11=-107(F)12=-107(F)15=-107(F)16=-107(F)17=-57(F)18=-57(F)19=-57(F)20=-57(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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
T23989017
2747075-PSL-PEAVY G2 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:57 2021 Page 1
I D:trCwNcWN Ue6b8xjZq_fDoXzFxby-MiEG6waUjOvvlfsL?UR9KpbymOATahHjnLHmbMzFuyW
-1-0-0, 4-9-4 9-0-0 17-0-0 21-2-12 26-0-0
1-0-0 4-9 4 4-2-12 8-0-0 4-2-12 4-9-4
Scale=1:46.8
4x6=
5x8=
4 12 13 5
6.00 12
14
2x4 2x4 i
3 11 6
M
O
V
7
2
1 Iv
e g
0
ST1.5x8 STP= 10 8 ST1.5x8 STP=
3x6= 3x8= 3x6= 3x4= 3x6=
9-0-0 17-0-0 26-0-0
9-0-0 8-0-0 9-0-0
Plate Offsets(X,Y)-- [4:0-3-4,0-2-01,[5:0-5-8,0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.15 7-8 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.32 7-8 >959 240
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.10 7-8 >999 240 Weight:122 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins.
4-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-10
WEBS 2x4 SP No.3
REACTIONS. (size) 7=0-7-10,2=0-7-10
Max Horz 2=238(LC 11)
Max Uplift 7=-531(LC 12),2=-649(LC 12)
Max Grav 7=937(LC 1),2=1011(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1629/1291,3-4=-1415/1112,4-5=-1231/1078,5-6=-1420/1104,6-7=-1640/1286
BOT CHORD 2-1 0=-1 052/1497,8-10=-733/1235,7-8=-1034/1414
WEBS 3-10=-301/340,4-10=-71/374,5-8=-86/376,6-8=-314/350
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,,1111111111,
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 9-0-0,Exterior(2E)9-0-0
to 25-8-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60 ��`��\ •Ci E•n/ �'9 �i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : Q ;'�,� StC`'•��i ��
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. No 58126
•
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 531 lb uplift at joint 7 and 649 lb uplift at OF •�
joint 2. .00
411S1
,O N M.
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989018
2747075-PSL-PEAVY G3 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:58 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-quoeKGb6UK1 mMpRXZCyOtl7AZoYCJ38sO?1 K8ozFuyV
5-9-4 11-0-0 15-0-0 20-2-12 26-0-0
1-0-0 5-9-44-0-0 5-2-12 5-9 4
Scale=1:46.8
4x6=
4x6=
4 14 5
6.00 12
3x4 i 3x4
15 3 6 r?
13 d
ui
12 16
7
2
�I 1 Iv
0 0
ST1.5x8 STP= 11 10 9 8 ST1.5x8 STP=
3x6— 2x4 11 3x4= 5x6= 2x4 11 3x6—
5-9-4 11-0-0 15-0-0 20-2-12 26-0-0
5-9-4 5-2-12 4-0-0 5-2-12 5-9-4
Plate Offsets(X,Y)-- [2:0-2-12,0-1-81,[7:0-2-12,0-1-81,[9:0-3-0,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.17 8-9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.24 8-9 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.21 10-11 >999 240 Weight:124 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 7=0-7-10,2=0-7-10
Max Horz 2=287(LC 11)
Max Uplift 7=-531(LC 12),2=-649(LC 12)
Max Grav 7=1150(LC 18),2=1227(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2019/1219,3-4=-1434/986,4-5=-1230/963,5-6=-1431/1001,6-7=-2037/1216
BOT CHORD 2-11=-990/1913,10-11=-990/1913,9-10=-574/1315,8-9=-974/1727,7-8=-974/1727
WEBS 3-11=0/257,3-10=-693/478,4-1 0=-1 71/426,5-9=-186/426,6-9=-710/497,6-8=0/266
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 11-0-0,Exterior(2E) `,,1111111111,
members and forces&MWFRS forOreactio s shown rLumbe 3DOL=1 60 plate grip DOL cantilever
60 left and right exposed;C-C for ��Q 0'AF
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ���.��\ •Ci E•N
to the use of this truss component. : Q ;•�,� StC`••��i ��
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. No 581 26
•
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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 531 lb uplift at joint 7 and 649 lb uplift at
joint 2. O F
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989019
2747075-PSL-PEAVY G4 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:59 2021 Page 1
I D:trCwNcWN Ue6b8xjZq_fDoXzFxby-15M 1 XbckFd9d_zok6vTdQEgMgCtd2Z2OFfmtg FzFuyU
1-0-0, 5-8-8 10-1%8 15-1-8 20-3-8 26-0-0
1-0-0 5-8-8 5-2-0 4-3-0 5-2-0 5-8-8
Scale=1:46.8
5x6=
5x6=
4 16 5
6.00 12
3x4 i 17 3x4
3 6
15
m
14 18
7
2
1ED Iv
o a
° e 13 12 11 19 20 21 22 10 9 8 ° e
ST1.5x8 STP= ST1.5x8 STP=
3x8 i 2x4 I I 4x6= 3x4= 3x4= 4x6= 2x4 11 3x8
5-8-8 9-8-3 16-3-13 20-3-8 26-0-0
5-8-8 3-11-11 6-7-10 3-11-11 5-8-8
Plate Offsets(X,Y)-- [2:0-2-10,0-1-81,[4:0-3-0,0-2-71,[5:0-3-0,0-2-71,[7:0-2-10,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.12 8-10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.23 10-11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.13 11-13 >999 240 Weight:145 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins.
4-5:2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 7=0-7-10,2=0-7-10
Max Horz 2=280(LC 11)
Max Uplift 7=-331(LC 12),2=-449(LC 12)
Max Grav 7=1359(LC 18),2=1436(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2466/837,3-4=-2085/570,4-5=-1655/597,5-6=-2081/593,6-7=-2488/837
BOT CHORD 2-13=-657/2312,11-13=-657/2312,10-11=-221/1737,8-10=-644/2135,7-8=-644/2135
WEBS 3-11=-524/545,4-11=0/717,5-10=0/716,6-10=-543/569
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. %J111111111
11
10-1 0-8 to 15I1-8,Eplterio(2R)15RSsdo 23-7-51)Int drior(1)23-715 to 25-8-3 zo to o e5 cantilever leftleftland right expos d C C for members ,N% �Q J. 01A�
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 % N\ •Ci E•N �'9 �i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : Q ;•�,� StC`••��i ��
to the use of this truss component.
4)400.Olb AC unit load placed on the bottom chord,13-0-0 from left end,supported at two points,2-0-0 apart. No 58126
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. S F •�
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 7 and 449 lb uplift at O
joint 2. . •• O R `O Q`�`�`��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989020
2747075-PSL-PEAVY G5 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:00 2021 Page 1
I D:trCwNcW N U e6 b8xjZq_fDoXzFxby-n HwPlxcMOxH U c6bwgd_syS DQic9onzj9TJ W RC hzFuyT
-1-0-0i 6-10-8 i7-10-8i8-10-81 10-10-4 i 12-2-3 1 13-6-8 i14-6-0 i15-5-8i 16-9-13 i18-1-12 21-9-10 26-0-0 i27-0-0i
1-0-0 6-10-8 1-0-0 1-0-0 1-11-12 1-3-15 1-4-5 0-11-8 0-11-8 1-4-5 1-3-15 3-7-14 4-2-6
Scale:1/4"=l'
4x6=
3x6= 9 3x6=
4x4= 5x6=
8 10
4 2x4 7 2x4
3x4 i 11
6.00 12 3 4x6
12
21 22 23 2x4
8 13 n
d
20
2 14
'�{ 1 15 Iv
0 0
24 25 "
ST1.5x8 STP= 19 18 17 16 ST1.5x8 STP=
3x8 i 3x4= 2x4 I I 8x10= 3x4= 3x6—
4-10-8 6-10-8 8-10-8 10-10-4 18-1-12 26-0-0
4-10-8 2-0-0 2-0-0 1-11-12 7-3-8 7-10-4
Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[5:0-3-0,0-3-8],[9:0-3-0,Edge],[12:0-3-0,Edge],[17:0-3-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.16 16-17 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.38 16-17 >798 240
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.05 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.12 16-17 >999 240 Weight:164 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
5-9:2x6 SP No.2,9-12:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
BOT CHORD 2x6 SP No.2*Except* 2-2-0 oc bracing:17-18.
14-17:2x6 SP M 26
WEBS 2x4 SP No.3*Except*
6-17,8-10,11-16:2x4 SP No.2
REACTIONS. (size) 2=0-7-10,14=0-7-10
Max Horz 2=-268(LC 10)
Max Uplift 2=-336(LC 12),14=-277(LC 12)
Max Grav 2=1408(LC 18),14=1529(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2444/648,3-4=-2436/410,5-6=-258/208,6-7=-165/261,7-8=-1971/460,
8-9=-23/1129,9-10=-20/1034,10-11=-2102/473,11-13=-2520/388,13-14=-2858/538,
4-7=-2352/377
BOT CHORD 2-19=-448/2273,18-19=-325/1897,17-18=-311/1903,16-17=-110/2224,14-16=-389/2481
WEBS 5-17=0/880,6-17=0/309,8-10=-3406/545,11-16=0/774,13-16=-447/314,5-18=-463/0, t J1111 111 1111
4-5=-171/1071,3-5=-155/436,5-19=-208/637,3-19=-335/190O,A�
NOTES- �����'..........
