HomeMy WebLinkAboutT24259953.77363Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
RE: 77363 - FOLEY MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Ron Raymond Project Name: Roley Model: . Tampa, FL 33610-4115
Lot/Block: . Subdivision: .
Address: Unknown, .
City: St Lucie County 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: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 78 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
T24259953
A
6/9/21
15
T24259967
C
6/9/21
2
T24259954
Al
6/9/21
16
T24259968
C1
6/9/21
3
T24259955
A2
6/9/21
17
T24259969
C2
6/9/21
4
T24259956
A3
6/9/21
18
T24259970
C3
6/9/21
5
T24259957
A4
6/9/21
19
T24259971
D
6/9/21
6
T24259958
A5
6/9/21
20
T24259972
D1
6/9/21
7
T24259959
ATG
6/9/21
21
T24259973
D2
6/9/21
8
T24259960
ATK
6/9/21
22
T24259974
D3
6/9/21
9
T24259961
B
6/9/21
23
T24259975
D4
6/9/21
10
T24259962
B1
6/9/21
24
T24259976
D5
6/9/21
11
T24259963
B2
6/9/21
25
T24259977
G
6/9/21
12
T24259964
B3
6/9/21
26
T24259978
G1
6/9/21
13
T24259965
B4
6/9/21
27
T24259979
G2
6/9/21
14
T24259966
B5
6/9/21
28
T24259980
G3
6/9/21
This item has been electronically signed and sealed by ORegan, Philip, PE using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc. under my direct supervision based on the parameters
provided by Chambers Truss.
Truss Design Engineer's Name: ORegan, Philip
My license renewal date for the state of Florida is February 28, 2023.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
.G.
No 58126
��• �i=
�'.• STATE O F : �44/:
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
ORegan, Philip 1 of 2
W1 llf�
MiTek 0�1
RE: 77363 - FOLEY
Site Information:
Customer Info: Ron Raymond Project Name: Roley Model:
Lot/Block: . Subdivision: .
Address: Unknown, .
City: St Lucie County State: FL
No. Seal# Truss Name Date
29
T24259981
G4
6/9/21
30
T24259982
G5
6/9/21
31
T24259983
G6
6/9/21
32
T24259984
GR3
6/9/21
33
T24259985
GR5
6/9/21
34
T24259986
GRA
6/9/21
35
T24259987
GRA5
6/9/21
36
T24259988
GRB
6/9/21
37
T24259989
GRB5
6/9/21
38
T24259990
GRC
6/9/21
39
T24259991
GRC1
6/9/21
40
T24259992
GRID
6/9/21
41
T24259993
GRF
6/9/21
42
T24259994
GRG
6/9/21
43
T24259995
GRH
6/9/21
44
T24259996
GRK
6/9/21
45
T24259997
GRK1
6/9/21
46
T24259998
GIRL
6/9/21
47
T24259999
GRW
6/9/21
48
T24260000
GRY
6/9/21
49
T24260001
H
6/9/21
50
T24260002
J 1
6/9/21
51
T24260003
AA A
6/9/21
52
T24260004
J3
6/9/21
53
T24260005
J3A
6/9/21
54
T24260006
J5
6/9/21
55
T24260007
J5B
6/9/21
56
T24260008
J5C
6/9/21
57
T24260009
J51D
6/9/21
58
T24260010
J5P
6/9/21
59
T24260011
J7
6/9/21
60
T24260012
JB3
6/9/21
61
T24260013
JC5
6/9/21
62
T24260014
JC7
6/9/21
63
T24260015
J U 1
6/9/21
64
T24260016
K
6/9/21
65
T24260017
K1
6/9/21
66
T24260018
K2
6/9/21
67
T24260019
KJ3
6/9/21
68
T24260020
KJ5
6/9/21
69
T24260021
KJ7
6/9/21
70
T24260022
KJA5
6/9/21
71
T24260023
KJC7
6/9/21
72
T24260024
MV2
6/9/21
73
T24260025
MV4
6/9/21
74
T24260026
MV6
6/9/21
75
T24260027
MV8
6/9/21
76
T24260028
MV10
6/9/21
77
T24260029
MV12
6/9/21
78
T24260030
V4
6/9/21
2 of 2
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259953
77363
A
ROOF SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:05 2021 Page 1
I D: NRwBsubNlflvW HZitmA3hgzYRCF-FN P78FW WvpgSlyl TtER4tout82mHi9LmiaMhDKz8OLy
11-6-Q 7-1-8 13-7-4 19-7-8 27-_5 6 33-1-0 37-6-8 42-0-0 49-0-0 QO-6-Q
1-6-0 7-1-8 6-5-12 6-0 4 7-9-14 5-7-10 4-5-8 4-5-8 7-0-0 1-6-0
Scale = 1:91.1
5.00 12 5x6 =
3x4 11
3x6
29
30 5x6 =
3x5 =
5x12
4 5
7
8
3x5 =
11
3x5
1
1 33
3
34
18
u
28 5x8 = 17
12 r� <v <n
N
" 19
3x5 zzz
�5
a o
1 2 5x8
16
1514 36 37
Icon
0 35 3.00 12
5x8 =
5x8 =
4x5 =
21 20
3x4 I I
4x5 = 3x5 = 4x6 11
7-1-8 13-0-0 1 -7 23-4-8
27-5-6
33-1-0
42-0-0
4 -0 0 49-0-0
7-1-8 5-10-8 0-7 4 9-9 4
4-0-14
5-7-10
8-11-0
-0- 6-0-0
Plate Offsets (X,Y)-- [10:0-9-8,0-2-12], [15:0-1-8,0-3-4], [16:0-5-4,0-2-8], [19:0-2-4,0-3-4], [20:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.46
Vert(LL)
-0.29 18-19 >999
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.79
Vert(CT)
-0.61 18-19 >563
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.89
Horz(CT)
0.07 15 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.22 21-24 >727
240
Weight: 253 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood
sheathing directly applied or 5-8-12 oc purlins.
BOT CHORD 2x4 SP M 30 *Except*
BOT CHORD
Rigid ceiling directly applied or 3-7-2 oc bracing.
5-20: 2x4 SP No.3
WEBS
1 Row at midpt
6-19
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 20=0-7-4, 12=0-8-0, 15=0-8-0, 14=0-8-0
Max Horz 2=-308(LC 10)
Max Uplift 2=-439(LC 12), 20=-1355(LC 12), 12=-389(LC 17), 15=-965(LC 12), 14=-818(LC
17)
Max Grav 2=359(LC 21), 20=1947(LC 1), 15=2478(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-183/801, 3-5=-1051/1542, 5-6=-869/1529, 6-7=-776/266, 7-8=-1548/1021,
8-9=-520/506,9-10=-766/1595,10-11=-668/1602,11-12=-741/1485
BOT CHORD 2-21=-739/129, 19-20=-1904/1775, 5-19=-414/427, 18-19=-163/351, 17-18=-838/1659,
16-17=-241/516, 15-16=-413/243, 14-15=-1321/809, 12-14=-1302/803
WEBS 3-21=-600/359, 19-21=-706/167, 3-19=-1116/1869, 6-19=-1888/1222, 6-18=-286/948,
7-18=-984/950, 7-17=-514/351, 8-17=-598/1106, 8-16=-577/393, 9-16=-556/1074,
9-15=-1470/1012, 10-15=-587/163, 11-14=-198/573, 11-15=-960/935
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=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 3-4-13, Interior(1) 3-4-13 to 19-7-8, Exterior(2R)
19-7-8 to 24-6-5, Interior(1) 24-6-5 to 42-0-0, Exterior(2R) 42-0-0 to 46-10-13, Interior(1) 46-10-13 to 50-6-0 zone; porch left and right
This item has been
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
electronically signed and
to the use of this truss component.
sealed by ORegan, Philip, PE
4) Provide adequate drainage to prevent water ponding.
using a Digital Signature.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
Printed COpleS Of this
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
document
will fit between the bottom chord and any other members.
are not Considered
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
signed and sealed and the
2=439, 20=1355, 12=389, 15=965, 14=818.
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259954
77363
Al
ROOF SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:07 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-CIXuZxXnRQ4A_GAr_eUYyDzE3sSTA2L29uroHDz8OLw
11-6-q 7-1-8 13-7-4 19-7-8 25-5-6 33-1-0 40-0-0 42-8-0 q4-2-$ 49-0-0 $0-6-Q
�1-6-0 7-1-8 6-5-12 6-0 4 5-9-14 7-7-10 6-11-0 2-8-0 1-6-2 4-9-14 1-6-0
Scale = 1:91.1
5.00 12 5x6 =
6 29
3x4 11
5x6 =
3x6 3x8 =
5x6 —
28 7 S
5
3x5
4
0
1
10
3x5
3
17
IN _
27
5x8 — 16
:L3311 r�
IN
cn 18 3x5 Z
R2o
1 2
5x8 15
0
14 13 35 36 c5
0 34
5x6 —
3.00 12
4x8 = 3x6 4x5 =
20 19
4x5 = 3x5 = 4x6 I I
7-1-8 13-0-0 1�-7r4 234-8 25-5-6, 33-1-0 40-0-0
42-8-0 49-0-0
7-1-8 5-10-5 0-7-4 9-9 4 2-0-14 7-7-10 6-11-0
2-8-0 6 4-0
Plate Offsets (X,Y)-- [9:0-3-0,0-2-4], [18:0-2-4,0-3-4], [19:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.44
Vert(LL) -0.29 17-18 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.81
Vert(CT) -0.61 17-18 >576 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.92
Horz(CT) 0.09 13 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.22 20-23 >727 240
Weight: 254 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins.
BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing.
5-19: 2x4 SP No.3 WEBS 1 Row at midpt
6-18, 8-14
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 19=0-7-4, 11=0-8-0, 13=0-8-0
Max Horz 2=-308(LC 10)
Max Uplift 2=-429(LC 12), 19=-1414(LC 12), 11=-346(LC 17), 13=-1019(LC 12)
Max Grav 2=342(LC 21), 19=2082(LC 1), 13=1736(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-140/771, 3-5=-1099/1669, 5-6=-900/1647, 6-7=-1115/565, 7-8=-1621/974,
10-11=-521 /1265
BOT CHORD 2-20=-764/90, 18-19=-2039/1846, 5-18=-422/443, 17-18=-137/334, 16-17=-714/1703,
15-16=-455/891, 14-15=-442/850, 13-14=-1103/607, 11-13=-1103/607
WEBS 3-20=-609/378, 18-20=-733/127, 3-18=-1155/1880, 6-18=-2090/1295, 6-17=-617/1378,
7-17=-816/685, 7-16=-309/194, 8-16=-312/801, 8-14=-1178/764, 10-14=-542/1293,
10-13=-1582/934
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=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 3-4-13, Interior(1) 3-4-13 to 19-7-8, Exterior(2R)
19-7-8 to 24-6-5, Interior(1) 24-6-5 to 40-0-0, Exterior(2R) 40-0-0 to 44-10-13, Interior(l) 44-10-13 to 50-6-0 zone; porch left and right
This item has been
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
electronically signed and
to the use of this truss component.
sealed by ORegan, Philip, PE
4) Provide adequate drainage to prevent water ponding.
using a Digital Signature.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
Printed COpleS Of this
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.
document are not considered
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
signed and sealed and the
2=429, 19=1414, 11=346, 13=1019.
signature must be Verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259955
77363
A2
ROOF SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:08 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-gy5GmHYPBkC 1 cQl l YM?nVQW PIGolvW hCOYaLgfz8OLv
11-6-Q 7-1-8 13-7-4 19-7-8 23-5-6 28-3-3 , 33-1-0 , 38-0-0 42-5-0 43r2-2 49-0-0 $0-6-Q
1-6-0 7-1-8 6-5-12 6-0 4 3-9-14 4-9-13 4-9-13 4-11-0 0-6-2 5-9-14 1-6-0
4x5 =
5.00 12 5x611 =
6 5x6 =
3x4 11 FsR —
31 20 19 3.00112 vno —
3x5 = 4x6 11
Scale = 1:91.1
7-1-8 13-0-0 13-7r4 23-4-8
33-1-0
38-0-0
42-8-0 49-0-0
7-1-8 5-10-5 0-7-4 9-9-4
9-8-8
4-11-0
4-8-0 6-4-0
Plate Offsets (X,Y)-- [7:0-3-0,Edge], [10:0-5-12,0-2-8], [16:0-5-4,0-2-8], [18:0-2-4,Edge], [19:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.40
Vert(LL)
-0.29 16-17 >999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.80
Vert(CT)
-0.61 16-17 >577
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.85
Horz(CT)
0.08 14 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.22 20-23 >723
240
Weight: 261 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 5-9-9 oc purlins.