1)Unbalanced roof live loads have been considered for this design. ���Q �,� StC`••
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 8-10-8,Exterior(2E) Z. No 58126
8-10-8 to 11-11-12,Interior(1)11-11-12 to 14-6-0,Exterior(2R)14-6-0 to 20-6-0,Interior(1)20-6-0 to 27-0-0 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)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. S F •�
4)400.01b AC unit load placed on the bottom chord,14-6-0 from left end,supported at two points,2-0-0 apart. O
5)Provide adequate drainage to prevent water ponding. i�T••, Q` ��
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 widewill ��j ss� ••'••"•�\ �,
8)Ceiling chordt between the bottom ng d ad load(5 0 psf)onmember(s).10-11,8-10 11
11 11111110
9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.16-17 Philip J.O'Regan PE No.58126
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 336 lb uplift at joint 2 and 277 lb uplift MITek USA,Inc.FL Cert 6634
at joint 14. 6904 Parke East Blvd.Tampa FL 33610
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. May 19,2021
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
T23989021
2747075-PSL-PEAVY G6 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:02 2021 Page 1
ID:trCwNcW N Ue6b8xjZq_fDoXzFxby-jg299dedYYXBrQkJo2OK1 tlmCPtxFvQSxd?XHZzFuyR
-1-0-0 -10Si 10-10-0 122-35 36-8 i14-6 i01-15-8 i 16-9-51 3 i118--31--1152 1-9140 26-0-0 i7-0-O
1 8 7
-0-0 4-101 2-0-0 1-0-0 2-11-12 131 1-4-5 _11
1O1- 1-4- 3-7-1 i
4-2-6 1-0-0
Scale:1/4"=l'
4x6=
3x6= 9 3x6=
8 10
4x4— 5x6—3x8 2x4
11
4 7 4x6
5
6.00 12 3x4 i 12
21 3 22 2x4
13
r
m
M
2 20 14
{ 1 15 Iv
o e s o
• 23 24 "
ST1.5x8 STP= 19 18 17 16 ST1.5x8 STP=
3x8 i 3x4= 2x4 11 7x10= 6x8= 3x6—
4-10-8 6-10-8 10-10-4 18-1-12 26-0-0
4-10-8 2-0-0 3-11-12 7-3-8 7-10-4
Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[6:0-3-4,0-4-0],[9:0-3-0,Edge],[12:0-3-0,Edge],[16:0-3-8,0-3-12],[17:0-3-8,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.24 16-17 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.55 16-17 >558 240
BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.05 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.22 17 >999 240 Weight:163 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
6-9,9-12:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing.
BOT CHORD 2x6 SP M 26*Except*
2-17:2x6 SP No.2
WEBS 2x4 SP No.3*Except*
7-17,8-10,11-16:2x4 SP No.2
REACTIONS. (size) 2=0-7-10,14=0-7-10
Max Horz 2=-268(LC 10)
Max Uplift 2=-326(LC 12),14=-269(LC 12)
Max Grav 2=1422(LC 18),14=1539(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2539/698,3-4=-1002/314,5-6=-1786/148,5-7=-2558/364,7-8=-2110/459,
8-9=-97/1570,9-10=-96/1542,10-11=-2167/482,11-13=-2629/401,13-14=-2934/536,
4-5=-914/293
BOT CHORD 2-19=-535/2376,18-19=-642/3159,17-18=-633/3178,16-17=-105/2331,14-16=-374/2543
WEBS 3-19=-29/858,6-17=-957/597,7-17=0/954,8-10=-4019/614,11-16=0/882,
13-16=424/308,4-6=40/291,3-6=-1403/499,6-19=-1056/153 ``,,`�\P J• O,R�,,��',
NOTES- ,� �`� .•C E•N
1)Unbalanced roof live loads have been considered for this design. ` Q ,••� S�'•,
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. i
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-4,Interior(1)5-0-4 to 6-10-8,Exterior(2E) No 58126
6-10-8 to 9-11-12,Interior(1)9-11-12 to 14-6-0,Exterior(2R)14-6-0 to 20-6-0,Interior(1)20-6-0 to 27-0-0 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)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)400.01b AC unit load placed on the bottom chord,14-6-0 from left end,supported at two points,2-0-0 apart. O F '�41J:
5)Provide adequate drainage to prevent water ponding. i T'• Q ��
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��j 40 R \ ` N
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 ��j s14� "••....
wil
t between the bottom
rd and any
8)Celiling dead load(5 0 psf)onomember(s).5-7 other
7-8 members.0 N A
11,8-10 �i �oi 11 0"��
9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.16-17 Philip J.O'Regan PE No.58126
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 326 lb uplift at joint 2 and 269 lb uplift MITek USA,Inc.FL Cert 6634
at joint 14. 6904 Parke East Blvd.Tampa FL 33610
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Date:
12)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. May 19,2021
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 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
T23989022
2747075-PSL-PEAVY G7 ROOF SPECIAL 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:03 2021 Page 1
ID:trCwNcW N Ue6b8xjZq_fDoXzFxby-BsbXNzfFJsf2TaJVLIYZa4rxYpBB_Lib9H k5pOzFuyQ
i-1-0-0 4-10-8 7-10-8 10-10-4 12-2-3 13-6-8 14-6-0 15-5-8 16-9-13 18-1-12 21-9-10 26-0-0 27-0-0
1-0-0 4-101 3-0-0 2-11-12 1-3-15 1-4-5 0-11-8 0-11-8 1-4-5 1-3-15 3-7-14 4-2-6 1-0-0�
Scale:1/4"=l'
4x6=
3x6= 7 3x6=
6 8
Sx6 2x4
9
6 4x6
4x4= 6x8= 10
6.00 12 3 17 18 19 2x4
11
n
0
N
2 12
{ 1 13 Iv
o e s o
• 20 21 "
ST1.5x8 STP= 16 15 14 ST1.5x8 STP=
3x8 i 3x4= 7x10= 6x8= 3x6=
4-10-8i 10-10-4 18-1-12 26-0-0
4-10-8 5-11-12 7-3-8 7-10-4
Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[5:0-5-6,Edge],[6:0-0-4,0-3-0],[7:0-3-0,Edge],[8:0-0-4,0-3-0],[10:0-3-0,Edge],[14:0-3-8,0-3-12],[15:0-3-8,0-4-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.23 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.53 14-15 >574 240
BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.05 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.20 15 >999 240 Weight:152 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 1-10-4 oc purlins.
4-7,7-10:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
BOT CHORD 2x6 SP M 26*Except* 8-11-11 oc bracing:15-16.
2-15:2x6 SP No.2
WEBS 2x4 SP No.3*Except*
5-15,6-8,9-14:2x4 SP No.2
REACTIONS. (size) 2=0-7-10,12=0-7-10
Max Horz 2=267(LC 11)
Max Uplift 2=-317(LC 12),12=-265(LC 12)
Max Grav 2=1433(LC 18),12=1542(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2543/677,3-4=-2282/678,4-5=-2757/408,5-6=-2097/442,6-7=-65/1481,
7-8=-57/1445,8-9=-2189/477,9-11=-2646/389,11-12=-2932/522
BOT CHORD 2-16=-504/2374,15-16=-533/3456,14-15=-95/2346,12-14=-358/2543
WEBS 3-16=-85/967,4-16=-1451/83,4-15=-1428/563,5-15=0/1404,6-8=-3904/555,
9-14=0/875,11-14=-436/308 fit,
J. O'
1)Unbalanced roof live loads have been considered for this design. E•IV S;
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. ���Q ;•�,� tC`••
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 7-10-8,Interior(1)7-10-8 to 14-6-0,Exterior(2R)
14-6-0 to 20-6-0,Interior(1)20-6-0 to 27-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for No 58126
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.
4)400.01b AC unit load placed on the bottom chord,14-6-0 from left end,supported at two points,2-0-0 apart. F
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. i�T• Q` ��
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 �j R N
will fit between the bottom chord and any other members. �I�SS ••*••• •• •: �
8)Ceiling dead
9)Bottom chord d li eve load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.14-15 ��� oi 11 Al
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 317 lb uplift at joint 2 and 265 lb uplift Philip J.O'Regan PE No.58126
at joint 12. MITek USA,Inc.FL Cert 6634
11)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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 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
T23989023
2747075-PSL-PEAVY G8 Roof Special Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:04 2021 Page 1
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-f29waJft4Anv5kuhvS3o71NCiDZBjjGIOxUeLSzFuyP
-1-0-0, 2-10-8 5-10-8 10-2-4 14-6-0 19-11-12 26-0-0
1-0-0 2-10-8 3-0-0 4-3-12 4-3-12 5-5-12 6-0-4 1-0-0
Scale:1/4"=1'
4x4=
6
3x4 i
5 3x4
7
5x8= 4x4=
6.00 12
3
r`
2 8 m
M
O e e O
12 e e
ST1.5x8 STP= 15 14 13 4x6— 11 10 ST1.5x8 STP=
3x8 i 3x6 II 3x4= 3x4= 3x8= 2x4 II 3x4
Special
2-10-8 5-10-8 10-2-4 14-6-0 19-11-12 26-0-0
2-10-8 3-0-0 4-3-12 4-3-12 5-5-12 6-0-4
Plate Offsets(X,Y)-- [2:0-2-10,0-1-81,[3:0-6-0,0-2-81,[8:0-2-0,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.14 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.26 13-14 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.22 13-14 >999 240 Weight:143 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing.
2-12:2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,8=0-7-10
Max Horz 2=307(LC 7)
Max Uplift 2=-919(LC 8),8=-678(LC 8)
Max Grav 2=1292(LC 29),8=1043(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2308/1486,3-4=-3145/1972,4-5=-1987/1218,5-6=-1268/845,6-7=-1286/832,
7-8=-1742/989
BOT CHORD 2-15=-1202/2167,14-15=-1232/2211,13-14=-1880/3307,11-13=-895/1839,
10-11=-731/1479,8-10=-731/1479
WEBS 3-15=-282/425,3-14=-789/1259,4-14=-580/449,4-13=-1545/1036,5-13=-315/629,
5-11=-962/626,6-11=-515/847,7-11=-582/366
NOTES- ,,`111111111/II,�
1)Unbalanced roof live loads have been considered for this design. ` \��Q �� �'RF��i,�
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,� .� Ci E N • 9 0�
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 S� •,
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. No 58126
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. OF
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 919 lb uplift at joint 2 and 678 lb uplift at O 4
joint 8. i ,�'••t` P.'•
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)70 lb down and 103 lb up at ��j R \ .••` ��
2-10-8,and 285 lb down and 214 lb up at 3-0-12 on bottom chord. The design/selection of such connection device(s)is the �0j ss • "••'• \ �,
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). of N AI
LOAD CASE(S) Standard Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610
Uniform Loads(plf) Date:
Vert:1-3=-54,3-4=-54,4-6=-54,6-9=-54,2-8=-20 May 19,2021
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
T23989023
2747075-PSL-PEAVY G8 Roof Special Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:04 2021 Page 2
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-f29waJft4Anv5kuhvS3o7lNCiDZBjjGIOxUeLSzFuyP
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:15=-312(B)
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 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
T23989024
2747075-PSL-PEAVY G9 Common 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:05 2021 Page 1
ID:trCwNcW N Ue6b8xjZq_fDoXzFxby-7FjlofgVrTvmiuTuTAal fVwMndwzSEVudbDCtuzFuyO
-1-0-0 6-0-4 11-6-0 16-11-12 22-10-8
1-0-0 6-0-4 5-5-12 5-5-12 5-10-12
Scale=1:40.3
4x6=
4
6.00 12
2x4\\ 2x4
11 3
5 12
10
6
' 2 Io
* e 9 13 14 8 7
ST1.5x8 STP= 3x4— 3x6— 3x4— 3x4
4x4=
7-10-3 15-1-13 22-10-8
7-10-3 7-3-11 7-8-11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.11 7-9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.22 6-7 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.11 6-7 >999 240 Weight:104 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-12 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=Mechanical,2=0-7-10
Max Horz 2=299(LC 11)
Max Uplift 6=-470(LC 12),2=-589(LC 12)
Max Grav 6=1011(LC 18),2=1085(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1634/1171,3-4=-1496/1149,4-5=-1525/1165,5-6=-1668/1186
BOT CHORD 2-9=-955/1596,7-9=-479/1011,6-7=-942/1423
WEBS 4-7=-433/762,5-7=-398/508,4-9=-403/725,3-9=-372/488
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 11-6-0,Exterior(2R)
11-6-0 to 17-6-0,Interior(1)17-6-0 to 22-9-12 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. ,�� � •
`�\;••G•E•IV
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` Q ,• � S�••,
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 i
will fit between the bottom chord and any other members,with BCDL=10.Opsf. No 58126
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 470 lb uplift at joint 6 and 589 lb uplift at
joint 2. -9
S 411�
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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 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
T23989025
2747075-PSL-PEAVY G10 Common 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:19:56 2021 Page 1
I D:trCwNcW NUe6b8xjZq_fDoXzFxby-u WguvaZsyin27VH9Rnwwoc2pC_sRrBgaYiYD3W7FuyX
-1-0-0, 6-0-4 11-6-0 16-11-12 23-0-0 124-0-0,
1-0-0 6-0-4 5-5-12 5-5-12 6-0-4 1-0-0
Scale=1:42.2
4x6=
4
6.00 12
2x4 \\ 2x4
5
12 3 13 14
11
2 6
1 7 Iv
o o
e : 10 15 16 9 8 e
ST1.5x8 STP= 3x4— 3x6— 3x4—_ ST1.5x8 STP=
44= 4x4=
7-10-3 15-1-13 23-0-0
7-10-3 7-3-11 7-10-3
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.11 8-10 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.19 2-10 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.37 Horz(CT) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.08 2-10 >999 240 Weight:106 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-1 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,6=0-7-10
Max Horz 2=-306(LC 10)
Max Uplift 2=-582(LC 12),6=-582(LC 12)
Max Grav 2=1080(LC 17),6=1080(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1622/1146,3-4=-1485/1124,4-5=-1485/1124,5-6=-1623/1146
BOT CHORD 2-10=-878/1598,8-10=400/1011,6-8=-876/1368
WEBS 4-8=-406/727,5-8=-372/487,4-10=-406/726,3-10=-372/487
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 11-6-0,Exterior(2R)
11-6-0 to 17-6-0,Interior(1)17-6-0 to 24-0-0 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)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
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :�Q �,� tC`••��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
will fit between the bottom chord and any other members,with BCDL=10.Opsf. No 58126
•
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 582 lb uplift at joint 2 and 582 lb uplift at
joint 6.
�:• CO)F
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989026
2747075-PSL-PEAVY HJ1 Diagonal Hip Girder 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:05 2021 Page 1
I D:trCwNcW NUe6b8xjZq_fDoXzFxby-7FjlofgVrTvmiuTuTAal fVwSfd3nSKeudbDCtuzFuyO
-1-5-0 2-7-1
1-5-0 2-7-1
Scale=1:9.1
3
r
v
v
0
4.24 12
N
M
2
7
O
O
1
NAILED a
X NAILED
0� A.
2x4=
2-7-1
2-7-1
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 0.25 Vert(LL) -0.00 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 2-4 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-1 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=99(LC 8)
Max Uplift 3=-29(LC 5),2=-268(LC 8),4=-15(LC 13)
Max Grav 3=33(LC 13),2=214(LC 28),4=41(LC 20)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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.
5)Refer to girder(s)for truss to truss connections.
6)Provide Ib uplift at j nt 4.lconnection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 3,268 lb uplift at joint
2 and
7)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. �% G E'N S;.,�9 �10
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q ;��, 11 7/
i
LOADCASE(S) Standard No 58126
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf) ;
Vert:1-3=-54,2-4=-20 -9 ;
Concentrated Loads(lb)
Vert:5=55(F=27,B=27) O OF :4tiIv:
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989027
2747075-PSL-PEAVY HJ3 Diagonal Hip Girder 4 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:06 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-bRHg??h7cn 1 dK1241 t5GgTd WOOtBnu2sFzIQLzFuyN
-1-5-0 4-2-3
1-5-0 4-2-3
Scale:1"=l'
3
4.24 12
2
5
1
A* 4
2x4=
4-2-3
4-2-3
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 2-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 2-4 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-3 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=83(LC 8)
Max Uplift 3=-45(LC 8),2=-175(LC 8)
Max Grant 3=57(LC 13),2=155(LC 1),4=65(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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.
5)Refer to girder(s)for truss to truss connections. `,,j fit,
6)joint 2.Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 45 lb uplift at joint 3 and 175 lb uplift at ,,`,�\Q J O,A�
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �����\ •C, ... S'
LOAD CASE(S) Standard Q •�` �•••v ,�
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 No 58126
•
Uniform Loads(plf)
Vert:1-5=-54
Trapezoidal Loads(plo -9 ;
Vert:5=0(F=27,B=27)-to-3=-56(F=-1,B=-1),2=-2(F=9,B=9)-to-4=-21(F=-0,B=-0) ;• S F
.
•,�S'`S��N A�E�J,`��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989028
2747075-PSL-PEAVY HJ4 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:07 2021 Page 1
I D:trCwNcW NUe6b8xjZq_fDoXzFxby-3dr2DKiIN59UyBdGabcVkw?oFQkMwE8B4vilynzFuyM
-1-5-0 4-0-1
1-5-0 4-0-1
Scale=1:11.6
3
I�
0
4.24 12
w
0
a
q
2
5
1
4
2x4=
4-0-1
4-0-1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 2-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.02 2-4 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:15 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 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=79(LC 8)
Max Uplift 3=-43(LC 7),2=-175(LC 8)
Max Grant 3=48(LC 13),2=151(LC 1),4=61(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 175 lb uplift at
joint 2.
7)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 S•
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 No 58126
Uniform Loads(plf)
Vert:1-5=-54
Trapezoidal Loads(plo -9
Vert:5=0(F=27,B=27)-to-3=-54(F=-0,B=-0),2=-2(F=9,B=9)-to-4=-20(F=-0,B=-0) O ST 7f
,O N A'Il
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989029
2747075-PSL-PEAVY HJ7 Diagonal Hip Girder 5 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:07 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-3dr2DKil N59UyBdGabcVkw?j3QhRw8vB4vi IynzFuyM
-1-5-0 5-1-9 9-10-1
1-5-0 5-1-9 4-8-7
4 Scale=1:22.8
4.24 12
3x4
3
2
8
1 6
v° 7 6
2x4= 2x4 11 3x4= 5
5-1-9 9-10-1
5-1-9 4-8-7
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.02 7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 6-7 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.40 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.03 6-7 >999 240 Weight:42 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-7 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-7,6=Mechanical
Max Horz 2=307(LC 8)
Max Uplift 4=-267(LC 8),2=-244(LC 8),6=-142(LC 8)
Max Grant 4=297(LC 13),2=389(LC 1),6=402(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-733/204
BOT CHORD 2-7=-439/762,6-7=-439/762
WEBS 3-7=0/250,3-6=-823/474
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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. 1111�1 11�I,�
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. �����.•G E•N
5)Refer to girder(s)for truss to truss connections. ���Q �'\ tC`••��i
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 267 lb uplift at joint 4,244 lb uplift at
joint 2 and 142 lb uplift at joint 6. No 58126
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 O F •�
Uniform Loads(plf) O
Vert:1-8=-54 i�,Tc• P ����,
Trapezoidal Loads(plo ��``s •••O R �•
Vert:8=0(F=27,B=27)-to-4=-133(F=-39,B=-39),2=-2(F=9,B=9)-to-5=-49(F=-15,B=-15) is10 N A�0?���,
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989030
2747075-PSL-PEAVY HJ71 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:08 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-YgPQQgjN80H LZLCS817kH8YtWgtdfcW LJZSsU DzFuyL
-1-5-0 3-9-1 6-3-6 9-10-1
1-5-0 3-9-1 2-6-5 3-6-11
5 Scale=1:23.1
4.24 12 3x4
4
m
A
O
N
M
3
$ o
10 2 2x4 11 3x4= 4
1
d° d•
d. d, 9
3x4= 3x4 11
3-9-1 6-3-6 9-10-1
3-9-1 2-6-5 3-6-11
Plate Offsets(X,Y)-- [3:0-4-0,0-1-51
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.19 9 >583 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.39 9 >292 240
BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.14 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.33 9 >346 240 Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 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.