BOT CHORD 2x4 SP M 30 *Except*
BOT CHORD
Rigid ceiling directly applied or 3-7-0 oc bracing.
5-19: 2x4 SP No.3
WEBS
1 Row at midpt
6-18
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 19=0-7-4, 12=0-8-0, 14=0-8-0
Max Horz 2=-308(LC 10)
Max Uplift 2=-460(LC 12), 19=-1383(LC 12), 12=-297(LC 10), 14=-954(LC 12)
Max Grav 2=376(LC 21), 19=2012(LC 1), 14=1619(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-225/857, 3-5=-982/1407, 5-6=-775/1382, 6-7=-1572/881, 7-8=-1447/788,
8-9=-838/738, 9-10=-846/748, 10-11=-425/411, 11-12=-342/951
BOT CHORD 2-20=-735/168, 18-19=-1968/1826, 5-18=-422/449, 17-18=-34/304, 16-17=-600/1295,
15-16=-53/317, 14-15=-812/451, 12-14=-812/451
WEBS 3-20=-581/341,18-20=-696/204,3-18=-1068/1816,6-18=-2004/1233,6-17=-860/1754,
7-17=-791/516, 8-17=0/291, 8-16=-549/284, 9-16=-278/318, 10-16=-479/740,
10-15=-576/399, 11-15=-584/1302, 11-14=-1451/940
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=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 3-4-13, Interior(1) 3-4-13 to 19-7-8, Exterior(2E)
19-7-8 to 23-5-6, Interior(1) 23-5-6 to 38-0-0, Exterior(2R) 38-0-0 to 42-8-0, Interior(1) 42-8-0 to 50-6-0 zone; porch left and right
This item has been
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
electronically signed and
to the use of this truss component.
sealed by ORegan, Philip, PE
4) Provide adequate drainage to prevent water ponding.
using a Digital Signature.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
Printed COpleS Of this
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.
document are not Considered
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
signed and sealed and the
2=460, 19=1383, 12=297,14=954.
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259956
77363
A3
ROOF SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:09 2021 Page 1
I D:NRwBsubNlflvW HZitmA3hgzYRCF-88fezdZ1 y2KuDaKE63W01 e3a9g8Ce_7LdCKvM5z8OLu
11-6-Q 7-1-8 13-7-4 19-7-8 21-5-6 27-3-3 3%1-0 36-0-0 42-2-2 42%$-0 49-0-0 $0-6-Q
�1-6-0 7-1-8 6-5-12 6-0 4 -9-14 5-9-13 5-9-13 2-11-0-�- 4 1-6-0
Scale = 1:91.1
5.00 12 5x6 =
5x12 =
3x4 II 5x8
=
g
3x5 =
4x5 7
8
30 319 10
3x6
29
5
32 3x5
4
11
3x5
33
3
17
IN
18
2g 5x8
=
12
V 19 3x10 %
a o
1 2 _
16 15
14 35
IccS
0 34 �5x12
3.00 F12
5x8 = 3x5
= 3x6
4x5 =
21 20
4x5 = 3x5 = 4x6 I I
7-1-8i 13-0-0 1�-7r4 21-5-6 23-4-8
33-1-0
36-0-0
42-8-0 49-0-0
7-1-8 5-10-8 0-7-4 7-10-2 1-11-2
9-8-8
2-11-0
6-8-0 6-4-0
Plate Offsets (X,Y)-- [10:0-5-12,0-2-8], [16:0-5-4,0-2-8], [20:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.40
Vert(LL)
-0.29 16-17 >999
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.79
Vert(CT)
-0.61 16-17 >572
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.77
Horz(CT)
0.05 14 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.22 21-24 >719
240
Weight: 271 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 *Except*
BOT CHORD
Rigid ceiling directly applied or 3-10-5 oc bracing.
5-20: 2x4 SP No.3
WEBS
1 Row at midpt
5-18
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except Qt=length) 20=0-7-4.
(lb) - Max Horz 2=-308(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s) except 2=-511(LC 12), 20=-1322(LC 12), 12=-274(LC 12),
14=-897(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 12 except 2=425(LC 21), 20=1913(LC 1), 14=1469(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-351/993, 3-5=-775/1072, 5-6=-880/539, 6-7=-1046/676, 7-8=-1375/817,
8-9=-905/792, 9-10=-911/800, 10-11=-823/627, 11-12=-159/523
BOT CHORD 2-21=-868/285, 19-20=-1868/1770, 5-19=-1410/1078, 18-19=-960/888, 17-18=-230/1010,
16-17=-622/1391, 15-16=-226/676, 14-15=-413/263, 12-14=-413/263
WEBS 3-21=-530/296, 19-21=-842/311, 3-19=-972/1753, 5-18=-1018/1698, 6-18=-249/627,
7-18=-1214/693, 7-17=-367/767, 8-16=-578/287, 9-16=-232/292, 10-16=-370/501,
10-15=-371/299, 11-15=-534/1180, 11-14=-1295/919
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=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 3-4-13, Interior(1) 3-4-13 to 19-7-8, Exterior(2E)
This item has been
19-7-8 to 21-5-6, Interior(1) 21-5-6 to 36-0-0, Exterior(2R) 36-0-0 to 40-10-13, Interior(1) 40-10-13 to 50-6-0 zone; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
electronically signed and
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
sealed by ORegan, Philip, PE
to the use of this truss component.
using a Digital Signature.
4) Provide adequate drainage to prevent water ponding.
Printed COpleS Of this
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
document
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
are not considered
will fit between the bottom chord and any other members.
Signed and sealed and the
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 511 lb uplift at joint 2, 1322 lb uplift at
signature must be verified
joint 20, 274 lb uplift at joint 12 and 897 lb uplift at joint 14.
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259957
77363
A4
HIP
2
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:11 2021 Page 1
I D: NRwBsubNlflvW HZitmA3hgzYRCF-4XmOOlaHUfbcTtUcDUYU738vxTpr6ude4VpOQ_z8OLs
11-6-q 7-1-8 13-7-4 19-9-10 26-10-13 34-0-0 41-2-2 42-8-Q 49-0-0 50-6-q
'1-6-0 7-1-8 6-5-12 6-2-6 7-1-3-5-1 1-6-0
5.00 12 5x8 =
3x5 = 5x6 =
7 28 829 30
sz 19 18 — J.uU 112 +^� —
4x5 — 3x5 —
4x6 115x12
Scale = 1:89.5
7-1-8 13-3-10 13 -4 19-9-10 23-4-8 33-1-0
42-8-0 49-0-0
7-1-8 6-2-2 0- -10 6-2-6 3-6-14 9-8-8
9-7-0 6-4-0
Plate Offsets (X,Y)-- [6:0-5-12,0-2-8], [8:0-3-0,0-2-4], [14:0-6-0,0-2-8], [18:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
Vert(LL) -0.28 14-15 >999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.78
Vert(CT) -0.58 14-15 >609
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.77
Horz(CT) 0.05 13 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.23 19-22 >717
240
Weight: 257 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 3-11-11 oc bracing.
5-18: 2x4 SP No.3 WEBS 1 Row at midpt
7-14
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except Qt=length) 18=0-7-4.
(lb) - Max Horz 2=-311(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s) except 2=-534(LC 12), 18=-1300(LC 12), 11=-327(LC 12),
13=-842(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 11 except 2=376(LC 21), 18=1869(LC 1), 13=1353(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-228/1009, 3-5=-668/886, 5-6=-787/430, 6-7=-1237/734, 7-8=-887/734,
8-10=-1062/727
BOT CHORD 2-19=-906/171, 17-18=-1823/1717, 5-17=-1395/1030, 16-17=-783/820, 15-16=-47/742,
14-15=-536/1330
WEBS 3-19=-510/271, 17-19=-883/190, 3-17=-911/1732, 5-16=-872/1476, 6-16=-694/489,
6-15=-429/888, 7-15=-77/297, 7-14=-599/286, 10-14=-420/1023, 10-13=-1158/911
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=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 3-4-13, Interior(1) 3-4-13 to 19-9-10, Exterior(2R)
19-9-10 to 26-10-13, Interior(1) 26-10-13 to 34-0-0, Exterior(2R) 34-0-0 to 40-11-2, Interior(1) 40-11-2 to 50-6-0 zone; porch left and
This item has been
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
electronically signed and
to the use of this truss component.
sealed by ORegan, Philip, PE
4) Provide adequate drainage to prevent water ponding.
using a Digital Signature.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
Printed COpleS Of this
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
document
will fit between the bottom chord and any other members.
are not considered
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 534 lb uplift at joint 2, 1300 lb uplift at
signed and sealed and the
joint 18, 327 lb uplift at joint 11 and 842 lb uplift at joint 13.
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259958
77363
A5
HIP
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:12 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-YjKncebvFzjS513pnC3jfGh5rtAErKcoJ9YZzQz8OLr
11-6-q 7-1-8 13-7-4 21-6-14 26-10-13 32-2-12 37-7 4 42-8-0 42-11-11 49-0-0 50-6-q
'1-6-0 7-1-8 6-5-12 7-11-10 5-3-15 5-3-15 5-4-8 5-0-12 0- -11 6-0-5 1-6-0
5.00 12 5x8 =
3x5 = 5x6 =
29 7 30 8
as 20 19 3.uu 1
4x5 = 3x5 =
4x6 11
Scale = 1:89.5
7-1-8 13-0-0 1 -7 21-6-14 3-4-8 33-1-0
42-8-0 49-0-0
7-1-8 5-10-8 0-7-4 7-11-10 -9-10 9-8-8
9-7-0 6-4-0
Plate Offsets (X,Y)-- [6:0-5-12,0-2-8], [8:0-3-0,0-2-4], [14:0-3-8,0-3-0], [15:0-6-0,0-2-2], [19:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.43
Vert(LL) -0.27 15-16 >999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.77
Vert(CT) -0.55 15-16 >634
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.79
Horz(CT) 0.05 14 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.23 20-23 >708
240
Weight: 268 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 4-1-10 oc bracing.
4-19: 2x4 SP No.3 WEBS 1 Row at midpt
4-17, 7-15, 9-14
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except Qt=length) 19=0-7-4.
(lb) - Max Horz 2=-340(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s) except 2=-563(LC 12), 19=-1252(LC 12), 12=-305(LC 12),
14=-883(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 12 except 2=437(LC 21), 19=1771(LC 1), 14=1436(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-377/1090, 3-4=-523/630, 4-6=-1122/621, 6-7=-1159/758, 7-8=-841/751,
8-9=-970/743, 9-11=0/374, 11-12=-137/356
BOT CHORD 2-20=-979/308, 18-19=-1724/1659, 4-18=-1318/1005, 17-18=-515/656, 16-17=-182/1024,
15-16=-438/1187, 14-15=-333/688, 12-14=-279/231
WEBS 3-20=-492/236, 18-20=-947/327, 3-18=-805/1665, 4-17=-832/1458, 6-17=-513/396,
6-16=-316/636, 7-15=-510/216, 9-15=0/307, 9-14=-1311/738, 11-14=-348/434
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=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 3-4-13, Interior(1) 3-4-13 to 21-6-14, Exterior(2R)
21-6-14 to 28-6-0, Interior(1) 28-6-0 to 32-2-12, Exterior(2R) 32-2-12 to 39-1-14, Interior(1) 39-1-14 to 50-6-0 zone; porch left and
This item has been
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
electronically signed and
to the use of this truss component.
sealed by ORegan, Philip, PE
4) Provide adequate drainage to prevent water ponding.
using a Digital Signature.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
Printed COpleS Of this
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
document
will fit between the bottom chord and any other members.
are not considered
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 563 lb uplift at joint 2, 1252 lb uplift at
signed and sealed and the
joint 19, 305 lb uplift at joint 12 and 883 lb uplift at joint 14.
Signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259959
77363
ATG
Attic
7
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:13 2021 Page 1
I D:NRwBsubNlflvW HZitmA3hgzYRCF-Ovu9p_cYOGrJiBe?LvayCU D83HaragexYpl6Vsz8OLq
1-6-0 4-11-4 8-6-4 9-7-2 10-9-0 12-8-0 , 14-7-0 15-8-14,16-9-12, 20-4-12 25-4-0
1-6-0 4-11-4 3-7-0 1-0-14 1-1-14 1-11-0 1-11-0 1-1-14 1-0-14 3-7-0 4-11-4
i1
Scale = 1:43.8
3x6 =
4x5 = 3x4 = 5x8 MT18HS = 3x4 = 4x5 =
8-0-0
Io
8-6-4
16-9-12
25-4-0
8-6-4
8-3-8
8-6 4
Plate Offsets (X,Y)--
[2:0-1-5,0-0-2], [6:0-3-0,Edge], [10:0-1-5,0-0-2]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.91
Vert(LL)
-0.37 11-13
>826
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.49
Vert(CT)
-0.62 11-13
>492
240
MT18HS
244/190
BCLL 0.0 *
Rep Stress Incr YES
WB 0.61
Horz(CT)
0.05 10
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.25 11-13
>999
240
Weight: 131 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD
2x6 SP 240OF 2.0E
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS
2x4 SP No.3
WEBS
1 Row at midpt 5-7
REACTIONS.
(size) 10=0-8-0, 2=0-8-0
Max Horz 2=186(LC 11)
Max Uplift 10=-361(LC 12), 2=-483(LC 12)
Max Grav 10=1271(LC 19), 2=1342(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-2974/1007, 3-4=-2573/744, 4-5=-2225/708, 5-6=-90/625, 6-7=-85/626,
7-8=-2225/720, 8-9=-2575/766, 9-10=-2982/1045
BOT CHORD
2-13=-876/2818, 11-13=-492/2269, 10-11=-891/2752
WEBS
8-11 =- 148/749, 9-11=-630/449, 4-13=-125/747, 3-13=-619/432, 5-7=-2949/910
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=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 12-8-0, Exterior(2R)
12-8-0 to 15-8-0, Interior(1) 15-8-0 to 25-4-0 zone;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) 200.01b AC unit load placed on the top chord, 12-8-0 from left end, supported at two points, 4-0-0 apart.
This item has been
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
electronically signed and
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
sealed by ORegan, Philip, PE
will fit between the bottom chord and any other members.
using a Digital Signature.
8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7
Printed copies of this
p
9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13
document
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 10 and 483 lb uplift
are not considered
at joint2.
signed and sealed and the
11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259960
77363
ATK
ATTIC
9
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:14 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-V6SX1 KdAnazAKLDBuc6BkhmJrhw4JHv4mT1 g 1 Jz8OLp
-1-6-0 4-11-4 8-6-4 9-7-2 , 10-9-0 , 12-8-0 14-7-0 ,15-8-14 ,16-9-12 20-4-12 25-4-0 26-10-0
1-6-0 4-11-4 3-7-0 1-0-14 1-1-14 1-11-0 1-11-0 1-1-14 1-0-14 3-7-0 4-11-4 1-6-0
�1
3x6 =
3x5 8-0-0 — 3x5
3x4 = x4 =
8-6-4 16-9-12 25-4-0
8-6-4 8-3-8 8-6 4
Plate Offsets (X,Y)-- [6:0-3-0,Edge]
Scale = 1:45.4
'Io
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.91
Vert(LL)
-0.37 12-14
>827
360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.49
Vert(CT)
-0.62 12-14
>493
240
MT18HS
244/190
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.61
Horz(CT)
0.05 10
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.24 12-14
>999
240
Weight: 133 lb
FT = 20%
LUMBER -
TOP CHORD
2x4 SP M 30
BOT CHORD
2x6 SP 240OF 2.0E
WEBS
2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 10=0-8-0
Max Horz 2=187(LC 11)
Max Uplift 2=-479(LC 12), 10=-479(LC 12)
Max Grav 2=1342(LC 18), 10=1342(LC 19)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 1 Row at midpt 5-7
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2968/988, 3-4=-2567/735, 4-5=-2220/699, 5-6=-82/624, 6-7=-82/623,
7-8=-2220/699, 8-9=-2567/734, 9-10=-2968/988
BOT CHORD 2-14=-785/2829, 12-14=-420/2279, 10-12=-807/2742
WEBS 8-12=-122/746, 9-12=-619/435, 4-14=-122/745, 3-14=-619/435, 5-7=-2941/875
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=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 12-8-0, Exterior(2R)
12-8-0 to 15-8-0, Interior(1) 15-8-0 to 26-10-0 zone;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) 200.01b AC unit load placed on the top chord, 12-8-0 from left end, supported at two points, 4-0-0 apart.
5) All plates are MT20 plates unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-7
9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb uplift at joint 2 and 479 lb uplift
at joint 10.
11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259961
77363
B
ROOF SPECIAL
1
1
Job Reference (optional)
L,namoers I russ, rort rlerce, rL - 54`JSZ, 8.4su S May 'I z ZUZ'I MI I ex maustrleS, Inc. I us Jun 8 u}ruu:l t) Zuz-I rage '1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-RUaHROeQJBDuZfNaO18fg6rmsUXPn6BNEn W n6Bz8OLn
1-6-0 7-1-8 13-7-4 17-0-0 22-2-6 27-11-3 33-8-0 40-1%0 -0- 49-0-0 0-6-
1-6-0 7-1-8 6-5-12 3-4-12 5-2-6 5-8-13 5-8-13 7-2-0 -2- 7-0
5.00 12 5x6 =
6 3x4
3x4 11 5x6 = 3x8 = 3x6 =
3x6 5
34 7 8 10
3x5 4 — lull
3 9 5
33 F0 19
0 24
1 2 0 5x8 = 23 22 21 20
3x6 = 4x5 = 3x4 11
39 26 40 25 5x12 =
4x5
3x5 = 4x6 11 4x8
=
Scale = 1:92.8
4x8 =
11 5x12
12 13
37
38
O M
18 14 7 I
O ILd O O 'n
17 16 41 42 Icy
3x4 14x5 =
5x6 =
5x8 =
43-0-0
7-1-8 13-3-10 13I 7,-4 22-2-6 27-11-3 33-8-0 40-111-0 42-0-9 49-0-0
7-1-8 6-2-2 0-3- 0 8-7-2 5-8-13 5-8-13 7-2-0 -2- 6-0-0
1-0-0
Plate Offsets (X,Y)-- [12:0-2-12,0-2-12], [18:0-6-0,0-2-8], [24:0-2-4,0-3-4], [25:Edge,0-3-8]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.43
Vert(LL)
-0.15 23-24
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.82
Vert(CT)
-0.32 23-24
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.94
Horz(CT)
0.01 14
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.22 26-29
>731
240
Weight: 266 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except*
5-25,10-20,11-17: 2x4 SP No.3
WEBS 2x4 SP No.3
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-6-14 oc bracing.
WEBS 1 Row at midpt 6-24, 11-19
REACTIONS. (size) 2=0-8-0, 25=0-7-4, 14=0-8-0, 16=0-8-0
Max Horz 2=-265(LC 10)
Max Uplift 2=-425(LC 12), 25=-1410(LC 12), 14=-351(LC 17), 16=-1067(LC 12)
Max Grav 2=371(LC 21), 25=2033(LC 1), 16=1777(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-216/779, 3-5=-1097/1560, 5-6=-943/1534, 6-7=-913/527, 7-8=-761/397,
8-10=-12751764, 10-11=-1339/808, 11-12=-427/686, 12-13=-365/666, 13-14=-612/1297
BOT CHORD 2-26=-710/161, 24-25=-1989/1834, 5-24=-325/369, 23-24=-357/507, 21-23=-529/1287,
10-19=-341/339, 18-19=-622/611, 17-18=-97/326, 11-18=-964/661, 14-16=-1132/704
WEBS 3-26=-594/364, 24-26=-691/194, 3-24=-1137/1882, 6-24=-1851/1243, 6-23=-903/1526,
7-23=-616/485, 8-23=-608/439, 19-21=-413/1079, 11-19=-1164/2052, 16-18=-1103/699,
13-18=-234/730, 13-16=-1112/565
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=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 3-4-13, Interior(1) 3-4-13 to 17-0-0, Exterior(2E)
17-0-0 to 22-2-6, Interior(1) 22-2-6 to 42-0-0, Exterior(2R) 42-0-0 to 46-10-13, Interior(1) 46-10-13 to 50-6-0 zone; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 425 lb uplift at joint 2, 1410 lb uplift at
joint 25, 351 lb uplift at joint 14 and 1067 lb uplift at joint 16.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259962
77363
B1
ROOF SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:18 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-Nti2shggrpTcpyWy7SA7vXw6CIBBFO?gh5?tA4z8OL1
42-8-0
r1-6-01 7-1-8 13-7-4 17-0-0 20-2-6 26-11-3 33-8-0 40-0-0 4Q-10 0 144-7-2 49-0-0 60-6-q
1-6-0 7-1-8 6-5-12 3-4-12 3-2-6 6-8-13 6-8-13 6-0-0 0-10- 1-11-2 4-4-14 1-6-0
1-10-0
Scale = 1:92.8
5.00 12 5x6 =
�n
41 28 42 27
4x5 3x5 = 4x6 11
6 5x6 = 3x8 = 3x6 = 3x4 II 5x8 =
3x6 =
14 j� o
�F jo d
0
N
env 1^� 4x5 =
5x12 = 3x5 =
5x8 =
42-8-0
7-1-8 13-0-0 1$-7r4 20-2-6 26-11-3 33-8-0
40-0-0
4q-10 0 44-7-2 49-0-0
7-1-8 5-10-8 0-7 6-7-2 6-8-13
6-8-13
0110- 1-11-2 1 4-4-14
1-10-0
Plate Offsets (X,Y)-- [11:0-5-12,0-2-8], [19:0-5-8,0-2-8], [26:0-2-4,0-3-4], [27:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.44
Vert(LL) -0.15 20-21 >999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.86
Vert(CT) -0.31 20-21 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.92
Horz(CT) 0.05 14 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.22 28-31 >731
240
Weight: 277 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD Structural wood
sheathing directly applied or 4-6-3 oc purlins.