3-9:2x8 SP 240OF 2.OE
WEBS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical,2=0-10-7,7=Mechanical
Max Horz 2=303(LC 8)
Max Uplift 5=-194(LC 8),2=-241(LC 8),7=-212(LC 8)
Max Grant 5=208(LC 13),2=399(LC 1),7=491(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-4=-1170/483
BOT CHORD 3-8=-693/1209,7-8=-693/1209
WEBS 4-8=0/300,4-7=-1286/737
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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. ,�N
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •C,E•N •
�9 �i�
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide : Q ;•�,� S� •,7/ 0
will fit between the bottom chord and any other members. i
5)Refer to girder(s)for truss to truss connections. No 58126
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 194 lb uplift at joint 5,241 lb uplift at
joint 2 and 212 lb uplift at joint 7.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -9 ;
LOAD CASE(S) Standard .00 #�O �1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25i TUniform Loads(plf) R \�.••G�,��
Trapezoidal Loads(pIf) ��S�O N A -
Vert:10=O(F=27,B=27)-to-3=-37(F=9,B=9),3=-37(F=9,B=9)-to-5=-133(F=-39,B=-39),2=-2(F=9,B=9)-to-9=-17(F=1,B=1),
3=-13(F=3,B=3)-to-6=-49(F=-15,B=-15) Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989031
2747075-PSL-PEAVY K1 Half Hip Girder 1
2 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:09 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-OOzpdOjOuiQCBVnfiOezgL5ljED1040UYDBPOfzFuyK
-1-0-0 2-8-6 7-0-0 12-7-10 15-4-0
1-0-0 2-8-6 4-3-10 5-7-10 2-8-6
Scale=1:31.0
Special
NAILED NAILED
Sx8=
NAILED NAILED 3x4= 3x6=
4 12 13 5 14 6
6.00 12
3
8 9
2 10 _ 9
15 16 3x6— q
2x4 NAILED NAILED
e Special s
c a• 11 8 s
ST1.5x8 STP= 22x411 3x6= 7
3x6= ST1.5x8 STP=
NAILED 3x6
2-8-6 7-0-0 12-7-10 15-4-0
2-8-6 4-3-10 5-7-10 2-8-6
Plate Offsets(X,Y)-- [2:0-6-0,0-0-61,[3:0-0-7,0-2-81,[4:0-6-0,0-2-81
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) 0.40 11 >441 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.41 11 >434 240
BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(CT) 0.29 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:163 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
4-6:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-11:2x6 SP No.2,3-9:2x4 SP No.1
WEBS 2x4 SP No.3*Except*
6-7:2x6 SP No.2
REACTIONS. (size) 7=0-7-10,2=0-7-10
Max Horz 2=258(LC 8)
Max Uplift 7=-997(LC 8),2=-775(LC 8)
Max Grav 7=1466(LC 25),2=1233(LC 25)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-638/253,3-4=-2750/1682,4-5=-1175/777,5-6=-862/572,6-7=-1552/1078
BOT CHORD 3-1 0=-1 624/2523,9-1 0=-1 649/2581,8-9=-1181/821,5-9=-460/515
WEBS 4-10=-426/1023,4-9=-1537/952,6-8=-1049/1569
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,2x6-2 rows staggered at 0-9-0 oc. ♦♦♦ �Q �' �'AF �I�
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ♦% X ••Ci E•N s• Q,9�1.
Webs connected as follows:2x4-1 row at 0-9-0 oc. �♦ �,� tC`••••
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. Z. No 58126
3)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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
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. �.4
F •�
5)Provide adequate drainage to prevent water ponding. O
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 wideO R
will fit between the bottom chord and any other members. �I�SS ••••••• •`•���♦
8) 2 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 997 lb uplift at joint 7 and 775 lb uplift at
joint ���,,�4 N A;,; ♦�♦
9)"NAILED"indicates 3-1 Od(0.148"xY)or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. Philip J.O'Regan PE No.58126
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)408 lb down and 424 lb up at MITek USA,Inc.FL Cert 6634
7-0-0 on top chord,and 507 lb down and 281 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s)is 6904 Parke East Blvd.Tampa FL 33610
the responsibility of others. Date:
LOAD CASE(S) Standard May 19,2021
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
T23989031
2747075-PSL-PEAVY K1 Half Hip Girder 1
2 Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:10 2021 Page 2
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-UCXBrMkef0Y3pfMrGjACMZdCTeYX7XedmtxzZ6zFuyJ
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-4=-54,4-6=-54,2-11=-20,3-9=-20,7-8=-20
Concentrated Loads(lb)
Vert:4=-1 73(B)9=-57(B)5=-1 07(B)10=-469(B)6=-1 33(B)12=-96(B)13=-96(B)15=-71(B)16=-71(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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
T23989032
2747075-PSL-PEAVY K2 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:12 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-QbexG2muBdon2yVEN8Cg RJXhRIgbMOwEBQ3d_zFuyH
-1-0-0 2-8-6 5-7-6 9-0-0 12-7-10 15-4-0
1-0-0 2-8-6 2-11-0 3-4-10 3-7-10 2-8-6
4x6= 3x8= Scale=1:33.3
5 14 6
6.00 12 2x4
4
13
3
10 9
2 8 11 O
2x4 11 4
3x8= Li
s s
a e 12 8 c
ST1.5x8 STP= 7 2x4 2x4
4x6= ST1.5x8 STP=
3x6 11
2-8-6 9-0-0 12-7-10 15-4-0
2-8-6 6-3-10 3-7-10 2-8-6
Plate Offsets(X,Y)-- [3:0-4-0,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.21 3-11 >846 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.45 3-11 >393 240
BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) -0.23 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.44 3-11 >409 240 Weight:83 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 5-9-12 oc purlins,
5-6:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-5-3 oc bracing.
3-12:2x6 SP No.2,8-10:2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 7=0-7-10,2=0-7-10
Max Horz 2=319(LC 12)
Max Uplift 7=-349(LC 12),2=-383(LC 12)
Max Grav 7=548(LC 1),2=678(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-316/0,3-4=-1215/1108,4-5=-762/633,5-6=-655/625,7-9=-520/580,6-9=-510/598
BOT CHORD 3-11=-1343/1214
WEBS 6-11=-699/730,4-11=-624/794
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. t J11111�1111,
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 9-0-0,Exterior(2E)9-0-0 � J O,
to 15-2-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60 ��`��\ •G E•N .
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific StC` •
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding. No 58126
•
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 349 lb uplift at joint 7 and 383 lb uplift at O F •�
joint 2. .00 •
0,4"Ss,ONA1-�
►n1111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989033
2747075-PSL-PEAVY K3 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:13 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-unCJTOm Wyxwdg64Qxrjv_BFjBrbGKps4Tr9d9RzFuyG
-1-0-0 2-8-6 7-10-0 10-10-8 12-7-10 14-10-6
1-0-0 2-8-6 5-1-10 3-0-8 1-9-2 2-2-12
4x4= 3x4 11 Scale=1:37.0
5 16 6
3x4 i
6.00 12 4
3
15
2x4 11
14
3
2 8 10 9 O
�} 11 2x4 11 Q
1 s 2x4
in
12 8
ST1.5x8 STP= 7
4x4
2x4 11 2x4 3x6 11
=
2-8-6 7-10-0 10-10-8 12-7-10 14-10-6
2-8-6 5-1-10 3-0-8 1-9-2 2-2-12
Plate Offsets(X,Y)-- [2:0-1-0,Edge],[3:0-0-7,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.24 3-11 >723 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.46 3-11 >372 240
BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) -0.27 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.52 3-11 >335 240 Weight:81 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
5-6:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
3-12:2x6 SP No.2,3-9:2x4 SP No.1,8-10:2x4 SP No.3 JOINTS 1 Brace at Jt(s):13
WEBS 2x4 SP No.3
REACTIONS. (size) 7=0-2-12,2=0-7-10
Max Horz 2=375(LC 12)
Max Uplift 7=-360(LC 12),2=-352(LC 12)
Max Grav 7=566(LC 17),2=667(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-305/0,3-4=-979/769,7-9=-541/575
BOT CHORD 3-11=-1 028/946,10-11=-1 028/946,9-1 0=-1 028/940
WEBS 4-11=-73/365,4-13=-1003/1094,9-13=-1019/1122
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `� t
10-1 0-8 to 14I8-10 zone;1ca tie cantilever eftdandtrightl exposed;C-C forrm2embe s and forrcesl&tMWFRS for0 to react reactions shown;Lumber `�� \Q �' O'RF�'�i,
DOL=1.60 plate grip DOL=1.60 ��� �`�\;••G•E•IV
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ` Q ,•• S�••,7i ��
to the use of this truss component. i
3)Provide adequate drainage to prevent water ponding. No 58126
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 at joint(s)7. F
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 360 lb uplift at joint 7 and 352 lb uplift at O
joint 2. P ����,
;O N AC E:
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989034
2747075-PSL-PEAVY K4 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:14 2021 Page 1
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-Mzmihkn8jE2UHGfcVZE8W Pou HFyd3DG DhVvAitzFuyF
1-0-0 2-8-6 7-10-0 12-10-8 14-10-6
1-0-0 2-8-6 5-1-10 5-0-8 1-11-14
4x4= 2x4 Scale=1:41.6
5 16 6
6.00 12 3x4
4
14 15 3
3
2 8 11 10 9 3x6— I9
2x4 11
01 2x4
e ° 12 8
ST1.5x8 STP= 7
4x4=
2x4 I I 2x4 11 3x6 11
2-8-6 7-10-0 12-7-10 14-10-6
2-8-6 5-1-10 4-9-10 2-2-12
Plate Offsets(X,Y)-- [2:0-1-0,Edge],[3:0-0-7,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.24 3-11 >725 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.46 3-11 >372 240
BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.25 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.48 3-11 >361 240 Weight:86 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
5-6:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing.
3-12:2x6 SP No.2,3-9:2x4 SP No.1,8-10:2x4 SP No.3 JOINTS 1 Brace at Jt(s):13
WEBS 2x4 SP No.3
REACTIONS. (size) 7=0-2-12,2=0-7-10
Max Horz 2=436(LC 12)
Max Uplift 7=-386(LC 12),2=-327(LC 12)
Max Grav 7=606(LC 17),2=666(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-305/0,3-4=-986/686,7-9=-581/645
BOT CHORD 3-11=-1 046/977,10-11=-1 046/977,9-1 0=-1 051/969
WEBS 4-11=-56/367,4-13=-1040/1108,9-13=-1080/1174
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
12-1 0-8 to 14I8-10 zone;1ca tie cantilever eftdandtrightl exposed;C-C forrm2embe s and forrcesl&tMWFRS for0 to react reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60 ••G•E•N
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ` Q S�'•,
to the use of this truss component. i
3)Provide adequate drainage to prevent water ponding. No 58126
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 at joint(s)7. O F
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 386 lb uplift at joint 7 and 327 lb uplift at O 4
joint 2.
,O N A'
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989035
2747075-PSL-PEAVY K5 Monopitch 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:15 2021 Page 1
ID:trCwNcWNUe6b8xjZq_fDoXzFxby-gAK4u4omUYALvQEp2GIN3cK?nfl Mon 1 Mw9ejEJzFuyE
-1-0-0, 2-8-6 7-10-0 12-7-10 14-10-6
1-0-0 2-8-6 5-1-10 4-9-10 2-2-12
3x4 11 Scale=1:46.0
6.00 12 5
5x8
4
12
3
2 6 8 10 9 8 3x6= o
2x4 11 q
a 2x4 11
ST1.5x8 STP— 11 1 6
4x4— 2x4 11 2x4 11 3x6 11
2-8-6 7-10-0 12-7-10 14-10-6
2-8-6 5-1-10 4-9-10 2-2-12
Plate Offsets(X,Y)-- [2:0-1-0,Edge],[3:0-0-7,0-2-8],[4:0-4-0,0-34]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.24 3-10 >735 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.46 3-10 >375 240
BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) -0.26 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.50 3-10 >346 240 Weight:81 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins,
1-4:2x4 SP M 31 except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-7-8 oc bracing.
3-11:2x6 SP No.2,3-8:2x4 SP No.1,7-9:2x4 SP No.3 WEBS 1 Row at midpt 4-8
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-2-12,2=0-7-10
Max Horz 2=491(LC 12)
Max Uplift 6=-412(LC 12),2=-300(LC 12)
Max Grav 6=649(LC 17),2=659(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-316/0,3-4=-983/604,6-8=-624/665,5-8=-183/267
BOT CHORD 3-1 0=-1 022/998,9-1 0=-1 022/998,8-9=-1028/992
WEBS 4-10=-64/367,4-8=-1070/1099
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 14-8-10 zone;cantilever
left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��`.��\ •Ci E•N �'9 �i�
to the use of this truss component. : Q ;•�,� StC`••��i ��
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 58126
•
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 412 lb uplift at joint 6 and 300 lb uplift at
joint 2. O F
oR `oP, N
i'*4O N A1-E?�`�
���►n�11111 ,4
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989036
2747075-PSL-PEAVY K6 Monopitch 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:15 2021 Page 1
I D:trCwNcW NUe6b8xjZq_fDoXzFxby-gAK4u4omUYALvQEp2Gl N3cK_UfNVod?Mw9ejEJzFuyE
-1-0-0 7-10-0 14-10-6
1-0-0 7-10-0 7-0-6
3x4 11 Scale=1:46.0
6.00 12 4
Sx8 i
8
3
7
2
0
ST1.5x8 STP= 6 5
4x4= 2x4 11 6x8=
7-10-0 14-10-6
7-10-0 7-0-6
Plate Offsets(X,Y)-- [3:0-4-0,0-3-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.07 2-6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.16 2-6 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.12 2-6 >999 240 Weight:76 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 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing.
REACTIONS. (size) 5=0-2-12,2=0-7-10
Max Horz 2=491(LC 12)
Max Uplift 5=-413(LC 12),2=-305(LC 12)
Max Grav 5=648(LC 17),2=649(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-747/297,4-5=-184/305
BOT CHORD 2-6=-759/718,5-6=-760/714
WEBS 3-6=0/340,3-5=-815/865
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 14-8-10 zone;cantilever
left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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. ,�� �Q J' O'RF
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �*-� \\• •C,E•N
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 � SAC`••,7/ ��
will fit between the bottom chord and any other members. i
5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. Z. No 581 26
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 lb uplift at joint 5 and 305 lb uplift at * yt
joint 2.
OF411
'
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989037
2747075-PSL-PEAVY K7 Monopitch 3 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:16 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-JMuS6PpPFsICXap?c_HccgtCb2fJXBq W9pOHmlzFuyD
-1-0-0, 7-1-10 10-2-10 14-10-6
1-0-0 7-1-10 3-1-0 4-7-12
2x4 Scale=1:46.0
5
6.00 12
3x6 i
4
5x6 i 12
3
11
8
2 4x6— v
3x8—
0 1 ,
ST1.5x8 STP— 10 7 6
4x4=
4x4 11 3x4— 6x8—
7-1-10 10-2-10 14-10-6
7-1-10 3-1-0 4-7-12
Plate Offsets(X,Y)-- [3:0-3-0,0-3-01,[10:Edge,0-3-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.14 8-9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.25 8-9 >692 240
BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) -0.32 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.27 8-9 >629 240 Weight:87 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
3-10:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-2-12,2=0-7-10
Max Horz 2=491(LC 12)
Max Uplift 6=-413(LC 12),2=-305(LC 12)
Max Grav 6=648(LC 17),2=649(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-786/352,3-4=-529/301
BOT CHORD 2-10=-796/748,8-9=-1115/1045,4-8=-402/493,6-7=-450/410
WEBS 3-8=-664/704,4-6=-632/694
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 14-8-10 zone;cantilever
left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� \Q �' RF
to the use of this truss component. ��� �`�\;••G•E•N �9 4#
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` Q ,••�,� SF••,
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 i
will fit between the bottom chord and any other members. No 58126
5)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 lb uplift at joint 6 and 305 lb uplift at
joint 2. -9
S OF
.00�• •411:
•,�S'`S��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989038
2747075-PSL-PEAVY K8 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:17 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-nYSgJlq 109Q38kOBAhor81 QNGS 1 mGd9fNT7gl CzFuyC
-1-0-0 7-10-10 13-0-0 14-0-6, 16-2-10
1-0-0 7-10-10 5-1-6 1-0-6 2-2 4
4x4= 6x8= 2x4 11 Scale=1:41.9
4 5 6
0
6.00 12 3x4 i N
3
M
2x4= 7 0
12 13 3x4= f6
m
m
2
d11
0
11 10
ST1.5x8 STP= 9
4x4=
2x4 I I 3x4=
3x6=
7-10-10 13-0-0 14-0-6, 16-2-10
7-10-10 5-1-6 1-0-6 2-2-4
Plate Offsets(X,Y)-- [2:0-1-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.08 2-11 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.18 2-11 >883 240
BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) -0.01 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.11 2-11 >999 240 Weight:94 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* except end verticals.
5-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,9=0-2-12
Max Horz 2=440(LC 12)
Max Uplift 2=-300(LC 12),9=-475(LC 12)
Max Grav 2=609(LC 17),9=743(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-655/200
BOT CHORD 2-11=-581/615,10-11=-581/615,8-9=-446/875,5-8=-431/716
WEBS 3-11=-9/326,3-10=-745/756
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 13-0-0,Exterior(2E)
13-0-0 to 16-0-14 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 ,�N
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ♦♦♦.��\ •Ci E•N
to the use of this truss component. •�,� S�••,7/ ��
3)Provide adequate drainage to prevent water ponding. i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z. No 58126
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. •; OF
7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. O 4t
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 2 and 475 lb uplift at i�,T�• O P,•\�♦�
joint 9. •., O R �•
i0��ss,4 N AL� �`�♦
1111111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989039
2747075-PSL-PEAW K9 Half Hip 1 1
Job Reference(optional)
Builders FirstSource,Fort Piece,FL 34945 8.430 s Dec 17 2020 MiTek Industries,Inc. Wed May 19 09:01:00 2021 Page 1
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-rzXSR9gMKDZJ_N PL?fWszKgr73ffmK3?Mg5tX6zF?Dn
1-0-0 5-94 11-0-0 14-0-6 16-2-10
1-0-0 5-9-4 5-2-12 3-0-6 2-2-4
5x6= 3x6= 2x4 11 Scale=1:36.0
4 5 6
v
12 w
2x4 E:
3
12 3x4= 7 0
ur 3x4= "7
11 T
2
10 13 14
ST1.5x8 STP= 9
3x6
3x4= 5x6 11
=
5-9-4 11-0-0 14-0-6 16-2-10
5-94 5-2-12 3-0-6 2-2 4
Plate Offsets(X,Y)-- [2:0-2-12,0-1-8],[4:0-3-0,0-2-0]
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 0.56 Vert(LL) -0.18 9-10 >890 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.31 9-10 >523 240
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.04 2-10 >999 240 Weight:90 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins, except
BOT CHORD 2x4 SP No.2*Except* end verticals.
5-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=564/0-7-10,9=673/0-2-12
Max Horz 2=379(LC 12)
Max Uplift 2=-327(LC 12),9=-468(LC 9)
Max Grav 2=720(LC 17),9=862(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-11=-981/401,11-12=-929/403,3-12=-879/414,3-4=-1047/721
BOT CHORD 2-10=-743/907,8-9=-266/630,5-8=-222/454
WEBS 3-10=-390/625,4-10=-781/976,4-9=-519/599
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 11-0-0,Exterior(2E)11-0-0
to 16-0-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 `,`1 1 1 1 11 1 1''
plate grip DOL=1.60 � I��
0
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ``��\��p 'RF�♦.,,
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding. ; Q ��G.E N S�•�2♦♦'
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 58126
will fit between the bottom chord and any other members,with BCDL=10.Opsf. * •:yt
6)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 lb uplift at joint 2 and 468 lb uplift at O S F :��:
joint 9. ♦♦♦♦��0, .........