BOT CHORD 2x4 SP M 30 *Except*
BOT CHORD Rigid ceiling directly applied
or 3-5-5 oc bracing.
5-27,10-22: 2x4 SP No.3
WEBS 1 Row at midpt
6-26, 8-25
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except Qt=length) 27=0-7-4.
(lb) - Max Horz 2=-265(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s) except 2=-416(LC 12), 27=-1527(LC
12), 14=-579(LC 12),
17=-470(LC 12)
Max Grav All reactions 250 lb or less at joint(s) except 2=364(LC 21), 27=2259(LC 1), 14=712(LC 22),
17=686(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-198/733, 3-5=-1208/1638, 5-6=-1045/1607, 6-7=-722/441, 7-8=-608/346,
8-10=-2199/1434,10-11=-2257/1477,11-12=-1585/1047,12-13=-1460/940,
13-14=-1214/1133
BOT CHORD 2-28=-702/144, 26-27=-2215/2011, 5-26=-334/387, 25-26=-266/479, 23-25=-740/1682,
22-23=-145/279, 10-21=-382/393, 20-21=-673/1404, 19-20=-677/1401, 14-16=-905/1082
WEBS 3-28=-614/377, 26-28=-694/165, 3-26=-1164/1901, 6-26=-2146/1429, 6-25=-916/1538,
7-25=-530/404, 8-25=-1250/845, 21-23=-598/1411, 8-21=-432/579, 17-19=-622/815,
12-19=-367/302, 13-16=-358/61, 16-19=-929/1093, 13-19=0/474, 11-21=-555/947
NOTES-
1) Unbalanced roof live loads have been considered for this design.
This Item has been
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 3-4-13, Interior(1) 3-4-13 to 17-0-0, Exterior(2E)
electronically signed and
17-0-0 to 20-2-6, Interior(1) 20-2-6 to 40-0-0, Exterior(2R) 40-0-0 to 44-10-13, Interior(1) 44-10-13 to 50-6-0 zone; porch left and right
sealed by ORegan, Philip, PE
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
using a Digital Signature.
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
Printed copies of this
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
document are not considered
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Signed and sealed and the
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
signature must be verified
will fit between the bottom chord and any other members.
On any electronic copies.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 2, 1527 lb uplift at
joint 27, 579 lb uplift at joint 14 and 470 lb uplift at joint 17.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259963
77363
B2
ROOF SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:20 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-J FpoH NhxNQjK2GgLFtCb_yOSJ5uAjxOz9PU_Fyz8OLj
1-6-0 7-1-8 13-7-4 17-0-0 18-2- 25-11-3 33-8-0 38-0-0 40-10-0 42-8-0 44-7-2 49-0-0 0-6-
1-6 6-5-12 3-4-12 -2 7-8-13 7-8-13 4-4-0 2-10-0 1-10-0 1-11-2 4-4-14 1-6-0
Scale = 1:92.8
5.00 12 3x6 =
5x6 =
3x8 = 3x6 = 3x4 1
5x8 =
4x5 6 7
8 9 37 10 38
11
3x6 5
3x5
36
12 3x4 11
3x5 4
13 39
3
1.6
20
0
�351q
2 25
1 A112 =
23 22
24
17 16
3x5 = 18 42
o
Ic5
0 4x10 =
40 41
3x6 = 4x5 = 3x4 1
3x5 =
4x5 =
28 27
5x12
Sx8 =
4x5 = 3x5 = 4x6 13x6
i 7-1-8 13-0-0 13-7r4 18-2-6 25-11-3 33-8-0 38-0-0
40-10-0 42-8-0 i44-7-2i 49-0-0
7-1-8 5-10-8 0-7-0 4-7-2 7-8-13 7-8-13 4-4-0
2-10-0 1-10-0 1-11-2 4-4-14
Plate Offsets (X,Y)-- [6:0-3-0,Edge], [11:0-5-12,0-2-8], [19:0-2-8,Edge], [27:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.40
Vert(LL) -0.09 22-23 >999
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.83
Vert(CT) -0.20 22-23 >999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.89
Horz(CT) 0.01 14 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.22 28-31 >729
240
Weight: 281 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc
purlins.
BOT CHORD 2x4 SP M 30 `Except`
BOT CHORD Rigid ceiling directly
applied or 3-9-3 oc bracing.
5-27,10-22: 2x4 SP No.3
WEBS 1 Row at midpt
8-25
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except Qt=length) 27=0-7-4.
(lb) - Max Horz 2=-265(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s) except 2=-450(LC 12), 27=-1438(LC 12), 14=-400(LC 12),
17=-706(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 14 except 2=435(LC 21),
27=1995(LC 1), 17=1348(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-380/864, 3-5=-982/1275, 5-6=-262/188, 8-10=-1283/1141, 10-11=-1290/1146,
11 -1 2=-905/895, 12-13=0/628, 13-14=0/624
BOT CHORD 2-28=-755/312, 26-27=-1950/1890, 5-26=-1801/1435, 25-26=-1140/1096,
23-25=-559/1182, 10-21=-336/373, 20-21=-501/767, 19-20=-417/29, 16-17=-418/501,
14-16=-423/0
WEBS 3-28=-545/323, 26-28=-748/333, 3-26=-1077/1861, 5-25=-1156/1682, 7-25=-255/265,
8-25=-1159/849, 8-23=0/273, 21-23=-478/966, 8-21=-260/120, 11-21=-392/698,
11-20=-323/161, 12-20=-352/1155, 16-19=-971/274, 17-19=-1322/964, 12-19=-1149/620
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=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
This item has been
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 3-4-13, Interior(1) 3-4-13 to 17-0-0, Exterior(2E)
17-0-0 to 18-2-6, Interior(1) 18-2-6 to 38-0-0, Exterior(2R) 38-0-0 to 42-8-0, Interior(1) 42-8-0 to 50-6-0 zone; porch left and right
electronically signed and
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
sealed by ORegan, Philip, PE
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
using a Digital Signature.
to the use of this truss component.
Printed COpleS Of this
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.
document are not considered
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
signed and sealed and the
will fit between the bottom chord and any other members.
signature must be verified
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint 2, 1438 lb uplift at
on any electronic copies.
joint 27, 400 lb uplift at joint 14 and 706 lb uplift at joint 17.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259964
77363
B3
HIP
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:21 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-nSNAVjiZ8krBgQFXpbkgXAYdEVEkSPB6N3EYnPzBOLi
11-6-q 7-1-8 13-7-4 17-9-10 25-5-5 33-1-0 36-0-0 42-2-2 42r$-0 49-0-0 50-6-q
'1-6-0 7-1-8 6-5-12 4-2-6 7-7-11 7-7-11 2-11-0 4 1-6-0
5.00 12
5x8 = 3x5 = 3x6 = 3x4 11 5x8 =
6 307 8 31 329 10
J4 21 Ja 20 J.uu l -IL^" —
45 — 3x5 =
4x6 11
Scale = 1:89.5
7-1-8 13-3-10 13-417-9-10 23-4-8
33-1-0 36-0-0 42-8-0 49-0-0
7-1-8 6-2-2 0- -10 4-2-6 5-6-14
9-8-8 2-11-0 6-8-0
Plate Offsets (X,Y)-- [6:0-5-12,0-2-8], [10:0-5-12,0-2-8], [16:0-5-4,0-2-8], [20:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.39
Vert(LL) -0.30 16-17 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.81
Vert(CT) -0.62 16-17 >568 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.83
Horz(CT) 0.05 14 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.22 21-24 >726 240
Weight: 265 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD Structural wood sheathing directly applied or 5-10-10 oc purlins.
BOT CHORD 2x4 SP M 30 *Except*
BOT CHORD Rigid ceiling directly applied or 3-10-0 oc bracing.
5-20: 2x4 SP No.3
WEBS 1 Row at midpt 7-16
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except Qt=length) 20=0-7-4.
(lb) - Max Horz 2=-279(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s) except 2=-494(LC 12), 20=-1348(LC 12), 12=-284(LC 12),
14=-877(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 12 except 2=289(LC 21),
20=1973(LC 1), 14=1426(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=0/916, 3-5=-846/1241, 6-7=-1311/719, 7-9=-912/751, 9-10=-920/761,
10-11=-825/584, 11-12=-142/472
BOT CHORD 2-21=-826/0, 19-20=-1928/1762, 5-19=-1490/1041, 18-19=-1135/1004, 17-18=0/300,
16-17=-581/1459, 15-16=-205/677, 14-15=-385/232, 12-14=-385/232
WEBS 3-21=-537/321, 19-21=-804/0, 3-19=-1046/1804, 5-18=-844/1411, 6-18=-883/604,
6-17=-695/1366, 7-17=-150/378, 7-16=-606/269, 9-16=-337/347, 10-16=-370/571,
10-15=-350/264, 11-15=-446/1124, 11-14=-1253/885
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=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 3-4-13, Interior(1) 3-4-13 to 17-9-10, Exterior(2R)
This item has been
17-9-10 to 24-8-12, Interior(1) 24-8-12 to 36-0-0, Exterior(2R) 36-0-0 to 42-8-0, Interior(1) 42-8-0 to 50-6-0 zone; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
electronically signed and
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
sealed by ORegan, Philip, PE
to the use of this truss component.
using a Digital Signature.
4) Provide adequate drainage to prevent water ponding.
Printed COpleS Of this
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
document
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
are not considered
will fit between the bottom chord and any other members.
Signed and sealed and the
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 lb uplift at joint 2, 1348 lb uplift at
signature must be verified
joint 20, 284 lb uplift at joint 12 and 877 lb uplift at joint 14.
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
FOLEY
T24259965
77363
B4
ROOF SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:22 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-GexZi3jBulz2HagkMIF33N5mxva1 BrgGcjz5Jrz80Lh
7-1-8 13-7-4 17-0-0 22-3-3 27-6-6 34-0-0
7-1-8 6-5-12 3-4-12 5-3-3 5-3-3 6-5-10
4x5 11
5.00 12
" 15 14
3x4 =
3x4 = 4x6 11
Scale = 1:61.3
0
9 m
I�
o�
N
7-1-8 13-0-0
1 -7 20-6-13
27-6-6
34-0-0
7-1-8 5-10-8
-7- 6-11-9
6-11-9
6-5-10
Plate Offsets (X,Y)--
[1:0-1-2,Edge], [8:Edge,0-1-8], [13:0-2-4,0-3-4],
[14:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.52
Vert(LL)
-0.20 10-12
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.80
Vert(CT)
-0.38 10-12
>638
240
BCLL 0.0
Rep Stress Incr YES
WB 0.88
Horz(CT)
-0.01 14
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.26 10-12
>951
240
Weight: 176 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 `Except`
4-14: 2x4 SP No.3 BOT CHORD
WEBS 2x4 SP No.3 WEBS
REACTIONS. (size) 9=Mechanical, 1=0-8-0, 14=0-7-4
Max Horz 1=205(LC 11)
Max Uplift 9=-210(LC 12), 1=-415(LC 11), 14=-1484(LC 12)
Max Grav 9=401(LC 22), 1=219(LC 21), 14=2152(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-61/1059, 2-4=-1393/2161, 4-5=-1248/2139, 5-6=-178/395, 6-7=-1717/884,
7-8=-310/201
BOT CHORD 1-15=-1053/20, 13-14=-2111/1879, 4-13=-304/339, 12-13=-747/595, 9-10=-650/1406
WEBS 2-15=-633/457, 13-15=-1049/39, 2-13=-1357/1978, 5-13=-2115/1373, 5-12=-444/761,
6-12=-531/470, 6-10=-996/1812, 7-10=-788/551, 7-9=-1103/475
Structural wood sheathing directly applied or 5-5-2 oc purlins,
except end verticals.
Rigid ceiling directly applied or 3-6-2 oc bracing.
1 Row at midpt 2-13, 5-13
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=3.Opsf; h=17ft; B=45ft; L=34ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-4-13, Interior(1) 3-4-13 to 17-0-0, Exterior(2R)
17-0-0 to 20-4-13, Interior(1) 20-4-13 to 33-10-4 zone; porch left 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
This item has been
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
electronically Signed and
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
sealed by ORegan, Philip, PE
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
using a Digital Signature.
will fit between the bottom chord and any other members.
Printed COpleS Of this
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 9, 415 lb uplift at
document are not considered
joint 1 and 1484 lb uplift at joint 14.
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259966
77363
B5
ROOF SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:24 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-C13J7lkRQfDIXt_6UjHX8oA9jjGAfmSZ31 SCOkz8OLf
-1-6-0 7-1-8 13-7-4 17-0-0 21-3-3 25-6-6 29-6-7 33-8-0 34r0-0
1-6-0 7-1-8 6-5-12 3-4-12 4-3-3 4-3-3 4-0-1 4-1-9 0-4-0
3x5 =
19
3x4 =
5.00 12
18
4x6 11
4x4 —
Scale = 1:65.0
24 IN
If
34-0-0
7-7-1-8 13-3-10 131 4 19-6-13
25-6-6 29-6-7 33-6-8 334-Q
1-8 6-2-2 0- - 0
5-11-9
5-11-9 4-0-1 0L8
0-4-0
Plate Offsets (X,Y)-- [2:0-0-6,Edge], [10:Edge,0-3-0], [17:0-2-4,0-3-4], [18:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.37
Vert(LL)
-0.09 14 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.76
Vert(CT)
-0.16 14-16 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.80
Horz(CT)
-0.01 18 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.22 19-23 >738 240
Weight: 186 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD Structural wood sheathing directly applied or 5-7-12 oc purlins,
BOT CHORD 2x4 SP M 30 *Except*
except end verticals.
5-18: 2x4 SP No.3
BOT CHORD Rigid ceiling directly applied or 4-1-9 oc bracing.
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midpt 6-17
10-20: 2x6 SP No.2
REACTIONS. (size) 2=0-8-0, 18=0-7-4, 24=Mechanical
Max Horz 2=248(LC 12)
Max Uplift 2=-449(LC 12), 18=-1283(LC 12), 24=-271(LC 12)
Max Grav 2=421(LC 21), 18=1728(LC 1), 24=541(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-344/810, 3-5=-898/1154, 5-6=-749/1128, 6-7=-266/118, 7-8=-1643/799,
8-9=-1420/648, 9-1 0=-1 192/600
BOT CHORD 2-19=-876/279, 17-18=-1683/1668, 5-17=-306/346, 16-17=-194/298, 14-16=-146/442,
13-14=-600/1192, 12-13=-127/250
WEBS 3-19=-526/312, 17-19=-854/299, 3-17=-1005/1740, 6-17=-1446/1035, 6-16=-445/750,
7-16=-596/489, 7-14=-695/1328, 8-14=-805/469, 9-13=-328/225, 9-14=-56/282,
10-1 3=-511/1017, 10-24=-627/323
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=3.Opsf; h=17ft; B=45ft; L=34ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 17-0-0, Exterior(2R)
This item has been
17-0-0 to 20-4-13, Interior(1) 20-4-13 to 33-4-12 zone; porch left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
electronically signed and
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
sealed by ORegan, Philip, PE
to the use of this truss component.
using a Digital Signature.
4) Provide adequate drainage to prevent water ponding.
Printed COpleS Of this
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
document are not considered
will fit between the bottom chord and any other members.
Signed and Sealed and the
7) Refer to girder(s) for truss to truss connections.
signature must be verified
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 449 lb uplift at joint 2, 1283 lb uplift at
on any electronic copies.
joint 18 and 271 lb uplift at joint 24.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259967
77363
C
Common
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
1-6-0 7-0-0
1-6-0 7-0-0
i
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:25 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-gDdhK513ByLc81 ZJ2QomhOjKN6jkOOFi IhClwAz8OLe
14-0-0 15-6-0
7-0-0
46 =
3x4 — 2x3 11
3x4 =
Scale = 1:27.3
Io
7-0-0 14-0-0
7-0-0 7-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL) -0.06 6-9 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.29
Vert(CT) -0.12 6-9 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.12
Horz(CT) 0.01 4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.09 6-12 >999 240
Weight: 52 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-5-11 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 4=0-8-0
Max Horz 2=11O(LC 11)
Max Uplift 2=-398(LC 12), 4=-398(LC 12)
Max Grav 2=599(LC 1), 4=599(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-816/767, 3-4=-816/767
BOT CHORD 2-6=-499/696, 4-6=-499/696
WEBS 3-6=-60/320
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-0-0, Exterior(2R) 7-0-0
to 10-0-0, Interior(1) 10-0-0 to 15-6-0 zone;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) 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.
This Item has been
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 398 lb uplift at joint 2 and 398 lb uplift at
joint 4.
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259968
77363
C1
Common
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
1-6-0 7-0-0
1-6-0 7-0-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:27 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-cckSlmnKjacKOLih9rrEmRofpwPKslq?m?hs?2z8OLc
13-8-0
4x6 =
Scale = 1:24.3
Io
3x4 = - I , _...
7-0-0 13-8-0
7-0-0 6-8-0
Plate Offsets (X,Y)-- [4:0-0-0,0-0-7]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL) -0.06 5-11 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.28
Vert(CT) -0.12 5-11 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.12
Horz(CT) 0.01 4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.09 5-11 >999 240
Weight: 49 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0
Max Horz 2=107(LC 11)
Max Uplift 4=-271(LC 12), 2=-399(LC 12)
Max Grav 4=501(LC 1), 2=591(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-788/760, 3-4=-791/784
BOT CHORD 2-5=-586/670, 4-5=-586/670
WEBS 3-5=-63/307
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-0-0, Exterior(2R) 7-0-0
to 10-0-0, Interior(1) 10-0-0 to 13-8-0 zone;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) 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
This item has been
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
electronically signed and
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 4 and 399 lb uplift at
sealed by ORegan, Philip, PE
joint2.
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259969
77363
C2
Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:28 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-4olgz6oyUtkB?VHtjZMTJeLtvKn6blo8_fQPXVz8OLb
1-6-0 5-0-0 9-0-0 13-8-0
1 1-6-0 5-0-0 4-0-0 4-8-0
Scale = 1:25.4
4x8 —
15
44 —
LXJ 11 3X4 —
3x4 =
3x4 —
Io
5-0-0
9-0-0
13-8-0
5-0-0
4-0-0
4-8-0
Plate Offsets (X,Y)--
[3:0-5-4,0-2-0]
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 0.23
Vert(LL)
-0.02
7-13
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.18
Vert(CT)
-0.05
7-13
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.07
Horz(CT)
0.01
5
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.04
7-13
>999
240
Weight: 56 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical, 2=0-8-0
Max Horz 2=82(LC 11)
Max Uplift 5=-271(LC 12), 2=-399(LC 12)
Max Grav 5=501(LC 1), 2=591(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-885/865, 3-4=-756/815, 4-5=-860/820
BOT CHORD 2-7=-715/776, 6-7=-716/784, 5-6=-654/749
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 5-0-0, Exterior(2E) 5-0-0
to 9-0-0, Exterior(2R) 9-0-0 to 13-4-3, Interior(1) 13-4-3 to 13-8-0 zone;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) 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
This item has been
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
electronically signed and
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 5 and 399 lb uplift at
sealed by ORegan, Philip, PE
joint2.
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259970
77363
C3
Half Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:29 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-Y_sCASoaFBs2des4HGtirsu?Zk31 KBIIDJAz3xz8OLa
6-6-0 8-8-0
1N1
4x8 =
3x4
3
5 4
3x4 = 2x3 11
6x8 =
Scale = 1:19.6
6-6-0
8-8-0
6-6-0
2-2-0
Plate Offsets (X,Y)-- [1:0-1-2,Edge], [2:0-5-0,0-2-0]
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 0.43
Vert(LL) -0.05
5-8 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.39
Vert(CT) -0.11
5-8 >938 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.15
Horz(CT) -0.00
4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Wind(LL) 0.11
5-8 >914 240
Weight: 38 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=Mechanical, 4=Mechanical
Max Horz 1=150(LC 12)
Max Uplift 1=-149(LC 12), 4=-198(LC 12)
Max Grav 1=315(LC 1), 4=315(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 1-2=-305/202
BOT CHORD 1-5=-298/246, 4-5=-305/257
WEBS 2-5=-131/270, 2-4=-435/516
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-6-0, Exterior(2E) 6-6-0 to
8-6-4 zone;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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
This Item has been
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 1 and 198 lb uplift at
electronically signed and
joint 4.
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259971
77363
D
Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
5-7-14
1-6
5.00 12
3x5 =
10-8-0 16-8-4
5-0-2 6-0-4
5x8 =
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:30 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-1 BQallopCOV_vFoRGq_OxO3QBJ7Nz3YgRSzvWbNz8OLZ
22-6-12 28-7-0 33-7-2 39-3-0
5-10-8 6-0-4 5-0-2 5-7-14
3x6 =
28 529 6
7 30 31
5x8 —
19 18 17 16 15 14 13 12
4x6 = 3x8 =
4x6 =
Scale = 1:68.8
3x5 =
5-7-14 10-8-0 16-8-4 22-6-12 28-7-0 33-7-2 39-3-0
5-7-14 5-0-2 6-0-4 5-10-8 6-0-4 5-7-14
Plate Offsets (X,Y)-- [4:0-5-12,0-2-8], [8:0-5-12,0-2-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.37
Vert(LL) -0.26 15-16 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.48
Vert(CT) -0.48 15-16 >974 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.49
Horz(CT) 0.14 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.35 15-16 >999 240
Weight: 203 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=187(LC 11)
Max Uplift 2=-912(LC 12), 10=-912(LC 12)
Max Grav 2=1533(LC 1), 10=1533(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3257/2057, 3-4=-2787/1804, 4-5=-3134/2100, 5-7=-3134/2100, 7-8=-3135/2101,
8-9=-2786/1804, 9-10=-3257/2057
BOT CHORD 2-19=-1764/2962, 18-19=-1764/2962, 16-18=-1402/2531, 15-16=-1776/3135,
13-15=-1419/2531, 12-13=-1792/2962, 10-12=-1792/2962
WEBS 3-18=-541/417, 4-18=-149/378, 4-16=-483/855, 5-16=-340/338, 7-15=-396/328,
8-15=-485/856, 8-13=-148/378, 9-13=-542/417
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=3.Opsf; h=17ft; B=45ft; L=39ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-2, Interior(1) 2-5-2 to 10-8-0, Exterior(2R)
10-8-0 to 16-2-10, Interior(1) 16-2-10 to 28-7-0, Exterior(2R) 28-7-0 to 34-1-10, Interior(1) 34-1-10 to 40-9-0 zone;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
This item has been
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
electronically signed and
5) All plates are 3x4 MT20 unless otherwise indicated.
sealed by ORegan, Philip, PE
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
using a Digital Signature.