�SS,O►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989040
2747075-PSL-PEAVY K10 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:10 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-UCXBrMkefOY3pfMrGjACMZdAnedj7OddmtxzZ6zFuyJ
-1-0-0 4-9-4 9-0-0 16-2-10
1-0-0 4-9-4 4-2-12 7-2-10
Scale=1:32.9
4x6=
3x8=
4 9 10 5
6.00 12
2x4
8
3 M
0
v
2
e
a e 7
ST1.5x8 STP= 6
3x8=
3x6= 2x4=
9-0-0 16-2-10
9-0-0 7-2-10
Plate Offsets(X,Y)-- [2:0-2-12,0-1-81,[4:0-34,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.13 2-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.26 2-7 >725 240
BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) -0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.06 2-7 >999 240 Weight:83 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-9 oc bracing.
REACTIONS. (size) 2=0-7-10,6=0-2-12
Max Horz 2=319(LC 12)
Max Uplift 2=-408(LC 12),6=-367(LC 12)
Max Grav 2=701(LC 17),6=580(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-939/819,3-4=-662/554,4-5=-573/586,5-6=-524/654
BOT CHORD 2-7=-1029/877
WEBS 3-7=-342/490,5-7=-660/656
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 9-0-0,Exterior(2E)9-0-0
to 16-0-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 1111�1111�I,,
plate grip DOL=1.60 ���
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �QF
to the use of this truss component. ���� .•G E•IV S;. �,9 1#4:11
3)Provide adequate drainage to prevent water ponding. :�Q �,� tC`••��i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 58126 .0
•
will fit between the bottom chord and any other members.
6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. F
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 408 lb uplift at joint 2 and 367 lb uplift at O
joint 6.
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989041
2747075-PSL-PEAVY K11 Half Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:11 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-yO4Z2ilGQJgwQpwl pRhRvmALE 1 xGss?n?XgW5YzFuyl
-1-0-0 7-0-0 11-7-5 16-2-10
1-0-0 7-0-0 4-7-5 4-7-5
Scale=1:29.8
NAILED NAILED
4x6— _
NAILED 3x4 NAILED NAILED 3x8=
3 9 10 4 11 12 13 5
6.DO 12
a�
0
A
2
m
�' s• 8 6x8= 14 15 7 3x8= 16 17
ST1.5x8 STP— Special NAILED NAILED NAILED NAILED 6
3x4 i 3x6=
7-0-0 11-7-5 16-2-10
7-0-0 4-7-5 4-7-5
Plate Offsets(X,Y)-- [2:0-2-10,0-1-81,[7:0-3-8,0-1-81,[8:0-3-8,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.15 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.14 7-8 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:82 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins,
3-5:2x4 SP No.2 except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-6 oc bracing.
WEBS 2x4 SP No.3*Except*
5-6:2x4 SP No.2
REACTIONS. (size) 2=0-7-10,6=0-2-12
Max Horz 2=258(LC 21)
Max Uplift 2=-904(LC 8),6=-997(LC 8)
Max Grav 2=1390(LC 25),6=1561(LC 25)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2344/1435,3-4=-2073/1370,4-5=-1583/1030,5-6=-1477/1053
BOT CHORD 2-8=-1354/2042,7-8=-1030/1583
WEBS 3-8=-511/794,4-8=-435/626,4-7=-771/665,5-7=-1292/1980
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,,11111 111 11,,,
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. .•G E�IV S; .4:1
3)Provide adequate drainage to prevent water ponding. �,\ tC`••��i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 58126
•
will fit between the bottom chord and any other members.
6)Bearing at joint(s)6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6. S F
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 904 lb uplift at joint 2 and 997 lb uplift at O
joint 6. 0 T••,
9) 'NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25")toe-nails per NDS guidlines.
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)812 lb down and 628 lb up at �0 ss • .........
\ �,
O bottom 11) Inthe LOADCASE(S)se to design/selection connection device(s)
( h responsibility
l t loads applied to the face of the trussarenoted s front(F)orback(B�rs.
LOAD CASE(S) Standard Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610
Uniform Loads(plf) Date:
Vert:1-3=-54,3-5=-54,2-6=-20
May 19,2021
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
T23989041
2747075-PSL-PEAVY K11 Half Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:11 2021 Page 2
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-yO4Z2ilGQJgwQpw1 pRhRvmALE 1 xGss?n?XgW5YzFuyl
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:8=-724(F)11=-107(F)13=-107(F)14=-201(F)15=-201(F)16=-57(F)17=-57(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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
T23989042
2747075-PSL-PEAVY L1 Common 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:19 2021 Page 1
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-jxZbkRrHYmgnOl YaH6gJDSVjmGd5kfpyrncxN4zFuyA
4-11-8 9-11-0
4-11-8 4-11-8
4x6= Scale=1:21.2
2
6.00 12
3
1
Io
d° 3x8 4 6° 4x4=
d° o• 6° 6•
2x4
ST1.5x8 STP= ST1.5x8 STP=
4x4= 3x8
2- 4-11-8 9-2-10 9-11-0
-2- 4-9-2 4-3-2 0-8-6
Plate Offsets(X,Y)-- [1:0-2-6,Edge1,[1:0-0-8,1-0-51,[3:0-2-6,Edge1,[3:0-0-8,1-0-51
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.02 1-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.03 1-4 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.04 1-4 >999 240 Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x6 SP No.2,Right:2x6 SP No.2
REACTIONS. (size) 1=0-7-10,3=0-7-10
Max Horz 1=-123(LC 10)
Max Uplift 1=-196(LC 12),3=-196(LC 12)
Max Grav 1=343(LC 1),3=343(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-480/623,2-3=-480/649
BOT CHORD 1-4=-418/377,3-4=-418/377
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
lreactions vho n;Lumber OL=1 60 plate grip DOL=1 60 cantilever left and right exposed;C-C for members and
forces&MWFRS for
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ���.��\ •Ci E•N
to the use of this truss component. : Q ;•V StC`••
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 58126
•
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 196 lb uplift at joint 1 and 196 lb uplift at
joint 3. -9
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989043
2747075-PSL-PEAVY L2 Common 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:20 2021 Page 1
I D:trCwNcW NUe6b8xjZq_fDoXzFxby-B77zxnsvJ4oe?B6mrpLYmg2tPg_hT6G64QM UvXzFuy9
-1-0-0 4-11-8 9-11-0
1-0-0 4-11-8 4-11-8
4x6= Scale=1:21.9
3
6.00 12
2
4
6• 3x8 11 6
6• 6•
ST1.5x8 STP= 2x4 11 5 3x6=
4x4=
2- 4-11-8 8-10-8 9-11-0
0-2- 4-9-2 3-11-0 1-0-8
Plate Offsets(X,Y)-- [2:0-2-10,0-0-81,[2:0-0-8,1-0-51
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.01 2-6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.03 2-6 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.03 2-6 >999 240 Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x6 SP No.2
REACTIONS. (size) 4=1-4-0,2=0-7-10,5=0-3-8
Max Horz 2=138(LC 11)
Max Uplift 4=-92(LC 12),2=-307(LC 12),5=-116(LC 12)
Max Grav 4=190(LC 1),2=415(LC 17),5=228(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-429/539,3-4=-429/562
BOT CHORD 2-6=-340/349,5-6=-340/349,4-5=-340/349
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
forces&MWFRS foplreactio evshowFRSrrdLumtber OL-and
1 60 plate grip DOL=1 60 cantilever left and right exposed;C-C for members and ,,`,�\Q
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific %.�\\ •Ci E•N
to the use of this truss component. : Q ;•�,� StC`••
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 58126
•
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 92 lb uplift at joint 4,307 lb uplift at joint
2 and 116 lb uplift at joint 5. -9 ;
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989044
2747075-PSL-PEAVY L3 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:21 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-fKhL97tX4OwVdLhyPXsnJtaBo3WiCadF1452SzzFuy8
-1-0-0 3-0-0 6-11-0 9-11-0 10-11-0
1-0-0 3-0-0 3-11-0 3-0-0 1-0-0
Scale=1:22.1
NAILED
4x4= NAILED
NAILED 4x4=
3 9 4
6.00 12
M
0
5
2
M
6
6° 10 6°
8 7
�° NAILED 6° 6°
3x4= 2x4 2x4 11 ST1.5x8 STP=
Special Special 3x4—
3-0-0 6-11-0 9-11-0
3-0-0 3-11-0 3-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.02 8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.02 7-8 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:38 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 9-9-7 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-10-0,5=0-7-10
Max Horz 2=-98(LC 6)
Max Uplift 2=-425(LC 8),5=-423(LC 8)
Max Grav 2=530(LC 29),5=528(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-713/473,3-4=-598/452,4-5=-711/473
BOT CHORD 2-8=-356/621,7-8=-360/633,5-7=-354/619
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)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. I,�
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� \Q RF 040
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 ��� .���;••G•E•N
will fit between the bottom chord and any other members. Q ,•• S�••,
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 425 lb uplift at joint 2 and 423 lb uplift at i
joints. No 58126
8)"NAILED"indicates 3-1 Od(0.148"xY)or 3-12d(0.148"x3.25")toe-nails per NDS guidlines.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)85 lb down and 106 lb up at
3-0-0,and 85 lb down and 106 lb up at 6-10-4 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others. O F
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O
LOAD CASE(S) Standard ��,�,�.• O R I
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��lSs '••"• \ ��
Uniform Loads Vert 1(3I�54,3-4=-54,4-6=-54,2-5=-20 ,10 N A11
Concentrated Loads(lb) Philip J.O'Regan PE No.58126
Vert:8=-46(F)7=-46(F)10=-6(F) MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989045
2747075-PSL-PEAVY M1 Common 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:22 2021 Page 1
I D:trCwNcW NUe6b8xjZq_fDoXzFxby-7W FjMTt9rh2MFVG9zENOr57lbToPxOhOXkrb_PzFuy7
4-6-0 9-0-0
4-6-0 4-6-0
4x6= Scale=1:20.0
2
6.00 12
3
1
Io
�. 4 �.