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
Printed copies of this
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 912 lb uplift at joint 2 and 912 lb uplift at
document are not considered
joint 10.
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259972
77363
D1
Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
1-6-0, 6-7-14 , 12-8-0
1-6-0 6-7-14 6-0-2
3x5 =
19-7-8
6-11-8
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:31 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-VN_rb8ggno6msyOSOhvAxHzKQXjkozSbgdf38qz8OLY
26-7-0 32-7-2 39-3-0 40-9-0,
6-11-8 6-0-2 6-7-14 1-6-0
5x8 = 3x4 11 5x8 =
4 25 26 5 27 28 6
16 15 13 '— 11 10
3x4 11 3x6 =
3x4 =
3x8 = 3x4 =
3x6 =
29
3x4 I
Scale = 1:68.8
3x5 =
6-7-14 12-8-0
19-7-8
26-7-0
32-7-2 39-3-0
6-7-14 6-0-2
6-11-8
6-11-8
6-0-2 6-7-14
Plate Offsets (X,Y)--
[4:0-5-12,0-2-8], [6:0-5-12,0-2-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.41
Vert(LL)
-0.22
13
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.51
Vert(CT)
-0.41
11-13
>999
240
BCLL 0.0
Rep Stress Incr YES
WB
0.59
Horz(CT)
0.14
8
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix
-MS
Wind(LL)
0.29
13
>999
240
Weight: 199 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-6-1 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=218(LC 11)
Max Uplift 2=-912(LC 12), 8=-912(LC 12)
Max Grav 2=1533(LC 1), 8=1533(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3216/2034, 3-4=-2617/1720, 4-5=-2728/1889, 5-6=-2728/1889, 6-7=-2617/1720,
7-8=-3216/2034
BOT CHORD 2-16=-1732/2918, 15-16=-1732/2918, 13-15=-1284/2363, 11-13=-1303/2363,
10-1 1=-1761/2918,8-10=-1761/2918
WEBS 3-16=0/254, 3-15=-683/508, 4-15=-175/448, 4-13=-310/601, 5-13=-429/407,
6-13=-310/601, 6-1 1=-175/448,7-11=-684/508, 7-10=0/254
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=3.Opsf; h=17ft; B=45ft; L=39ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-2, Interior(1) 2-5-2 to 12-8-0, Exterior(2R)
12-8-0 to 18-2-10, Interior(1) 18-2-10 to 26-7-0, Exterior(2R) 26-7-0 to 32-1-10, Interior(1) 32-1-10 to 40-9-0 zone;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
This item has been
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
electronically signed and
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Sealed by ORegan, Philip, PE
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
using a Digital Signature.
will fit between the bottom chord and any other members.
Printed copies Of this
p
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 912 lb uplift at joint 2 and 912 lb uplift at
document
joint 8.
are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259973
77363
D2
Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:32 2021 Page 1
I D:NRwBsubNlflvW HZitmA3hgzYRCF-zZYLoUrSY6EdU6bfyOQPTU W UJxO2XTskvHOdgGzBOLX
8-0-0 14-8-0 19-7-8 , 24-7-0 , 31-3-0 39-3-0 40-9-01
1-6-0 8-0-0 6-8-0 4-11-8 4-11-8 6-8-0 8-0-0 1-6-0
�1
0
3x5 =
5x6 =
5.00 12 3x4 = 5x6 =
5 26 276 28 29 7
17 ' - 15 '"` '"'" 14 ' - 12
3x4 11 5x6 WB =
3x8 —
3x8 = 3x4 11
5x6 WB —
Scale = 1:69.9
3x5 =
8-0-0 14-8-0
24-7-0
31-3-0 39-3-0
8-0-0 6-8-0
9-11-0
Plate Offsets (X,Y)-- [2:0-0-6,Edge], [3:0-3-0,Edge], [5:0-3-0,0-2-4], [7:0-3-0,0-2-4], [9:0-3-0,Edge], [10:0-0-6,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.46
Vert(LL)
-0.41 14-15 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.69
Vert(CT)
-0.72 14-15 >654 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.39
Horz(CT)
0.15 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.27 14-15 >999 240
Weight: 198 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 3-5-14 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 5-6-1 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 4-15, 8-14
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=249(LC 11)
Max Uplift 2=-912(LC 12), 10=-912(LC 12)
Max Grav 2=1761(LC 17), 10=1761(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-3561/1991, 4-5=-2741/1631, 5-6=-2500/1587, 6-7=-2500/1587, 7-8=-2741/1631,
8-10=-3562/1991
BOT CHORD 2-17=-1675/3414, 15-17=-1675/3414, 14-15=-1280/2623, 12-14=-1704/3229,
10-12=-1704/3229
WEBS 4-17=0/285, 4-15=-926/592, 5-15=-338/800, 6-15=-328/198, 6-14=-328/198,
7-14=-338/799, 8-14=-927/592, 8-12=0/285
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=3.Opsf; h=17ft; B=45ft; L=39ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-2, Interior(1) 2-5-2 to 14-8-0, Exterior(2R)
14-8-0 to 20-2-10, Interior(1) 20-2-10 to 24-7-0, Exterior(2R) 24-7-0 to 30-1-10, Interior(1) 30-1-10 to 40-9-0 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
This item has been
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.
electronically signed and
4) Provide adequate drainage to prevent water ponding.
sealed by ORegan, Philip, PE
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
using a Digital Signature.
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
Printed copies of this
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
document
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 912 lb uplift at joint 2 and 912 lb uplift at
are not considered
joint 10.
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259974
77363
D3
Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:34 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-vyf5DAsj4jULjQ113pTtYvbsgli4?H11 Natkk9z8OLV
i-1-6-0, 5-11-14 11-3-15 , 16-8-0 22-7-0 27-11-1 33-3-2 39-3-0 ,'0-9-0,
1-6-0 5-11-14 5-4-15-11-0 5-4-1 5-4-1 5-11-14 1-6-0
Scale = 1:69.9
�1
0
3x5 =
Sx6 =
5.00 12 5x8 =
626 7 27
'� 16 "" 15 ""
3x4 =
4x6 = 3x8 = 3x4 = 4x6 = 3x4 =
3x5 =
8-7-14
16-8-0
22-7-0
30-7-2
39-3-0
8-7-14
8-0-2
5-11-0
8-0-2
8-7-14
Plate Offsets (X,Y)--
[2:0-0-6,Edge], [6:0-3-0,0-2-4], [7:0-5-12,0-2-8],
[11:0-0-6,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.33
Vert(LL)
-0.25 13-15
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.66
Vert(CT)
-0.47 13-15
>999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.79
Horz(CT)
0.14 11
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.26 15
>999
240
Weight: 205 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP M 30 TOP CHORD
Structural wood sheathing directly applied or 3-7-9 oc purlins.
BOT CHORD
2x4 SP M 30 BOT CHORD
Rigid ceiling directly applied or 5-6-0 oc bracing.
WEBS
2x4 SP No.3 WEBS
1 Row at midpt 7-16
REACTIONS.
(size) 2=0-8-0, 11=0-8-0
Max Horz 2=279(LC 11)
Max Uplift 2=-912(LC 12), 11=-912(LC 12)
Max Grav 2=1751(LC 17), 11=1754(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-3629/2043, 3-5=-3389/1922, 5-6=-2450/1561, 6-7=-2238/1511, 7-8=-2458/1561,
8-1 0=-3398/1922, 10-11 =-3637/2043
BOT CHORD
2-18=-1745/3519, 16-18=-1414/2931, 15-16=-1058/2262, 13-15=-1444/2729,
11-13=-1774/3317
WEBS
3-18=-367/319, 5-18=-188/639, 5-16=-784/518, 6-16=-298/687, 7-15=-299/775,
8-15=-785/518, 8-13=-188/639, 10-13=-368/319
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=3.Opsf; h=17ft; B=45ft; L=39ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-2, Interior(1) 2-5-2 to 16-8-0, Exterior(2R)
16-8-0 to 22-2-10, Interior(1) 22-2-10 to 22-7-0, Exterior(2R) 22-7-0 to 27-11-1, Interior(1) 27-11-1 to 40-9-0 zone;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
This item has been
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
electronically signed and
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Sealed by ORegan, Philip, PE
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
using a Digital Signature.
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
Printed copies of this
p
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 912 lb uplift at joint 2 and 912 lb uplift at
document
joint 11.
are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
CIty
Ply
FOLEY
T24259975
77363
D4
ROOF SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:35 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-N8DTRVtLrl cCLZJEdX_6578ym8?okibAbEdHHbz8OLU
i-1-6-0 7-1-8 13-7-4 17-0-0 i18-8-01 20-7-0 22-3-0$3-4-$ 27-6-3 32-9-6 33r1-0 39-3-0
1-6-0 6-5-12 3-4-12 1-8-0 1-11-0 1-8-0 1-1-8 4-1-11 5-3-3 t- 0 ii
5x8 MT18HS =
5.00 12 5x8 =
6 7 3x4
co 20 19
3x5 = 3x4 —
5x6 11
Scale = 1:73.6
7-1-8 13-0-0
1 -7 4 17-0-0
18-8-0 20-7-0 22-3-0 3-0- 27-6-3
32-9-6 33 -0 39-3-0
7-1-8 5-10-8
-7 3-4-12
1-B-0 1-11-0 1-8-0 1-1-8 4-1-11
5-3-3 0-
- 0 6-2-0
Plate Offsets (X,Y)--
[2:0-0-6,Edge], [4:0-3-0,Edge], [6:0-4-0,0-1-13], [7:0-5-0,0-2-4], [10:0-10-14,0-5-9], [19:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.64
Vert(LL) -0.36 13-14
>857
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.88
Vert(CT) -0.68 13-14
>455
240
MT18HS
244/190
BCLL 0.0 *
Rep Stress Incr YES
WB 0.90
Horz(CT) 0.07 12
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.48 13-14
>639
240
Weight: 210 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins,
BOT CHORD 2x4 SP M 30 *Except* except end verticals.
5-19: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-2-11 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 18-20, 3-18, 10-14
REACTIONS. (size) 12=Mechanical, 2=0-8-0, 19=0-7-4
Max Horz 2=258(LC 11) NOTE: EXTREME CARE MUST BE TAKEN DURING TRUSS TRANSPORT,
Max Uplift 12=-298(LC 12), 2=-563(LC 11), 19=-1719(LC 12) HANDLING AND ERECTION. PROVIDE SUPPORT THAT DOES NOT
LC 1 , 2=175 LC 21 , 19=2598 LC 1 ALLOW TRUSS TO TWIST. ALL PLATES MUST REMAIN ENTIRELY INTACT
Max Grav 12=551
( ) ( ) ( ) AND EMBEDDED.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-353/1588, 3-5=-2003/3071, 5-6=-486/885, 7-8=-436/842, 9-1 0=-1 195/607,
10-1 1=-2531/1463,11-12=-463/352, 6-7=-388/796
BOT CHORD 2-20=-1567/246, 18-19=-2557/2200, 5-18=-2025/1440, 17-18=-2872/1998,
16-17=-975/814, 15-16=-217/335, 14-15=-524/1125, 13-14=-1777/3006, 12-13=-242/369
WEBS 3-20=-740/613, 18-20=-1603/269, 3-18=-1676/2148, 5-17=-1367/2224, 9-15=-1259/828,
11 -1 3=-1 230/2179, 9-14=-125/386, 10-14=-1872/1242, 10-13=-995/692, 6-17=-710/559,
8-15=-250/623, 8-16=-896/578
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=3.Opsf; h=17ft; B=45ft; L=39ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-2, Interior(1) 2-5-2 to 18-8-0, Exterior(2E)
18-8-0 to 20-7-0, Exterior(2R) 20-7-0 to 24-6-2, Interior(1) 24-6-2 to 39-1-4 zone; porch left exposed;C-C for members and forces &
This item has been
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
electronically signed and
to the use of this truss component.
sealed by ORegan, Philip, PE
4) Provide adequate drainage to prevent water ponding.
using a Digital Signature.
5) All plates are MT20 plates unless otherwise indicated.
Printed COpleS Of this
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
document
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
are not considered
will fit between the bottom chord and any other members.
Signed and sealed and the
8) Refer to girder(s) for truss to truss connections.
Signature must be verified
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 12, 563 lb uplift at
on any electronic copies.
joint 2 and 1719 lb uplift at joint 19.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
FOLEY
T24259976
77363
D5
ROOF SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:37 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-JXLDsBvbMesvatTclyOaAYDIpygLCb6T3Y60LTz8OLS
20-3-0
-1-6-0 13-7-4 19-0-0 18-7 5 i 23-4-8 25-6-3 30-9-6 33-1-0 39-3-0
1-6A 7-1-8 6-5-12 5-0-12 -7- 3-1-8 2-1-11 5-3-3 2-3-10 6-2-0
0-7-8
Scale = 1:72.3
�1
2
22
3
O
27
18
3x5 —
3x4 =
5x6 =
5.00 12
17
5x8 MT18HS 11
20-3-0
7-1-8 13 0 1$-7y1 19-0-0 19-7-0
23-4-8
30-9-6
39-3-0
7-1-8 5-10-8 -7- 5-4-12 -7-
3-1-8
7-4-14
%1-0
2-3-10
0-7-8
Plate Offsets (X,Y)-- [2:0-0-6,Edge], [4:0-3-0,Edge], [17:0-3-8,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67
Vert(LL)
-0.43 13-14 >722 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.88
Vert(CT)
-0.86 13-14 >358 240
MT18HS 244/190
BCLL 0.0 *
Rep Stress Incr YES
WB 0.96
Horz(CT)
0.07 11 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.57 13-14 >536 240
Weight: 205 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing
directly applied or 4-10-7 oc purlins,
BOT CHORD 2x4 SP M 30 *Except*
except end verticals.
5-17: 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 2-10-3 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt
16-18, 3-16, 5-15, 8-14
REACTIONS. (size) 11=Mechanical, 2=0-8-0, 17=0-7-4
Max Horz 2=257(LC 11)
Max Uplift 11=-280(LC 12), 2=-614(LC 11), 17=-1781(LC 12)
Max Grav 11=509(LC 1), 2=139(LC 21), 17=2719(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-468/1783, 3-5=-2083/3366, 5-6=-502/971, 6-7=-444/955, 7-8=-239/482,
8-9=-1352/818
BOT CHORD 2-18=-1746/306, 16-17=-2680/2203, 5-16=-2040/1407, 15-16=-3144/2020,
14-15=-385/298, 13-14=-883/1443, 12-13=-816/1355, 11-12=-827/1357
WEBS 3-18=-748/6 58, 16-18 =- 1761/323, 3-16=- 1756/2144, 5-15=- 1362/2312, 9-11 =- 1358/819,
6-15=-866/565, 7-14=-21/265, 7-15=-714/529, 8-14=-1720/1140
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=3.Opsf; h=17ft; B=45ft; L=39ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 2-5-2, Interior(1) 2-5-2 to 19-7-8, Exterior(2R)
19-7-8 to 23-6-10, Interior(1) 23-6-10 to 39-1-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
This item has been
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.
electronically signed and
4) Provide adequate drainage to prevent water ponding.
sealed by ORegan, Philip, PE
5) All plates are MT20 plates unless otherwise indicated.
using a Digital Signature.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
Printed COpleS Of this
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
document
will fit between the bottom chord and any other members.
are not considered
8) Refer to girder(s) for truss to truss connections.
signed and sealed and the
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint 11, 614 lb uplift at
signature must be verified
joint 2 and 1781 lb uplift at joint 17.
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259977
77363
G
Roof Special
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
2-8-0 5-0-0
snn171-9-
8-2-0
9-40
3-2-0
1-2-0
5x6 =
4
5x6 =
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:38 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-ojvc3XvD7y_mC 12olfXpjllVgM2sx6JclCrxuwz8OLR
13-8-0 19-2-0 24-8-0
3x4 =
3x4 =
Scale = 1:42.9
3x5 =
io 1.1 iu 9
44 = 2x3 11 3x4 II 4x8 = 3x6 11
i 2-4-10 2r8i0 5-0-0 9-4-0 13-8-0
19-2-0
24-8-0
2-4-16 0-3-6 2-4-0 4-4-0 4 4-0
5-6-0
5-6-0
Plate Offsets (X,Y)-- [1:0-1-11,0-0-01, [2:0-1-3,Edge], [12:0-7-8,0-2-0)
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 0.54
Vert(LL)
-0.20 12-13 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.73
Vert(CT)
-0.37 12-13 >778 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.71
Horz(CT)
0.17 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.29 12-13 >999 240
Weight: 140 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP 240OF 2.0E *Except*
TOP CHORD
Structural wood sheathing directly applied or 4-6-6 oc purlins,
4-5: 2x6 SP No.2, 5-8: 2x4 SP M 30
except end verticals.
BOT CHORD 2x4 SP M 30 *Except*
BOT CHORD
Rigid ceiling directly applied or 4-8-2 oc bracing.
6-11: 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 9=Mechanical
Max Horz 1=159(LC 12)
Max Uplift 1=-479(LC 12), 9=-510(LC 9)
Max Grav 1=905(LC 1), 9=896(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-332/81, 2-3=-2942/2141, 3-4=-3082/2357, 4-5=-2575/1905, 5-6=-2408/1772,
6-7=-2495/1804, 7-8=-1290/904, 8-9=-846/643
BOT CHORD 2-14=-2210/2836, 13-14=-1466/1933, 12-13=-1853/2566
WEBS 5-13=-849/665, 6-13=-287/183, 10-12=-794/1108, 7-12=-929/1251, 7-10=-782/676,
8-10=-1018/1455,3-14=-534/531, 4-14=-949/1153, 4-13=-759/1151
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=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 8-2-0, Exterior(2E) 8-2-0 to
9-4-0, Interior(1) 9-4-0 to 24-6-4 zone;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
This item has been
to the use of this truss component.
electronically signed and
4) Provide adequate drainage to prevent water ponding.
Sealed by ORegan, Philip, PE
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
using a Digital Signature.
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
Printed copies of this
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
document are not considered
8) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
signed and sealed and the
capacity of bearing surface.
signature must be verified
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 479 lb uplift at joint 1 and 510 lb uplift at
on any electronic copies.
joint 9.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259978
77363
G1
Half Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
2-8-0
9-0-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:39 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-GvT_GtwruG6dgBd?sN22FzlfxmOzgbymWsbUQMz8OLQ
13-8-0 19-2-0 24-8-0
4-8-0 5-6-0 5-6-0
Scale = 1:42.2
5x8 = 3x4 3x4 = 3x4 =
3 17 4 18 19 5 20 6
0
0
6
7
3x6 = 3x4 3x4 11 4x8 = 3x6
2-5-0 9-0-0 13-8-0
19-2-0 24-8-0
2-8-0 6-4-0 4-8-0
5-6-0 5-6-0
Plate Offsets (X,Y)-- [1:0-0-15,0-0-0], [2:0-1-4,0-1-0], [2:0-5-0,0-1-3], [3:0-5-12,0-2-8], [10:0-2-4,0-2-12]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL) -0.34
2-11 >864 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.74
Vert(CT) -0.64
2-11 >455 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.62
Horz(CT) 0.25
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.51
2-11 >568 240
Weight: 136 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP 240OF 2.0E *Except*
TOP CHORD
Structural wood sheathing directly applied or 5-2-11 oc purlins,
3-6: 2x4 SP M 30
except end verticals.
BOT CHORD 2x4 SP M 30 *Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-12,4-9: 2x4 SP No.3
5-10-11 oc bracing: 2-11
WEBS 2x4 SP No.3
6-6-10 oc bracing: 10-11.
REACTIONS. (size) 1=0-8-0, 7=Mechanical
Max Horz 1=204(LC 12)
Max Uplift 1=-476(LC 12), 7=-519(LC 9)
Max Grav 1=895(LC 1), 7=895(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-13=-480/138, 2-3=-1929/1193, 3-4=-1811/1206, 4-5=-1794/1193, 5-6=-1013/640,
6-7=-847/591
BOT CHORD 2-12=-180/264, 2-11=-1226/1796, 10-11=-1228/1806
WEBS 3-11=-27/300, 8-10=-565/876, 5-10=-612/863, 5-8=-743/587, 6-8=-775/1231
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 9-0-0, Exterior(2R) 9-0-0 to
13-2-15, Interior(1) 13-2-15 to 24-6-4 zone;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.
This Item has been
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.
electronically signed and
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
sealed by ORegan, Philip, PE
will fit between the bottom chord and any other members.
using a Digital Signature.
6) Refer to girder(s) for truss to truss connections.
Printed COpleS Of this
7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
document
capacity of bearing surface.
are not considered
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 1 and 519 lb uplift at
signed and sealed and the
joint 7.
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259979
77363
G2
Half Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:40 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-k61 MUDxTfZEURLCBQ4ZHoArtz9rpPyWvIWK2yoz8OLP
1-6-0 5-9-14 11-0-0 17-10-0 24-8-0
1-6-0 5-9-14 5-2-2 6-10-0 6-10-0
�1
4x8 =
17 18
2x3 11
19
Scale = 1:44.0
3x5 =
- - r
3x4 = 2x3 11 3x4 = 3x6 = 3x10 = 3x6
5-9-14 11-0-0 17-10-0 24-8-0
5-9-14 5-2-2 6-10-0 6-10-0
Plate Offsets (X,Y)-- [4:0-5-4,0-2-0]
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 0.42
Vert(LL)
-0.06
10
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.32
Vert(CT)
-0.13
8-10
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.98
Horz(CT)
0.04
7
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.09
10-11
>999
240
Weight: 131 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP M 30 TOP CHORD
Structural wood sheathing directly applied or 5-3-3 oc purlins,
BOT CHORD
2x4 SP M 30
except end verticals.