2x4 4° 6
3x4 ST1.5x8 STP=
ST1.5x8 STP= 3x4
4-6-0 9-0-0
4-6-0 4-6-0
Plate Offsets(X,Y)-- [1:0-2-10,0-1-81,[3:0-2-10,0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.01 1-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.02 1-4 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.03 1-4 >999 240 Weight:32 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 8-6-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-7-10,3=0-7-10
Max Horz 1=-112(LC 10)
Max Uplift 1=-176(LC 12),3=-176(LC 12)
Max Grav 1=309(LC 1),3=309(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-429/582,2-3=-429/608
BOT CHORD 1-4=-390/337,3-4=-390/337
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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
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. ,�� �Q
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��`��\ •C,E•n/ �'9
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 : Q ;•�,� StC`••
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 176 lb uplift at joint 1 and 176 lb uplift at No 58126
•
joint 3.
'>J :I►
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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 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
T23989046
2747075-PSL-PEAVY M2 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:23 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-bip5apuob?ADsfrLWyvFOIgY8tBsgTGYmOa9WrzFuy6
-1-0-0 3-0-0 6-0-0 9-0-0 10-0-0
1-0-0 3-0-0 3-0-0 3-0-0 1-0-0
Scale=1:20.5
NAILED Special
4x4= NAILED 4x4—
3 9 4
6.00 12
c?
0
5
2
1 6 Io
o° 6' 8 10 7
5 6 2x4 II NAILED 2x4 II o
ST1.5x8 STP= ST1.5x8 STP=
Special Special
2x4= 2x4=
3-0-0 6-0-0 9-0-0
3-0-0 3-0-0 3-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.02 8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 8 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.05 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:35 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,5=0-7-10
Max Horz 2=-98(LC 23)
Max Uplift 2=-375(LC 8),5=-348(LC 8)
Max Grav 2=493(LC 29),5=473(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-607/347,3-4=-522/337,4-5=-635/365
BOT CHORD 2-8=-265/548,7-8=-268/558,5-7=-268/550
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)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. ,�� \Q �' RF
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 ,�� .��\;••G•E•N �9 ��i
will fit between the bottom chord and any other members. Q ,••�,� S�••,
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 375 lb uplift at joint 2 and 348 lb uplift at i
joint 5. No 58126
8)"NAILED"indicates 3-1 Od(0.148"xY)or 3-12d(0.148"x3.25")toe-nails per NDS guidlines.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)251 lb down and 212 lb up at
6-0-0 on top chord,and 85 lb down and 106 lb up at 3-0-0,and 30 lb down at 5-11-4 on bottom chord. The design/selection of
such connection device(s)is the responsibility of others. OF
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O
LOAD CASE(S) Standard �� •., O Fj
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��I ss '••'•• •\ �,
Uniform Loads(plf)
Vert:1-3=-54,3-4=-54,4-6=-54,2-5=-20 ��//111111111�,
Concentrated Loads(lb) Philip J.O'Regan PE No.58126
Vert:8=-46(F)7=-6(F)10=-6(F) MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989047
2747075-PSL-PEAVY N1 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:24 2021 Page 1
I D:trCwNcW NUe6b8xjZq_fDoXzFxby-4vNUn8vQMJ 14UoQX4fQUwWCiN H UnPtKh?2Ki2lzFuy5
1-10-8 4-4-0 6-9-8 8-8-0
1-10-8 2-5-8 2-5-8 1-10-8
Scale=1:16.2
NAILED 5x8=
6.00 12 5x8
NAILED 2x4 NAILED
=
2 9 3 10 4
5
1 r?
� I
0" 8 11 12 7 13 6 NAILED 14 �.
4° 2x4 II NAILED NAILED 3x8— NAILED 2x4 II NAILED
NAILED
NAILED NAILED
3x4= NAILED ST1.5x8 STP=
ST1.5x8 STP= 3x4=
1-10-8 4-4-0 6-9-8 8-8-0
1-10-8 2-5-8 2-5-8 1-10-8
Plate Offsets(X,Y)-- [1:0-2-0,Edge),[2:0-6-0,0-2-81,[4:0-6-0,0-2-81,[5:0-2-0,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.03 7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.05 7 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.04 7 >999 240 Weight:43 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-7 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-7-10,5=0-7-10
Max Horz 1=-44(LC 6)
Max Uplift 1=-390(LC 8),5=-454(LC 8)
Max Grav 1=697(LC 36),5=847(LC 37)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1269/710,2-3=-1599/893,3-4=-1599/893,4-5=-1316/727
BOT CHORD 1-8=-585/1109,7-8=-611/1162,6-7=-629/1182,5-6=-601/1122
WEBS 2-8=-162/331,2-7=-258/517,4-7=-241/466,4-6=-175/370
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 `II j 1 t 1111,
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. ,�� \Q �' RF
4)Provide adequate drainage to prevent water ponding. ��\• G,E•N
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` Q ,•��,� S��•,
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
will fit between the bottom chord and any other members. No 58126
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 390 lb uplift at joint 1 and 454 lb uplift at
joint 5.
8)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(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). 411
LOAD CASE(S) Standard .0 A\•• P•• ���
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��j 4 O R \
Uniform Loads Vert 1(2=-54,2-4=-54,4-5=-54,1-5=-20
Concentrated Loads(lb) ��//111111111�,
Vert:8=-143(F=17,B=-160)6=17(F)12=-236(B)13=-236(B)14=-237(B) Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989048
2747075-PSL-PEAVY V1 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:25 2021 Page 1
ID:trCwNcW N Ue6b8xjZq_fDoXzFxby-Y5xs_Uw27cRx6y?keNxjTjlrW htb8MArDi3FbkzFuy4
3-4-8 6-9-0
3-4-8 3-4-8
4x4= Scale=1:14.0
2
6.00 12
3
1
a =o
6FW
0
4
2x4 i 2x4 2x4
0- -8 6-9-0
0- -8 6-8-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=6-8-0,3=6-8-0,4=6-8-0
Max Horz 1=68(LC 11)
Max Uplift 1=-77(LC 12),3=-77(LC 12),4=-78(LC 12)
Max Grav 1=105(LC 17),3=115(LC 18),4=202(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-4=-149/307
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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
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)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� • •
RF �i'e
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 .��\;••GEN �'9 ��i
will fit between the bottom chord and any other members. Q ,••�,� S11
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 1,77 lb uplift at joint 3 i
and 78 lb uplift at joint 4. No 58126
?� S .• 411
•,�S'`S10 N A�
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989049
2747075-PSL-PEAVY V2 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:26 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-OH UECgxguwZnj6awC4SyOxl5e4FBtgr_SMpp7AzFuy3
1-4-8 2-9-0
1-4-8 1-4-8
6.00 12 2 3x6= Scale=1:6.1
3
Oi
v
§ Io
0 0
2x4- 2x4
2-8-8 290
2-8-8 010-8
Plate Offsets(X,Y)-- [2:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 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 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-8-0,3=2-8-0
Max Horz 1=19(LC 11)
Max Uplift 1=-31(LC 12),3=-31(LC 12)
Max Grav 1=55(LC 1),3=55(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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
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)Gable requires continuous bottom chord bearing.
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. ;••G•E•IV •
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift atjoint 1 and 31 lb uplift at ` Q ,••� S� •,
i
joint 3. No 58126
OF • LCl '
O•• •<v
ONM-
►n1111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989050
2747075-PSL-PEAVY V3 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:27 2021 Page 1
I D:trCwNcWNUe6b8xjZq_fDoXzFxby-UT2cPAxlfEheLG961ozBY8gFmUZtcH58hOYMfdzFuy2
1-10-8 2-9-8 4-8-0
1-10-8 0-11-0 1-10-8
3x6= 3x6= Scale=1:8.8
6.00 12 2 3
4
4�5
1
0
v
Q O
o a
2x4 i 2xa
O Or8 4-8-0
0-0-8 4-7-8
Plate Offsets(X,Y)-- [2:0-3-0,0-2-01,[3:0-3-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-7-0,4=4-7-0
Max Horz 1=32(LC 11)
Max Uplift 1=-72(LC 12),4=-72(LC 12)
Max Grav 1=126(LC 1),4=126(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-187/290,2-3=-186/296,3-4=-187/290
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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
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)Gable requires continuous bottom chord bearing. ,�� �Q J' 0
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��`��\ •C,E•n/ �'9 �i�
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 : Q ;•�,� StC`••��i ��
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 72 lb uplift at joint 1 and 72 lb uplift at No 58126
•
joint 4.
'>J • I►
S OF
►n�ri��
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989051
2747075-PSL-PEAVY V4 Valley 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:28 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-ygc_d WywQXpVzQkIJ VUQ5M NQquxpLkLHvg IvB3zFuy1
2-0-0
2-0-0
Scale=1:7.8
2
6.00 12
1
d
cr
0
3
2x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=1-11-8,2=1-11-8,3=1-11-8
Max Horz 1=42(LC 12)
Max Uplift 1=-18(LC 12),2=-46(LC 12)
Max Grav 1=55(LC 17),2=48(LC 17),3=27(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `,`1 1 1 1 11 1 11'
will fit between the bottom chord and any other members. %% I��
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify � \Q
capacity of bearing surface. ��% �\;•• • •N �9 '10i
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 46 lb uplift at ` Q ,••�'\GE Sic••,
i
joint 2. No 58126
ST F
��S��NA�0?���,
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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 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
T23989052
2747075-PSL-PEAVY V5 Valley 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:28 2021 Page 1
ID:trCwNcW NUe6b8xjZq_fDoXzFxby-ygc_d WywQXpVzQkIJ VUQ5M N Lnuu7LkLHvg IvB3zFuy1
4-0-0
4-0-0
Scale=1:12.8
2
2x4
6.00 12
1
V
a
0
3
2x4 G 2x4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.20 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:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=3-11-8,3=3-11-8
Max Horz 1=98(LC 12)
Max Uplift 1=-43(LC 12),3=-93(LC 12)
Max Grav 1=128(LC 17),3=145(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-136/268
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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 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. `��\ •Ci E•N �'9
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 1 and 93 lb uplift at : Q ;•�,� S4C' ��i
joint 3. : No 58126
�:• OF
OR
ON A\-�
n1111
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989053
2747075-PSL-PEAVY V6 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:29 2021 Page 1
ID:trCwNcW N Ue6b8xjZq_fDoXzFxby-QsAMgszYBrxMbal VtC?fdZwYFIFh498Q8K1 TkVzFuyO
6-0-0
6-0-0
2x4 11 Scale=1:19.7
3
6.00>5_22x4
2
Ci
v
a
� hhl.hh.tihhl
5 4
2x4 i 2x4 II 2x4 11
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 0.21 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:23 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=5-11-8,4=5-11-8,5=5-11-8
Max Horz 1=158(LC 12)
Max Uplift 4=-64(LC 12),5=-188(LC 12)
Max Grav 1=61(LC 1),4=101(LC 17),5=296(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-338/144
WEBS 2-5=-269/531
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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. `,��\ 0'RF�,�i,
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 ,•'�,� SF'•,
will fit between the bottom chord and any other members. i
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 4 and 188 lb uplift at No 581 26
joint 5.
OF
411
O N A�E 00
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989054
2747075-PSL-PEAVY V7 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:30 2021 Page 1
I D:trCwNcW N Ue6b8xjZq_fDoXzFxby-u2kl2C_By93DCjthRwXuAnSi IiZZpc_aN_nOGyzFuy?
8-0-0
8-0-0
2x4 11 Scale=1:25.7
3
6
6.00 12
2x4 11
cT 2
1
v
a
0
2x4 i 2x4 42x4 11
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 0.32 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=7-11-8,4=7-11-8,5=7-11-8
Max Horz 1=219(LC 12)
Max Uplift 4=-90(LC 12),5=-250(LC 12)
Max Grav 1=95(LC 1),4=142(LC 17),5=394(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-394/160
WEBS 2-5=-316/616
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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)0-7-9 to 6-7-9,Interior(1)6-7-9 to 7-10-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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. �����\ •C,E•n/ �'9 .ice
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 : Q ;•�,� StC`••��i ��
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 lb uplift at joint 4 and 250 lb uplift at N O 58126
•
joint 5.
'>J • X►
OF
i,41lSs"oil
O N A'
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989055
2747075-PSL-PEAVY V8 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:30 2021 Page 1
I D:trCwNcWNUe6b8xjZc_fDoXzFxby-u2kl2C_By93DCjthRwXuAnSfuiXTpbWaN_nOGyzFuy?
10-0-0
10-0-0
Scale=1:30.1
3
2x4
7 No 58126
2x4
*: :*
2 3 OF .4/
a Philip J.O'Regan PE No.58126
a MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
3x4 i 5 4 Date:
2x4 11 2x4 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.21 Horz(CT) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:40 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=9-11-8,4=9-11-8,5=9-11-8
Max Horz 1=280(LC 12)
Max Uplift 4=-113(LC 12),5=-320(LC 12)
Max Grav 1=124(LC 1),4=177(LC 17),5=504(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-462/184,3-4=-138/267
WEBS 2-5=-382/719
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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)0-7-9 to 6-7-9,Interior(1)6-7-9 to 9-10-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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 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 113 lb uplift at joint 4 and 320 lb uplift at
joint 5.
May 19,2021
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
T23989056
2747075-PSL-PEAVY V9 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:31 2021 Page 1
I D:trCwNcWN Ue6b8xjZq_fDoXzFxby-MF17FY_pjSB4gtSt_d27j_?sr5wFY54jceWaoOzFuy_
3-9-8
3-9-8
Scale=1:12.3
2
2x4 11
6.00 12
1
v
a
0
3
2x4 G 2x4 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 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:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=3-9-0,3=3-9-0
Max Horz 1=92(LC 12)
Max Uplift 1=-41(LC 12),3=-87(LC 12)
Max Grav 1=120(LC 17),3=136(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-128/251
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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. 1�11111 11�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
will fit between the bottom chord and any other members. ` •Ci E•N •
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 87 lb uplift at : Q ;•�,� SAC` •,
i
joint 3. : No 58126
OF
i Si••. R�•, G,��
S�0 N AL
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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
T23989057
2747075-PSL-PEAVY V10 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Apr 20 2021 MiTek Industries,Inc. Sun May 16 14:20:25 2021 Page 1
I D:trCwNcWN Ue6b8xjZq_fDoXzFxby-Y5xs_Uw27cRx6y?keNxjTjlv_hvn8NbrDi3FbkzFuy4
2-6-0
2-6-0
Scale=1:9.0
2
2x4 11
6.00 12
1
v
a
0
3
2x4 i 2x4 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 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:8 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-5-8,3=2-5-8
Max Horz 1=53(LC 12)
Max Uplift 1=-23(LC 12),3=-50(LC 12)
Max Grav 1=69(LC 17),3=78(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;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. `,,1 1 1 1 11 1 11'
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 %%
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 lb uplift at joint 1 and 50 lb uplift at ��� .��\;••G.E•N
joint 3. : Q .•�\ S1C1
No 58126
►"�• �X=
ST
�`•' R \
0 N
Philip J.O'Regan PE No.58126
MITek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 19,2021
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 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
-v
y' �G
m
.0 N .fl •jA
0
m 7< Z
m Za RI cl
c�
ID 9 N CD N A CD CD N ro CD ►
w n_ -4 � �•N
7 Z 3 p 3 N < n tD� O O CD C'--
-0 a OHO (D �a �,,, O•�6 O �OO
n 7 G CD r i hn' N d 4 N �„j tD �p..•
p N 4 a;N CD O G i•^ Q'O CD N r O N 3 6 n 7 O N S N 7 O
3 �N 77nN N ZGO C: a nCr" N �r'N� �: tD �-�O.
� 33 � v n
n.•f0 } CD N. O "' tD G..a "Y •O C) CD C _.. N ),4
N
D G",0 CN, N, Rro 7 �•N O• CND NAG 0 � tD N � O�e.CD Np O� X
!Z 61 Q N 1 (D N Ni �1 a O".gyp O D=�.. 5.0
r"7„ ••c
00 n '�3°"QG•-Na OitOO°'.. °^�a Z C0S N. N� (D @ NN
CD G O n p O N
7 atOO N �� j O 7
y O N y f) N O
0
N 0� 7 N O O O CO AS O CD
O O N 4-�i CAD
`J' a O
O O O N n 0-2-
m 3 j BCD c CD TpP CHoRID
15
0 7-
0
�N n �o
CD N o c m N C v y =
NN CND N A 0 m►1 m W = N a• �.
g o o 7 N N" o a 3
�t A Z O wz 7
0 N Lo
CD
m to -1� �N rn w 'D �' �< � can �• N V�
ID
o m 0 m
Q 'm
�^ m � IDCD
N �N G Z G1� py ' w ° 3
CD
Cl- CDo ! w
O N. � -7 7 p m r W3
N N N c � -E
%•
m 0')n owW Z Z�m7•r0.
CD n rt
a � N � T O
N
O O 0 A r )
Zi- ' 7 m0O CqbCD CD D
3 -a_ LT, Top cHORD
m 0m
c N G Z O ty `•� � a Q �
ID
,00 CD CD
o m y o n
O O• ' C C 3 7 W ro °� ID m I ro N n 30 W N 3" 6 O () `V
n N o m ro ro fl o o c g `b m _a v° 6= -pZZ
w _N a y Nm ro N �N <o NOv a �D6. do o y�3 v CD OG
V' NO 3 IOQ i 3 a 1 .T
cn -No o m ro 3 n ro Cl c� �m ID o G M tWr o r. 0 -5-0 o o cn v (o w Us
J 9O O W% n n nr'�N O-� 06V' N 7 m �IIaCD 0•N 7. 7m ° a. n,
to Boa_ N� ^,
w > > m o3 ioN c m ° N " Ems° w � GN, oa av` ro v_° A�C)
N3 l0O �•tDN ^ N Nam` O ro N °.ro j W•C p, ro o N ��• $ O _
v N3W O.G,ro OO F. �^3 aN r6 c0 (ND O-M7 �•` �O 91N ro N ro�N CO
O.-1 }5 6< `ro °.n O N 'f.ci = N N N 91 N 6 0 ro N G 7
N W N N O•O D 7 c0 3 p•i 3 ° a N C [D 3 7 O O N^ 7 0 ° p• O N •aC O N O O•
t0 N�,g ro� °' O N ° N N P� 3�• ro N G -'�O• 0+. O. F/+� N �� N�`< 9 N _
Oro �O GG tQ.�ro ° � N i "N °•a N6 G7 6NC 3i £ Zy .' 'o �(p 6tw N `•r.. ��
O•cQ '9 N c3 N o °' ro N N c00 G- 7 ro ro 3 6. N W N a N O-N 7 "O O n 0 Off 7 a W N
M 3 ro-� t O 3 N ° o.• "O O ro(� ro N N ro 0 cD Oro
0 o Q 3 ?a�• `�a ro °- o N m -ID
m ° d o r W o Z ° v m v w fl A o. CD \Y
W ro W N O y N.D N [� 3 N r cCJ rs" N ro tG0 j N. c5 6 n
3 0 0 o sQ K 3 m -_� ? Q mN mac. N4
�3 % C N O ro N (D 4"N » 'OK .3 O N N N T O
00
7 C^O{� NN °^ 3 N �. N, O N N 3 m cCD
D o N (Q
N ?� C m.N. O N ° p N`OB Cl ° O�O G KD
g 3.G O O -O N ro tf+ 'Q N W $
CD
N N- ro 3 ro p "O.i in N a �• ` O O ro O O N
A' F O N °• N C
v0 mF ng ro 0 0
g a m w 0
o
° o =° m
ro N a
w n
3 3
k 3