WEBS
2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 6-7-11 oc bracing.
REACTIONS.
(size) 7=Mechanical, 2=0-8-0
Max Horz 2=306(LC 12)
Max Uplift 7=-520(LC 9), 2=-592(LC 12)
Max Grav 7=905(LC 1), 2=991(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-1876/1096, 3-4=-1362/833, 4-5=-1024/667, 5-6=-1024/667, 6-7=-845/614
BOT CHORD
2-11=-1217/1688, 10-11=-1217/1688, 8-10=-834/1214
WEBS
3-10=-548/427, 4-10=-146/399, 5-8=-426/401, 6-8=-795/1220
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=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 11-0-0, Exterior(2R)
11-0-0 to 15-2-15, Interior(1) 15-2-15 to 24-6-4 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
This Item has been
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.
electronically signed and
7) Refer to girder(s) for truss to truss connections.
sealed by ORegan, Philip, PE
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 520 lb uplift at joint 7 and 592 lb uplift at
using a Digital Signature.
joint 2.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259980
77363
G3
Half Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:41 2021 Page 1
ID: NRwBsubN IflvW HZitmA3hgzYRCF-ClakhZy6QtML3Un N_n5W KON 1 oZAX8SP3_A4bUFz8OLO
-1-6-0 6-9-14 13-0-0 18-10-0 24-8-0
�1
4x8 =
17 18 19
2x3 11
20
Scale = 1:43.7
3x4 =
3x4 = 2x3 3x6 = 3x4 = 3x10 = 3x6
6-9-14 13-0-0 18-10-0 24-8-0
6-9-14 6-2-2 5-10-0 5-10-0
Plate Offsets (X,Y)-- [4:0-5-4,0-2-0]
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 0.48
Vert(LL)
-0.07 11-14
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.35
Vert(CT)
-0.14 11-14
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.81
Horz(CT)
0.04 7
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.09 11-14
>999
240
Weight: 137 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP M 30 TOP CHORD
Structural wood sheathing directly applied or 5-3-2 oc purlins,
BOT CHORD
2x4 SP M 30
except end verticals.
WEBS
2x4 SP No.3 BOT CHORD
Rigid ceiling directly applied or 6-7-13 oc bracing.
REACTIONS.
(size) 7=Mechanical, 2=0-8-0
Max Horz 2=352(LC 12)
Max Uplift 7=-528(LC 12), 2=-583(LC 12)
Max Grav 7=905(LC 1), 2=991(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-1829/1031, 3-4=-1183/708, 4-5=-767/514, 5-6=-767/514, 6-7=-853/626
BOT CHORD
2-11=-1194/1639, 9-11=-1194/1639, 8-9=-727/1035
WEBS
3-11=0/278, 3-9=-687/518, 4-9=-178/436, 4-8=-375/291, 5-8=-355/350, 6-8=-702/1048
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 13-0-0, Exterior(2R)
13-0-0 to 17-2-15, Interior(1) 17-2-15 to 24-6-4 zone;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) 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
This item has been
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
electronically signed and
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 528 lb uplift at joint 7 and 583 lb uplift at
sealed by ORegan, Philip, PE
joint2.
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259981
77363
G4
Half Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
�1
7-7-0
7-7-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:42 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-gU86vvykBBVCheMaXVcltbwB2zSZt?LCCgp91 hz8OLN
15-0-0 19-84 i 24-8-0
7-5-0 4-8-4 4-11-12
5.00 12
4x5 =
3x4 =
4 16 17 185
19
Scale = 1:44.0
3x4 11
3x4 = 2x3 11 3x6 = 3x8 = 6x8 =
7-7-0 15-0-0 24-8-0
7-7-0 7-5-0 9-8-0
Plate Offsets (X,Y)-- [3:0-3-0,0-3-4]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.58
Vert(LL)
-0.31
7-8
>960
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.56
Vert(CT)
-0.50
7-8
>588
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.38
Horz(CT)
0.04
7
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.12
10-13
>999
240
Weight: 134 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 BOT CHORD
WEBS
REACTIONS. (size) 7=Mechanical, 2=0-8-0
Max Horz 2=397(LC 12)
Max Uplift 7=-539(LC 12), 2=-572(LC 12)
Max Grav 7=1066(LC 17), 2=1138(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2058/969, 3-4=-1194/571, 4-5=-1051/605
BOT CHORD 2-10=-1175/1913, 8-10=-1175/1906, 7-8=-410/637
WEBS 3-10=0/292, 3-8=-936/619, 5-8=-334/707, 5-7=-1009/669
Structural wood sheathing directly applied or 4-10-8 oc purlins,
except end verticals.
Rigid ceiling directly applied or 6-7-13 oc bracing.
1 Row at midpt 3-8, 5-7
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=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 15-0-0, Exterior(2R)
15-0-0 to 19-2-15, Interior(1) 19-2-15 to 24-6-4 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 539 lb uplift at joint 7 and 572 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259982
77363
G5
Half Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:43 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-8hiV6FzMyUd3Joxm5C7_QpTMENpzcNnMRUZiZ7z8OLM
1-6-0 6-0-11 11-5-10 16-10-8 24-8-0
1-6-0 6-0-11 5-4-14 54-14 7-9-8
�1
0
4x6 =
3x6 =
5.00 12 6 1718
6
3x4 = 3x6 = 3x10 = 3x6 11
3x4 =
8-9-2 16-10-8 24-8-0
8-9-2 8-1-6 7-9-8
Plate Offsets (X,Y)-- [2:0-0-10,Edge)
Scale = 1:46.9
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.55
Vert(LL)
-0.13 11-14
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.48
Vert(CT)
-0.25 11-14
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.76
Horz(CT)
0.03 8
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.09 11-14
>999
240
Weight: 137 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 BOT CHORD
WEBS
REACTIONS. (size) 8=Mechanical, 2=0-8-0
Max Horz 2=440(LC 12)
Max Uplift 8=-551(LC 12), 2=-560(LC 12)
Max Grav 8=1084(LC 17), 2=1135(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2092/969, 3-5=-1853/841, 5-6=-936/469, 6-7=-832/498, 7-8=-933/662
BOT CHORD 2-11=-1236/1967, 9-11=-883/1386
WEBS 3-11=-363/336, 5-11=-208/630, 5-9=-733/504, 7-9=-666/1116
Structural wood sheathing directly applied or 4-10-4 oc purlins,
except end verticals.
Rigid ceiling directly applied or 6-6-14 oc bracing.
1 Row at midpt 7-8, 7-9
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=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 16-10-8, Exterior(2R)
16-10-8 to 21-1-7, Interior(1) 21-1-7 to 24-6-4 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 551 lb uplift at joint 8 and 560 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259983
77363
G6
Half Hip
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
�1
7-6-0
7-6-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:44 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-ctGtKaJolwwyWyfweDyO?WDm8uLwxVg81 F5Zz8OLL
14-10-8 19-7-8 24-8-0
7-4-8 4-9-0
Scale = 1:44.0
4x5 =
3x4 = 3x4
11
5.00 12 4 16 17 18 5 19 6
3x4 = 2x3 11 3x6 = 3x8 = 6x8 =
7-6-0 14-10-8 24-8-0
7-6-0 7-4-8 9-9-8
Plate Offsets (X,Y)-- [3:0-3-0,0-3-4]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL)
-0.32
7-8
>916
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.56
Vert(CT)
-0.52
7-8
>561
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.38
Horz(CT)
0.04
7
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.11
10-13
>999
240
Weight: 134 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 BOT CHORD
WEBS
REACTIONS. (size) 7=Mechanical, 2=0-8-0
Max Horz 2=395(LC 12)
Max Uplift 7=-538(LC 12), 2=-572(LC 12)
Max Grav 7=1065(LC 17), 2=1138(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2066/977, 3-4=-1209/579, 4-5=-1065/613
BOT CHORD 2-10=-1181/1921, 8-10=-1182/1918, 7-8=-417/648
WEBS 3-10=0/287, 3-8=-930/616, 5-8=-330/704, 5-7=-1011/671
Structural wood sheathing directly applied or 4-10-10 oc purlins,
except end verticals.
Rigid ceiling directly applied or 6-7-13 oc bracing.
1 Row at midpt 3-8, 5-7
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=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 14-10-8, Exterior(2R)
14-10-8 to 19-1-7, Interior(1) 19-1-7 to 24-6-4 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 538 lb uplift at joint 7 and 572 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259984
77363
GR3
Monopitch Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:45 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-43gFXw?cU6tnY649Dd9SVEYgMAZn4S5evo2pdOz8OLK
3-0-0
3x4 = 3x4 11
3-0-0
3-0-0
Scale = 1:10.8
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 *
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2020/TP12014
CSI.
TC 0.06
BC 0.20
WB 0.00
Matrix -MP
DEFL. in
Vert(LL) -0.00
Vert(CT) -0.01
Horz(CT) 0.00
Wind(LL) 0.01
(loc) I/defl L/d
5 >999 360
3-5 >999 240
3 n/a n/a
5 >999 240
PLATES GRIP
MT20 244/190
Weight: 13 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins,
BOT CHORD 2x6 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 3=Mechanical
Max Horz 1=65(LC 8)
Max Uplift 1=-94(LC 8), 3=-177(LC 8)
Max Grav 1=201(LC 1), 3=307(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 94 lb uplift at joint 1 and 177 lb uplift at
joint 3.
7) Use USP HUS26 (With 14-16d nails into Girder & 4-16d nails into Truss) or equivalent at 1-11-4 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.
ThIS This ihas
item S been
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
all
OnlChay Signed and
LOAD CASE(S) Standard
sealed by ORegan, Philip, PE
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
using a Digital Signature.
Uniform Loads (plf)
Printed copies of this
Vert: Loads (lb) 1-3=-20
L
Concentrated Loads
document are not considered
Vert:6=-296(B)
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259985
77363
GR5
Monopitch Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:46 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-ZGOdkGOEFP?eAGfLmLgh1 R5xeagxpvLo7SnMASz8OLJ
1-6-0 5-0-0
1-6-0 5-0-0
5-0-0
5-0-0
Plate Offsets (X,Y)-- [2:0-5-1,0-1-10]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 7.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr NO
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SIP M 30
BOT CHORD 2x6 SIP 240OF 2.0E
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0
Max Horz 2=164(LC 8)
Max Uplift 4=-594(LC 8), 2=-560(LC 8)
Max Grav 4=1021(LC 1), 2=849(LC 1)
CSI.
DEFL.
in
(loc)
I/defl
L/d
TC 0.28
Vert(LL)
0.08
4-6
>718
240
BC 0.53
Vert(CT)
-0.11
4-6
>549
240
WB 0.00
Horz(CT)
0.00
4
n/a
n/a
Matrix -MP
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:15.4
PLATES GRIP
MT20 244/190
Weight: 25 Ib FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 594 lb uplift at joint 4 and 560 lb uplift at
joint 2.
7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12
from the left end to 4-0-12 to connect truss(es) to front 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: 1-3=-54, 2-4=-20
Concentrated Loads (lb)
Vert: 7=-833(F) 8=-598(F)
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259986
77363
GRA
ROOF SPECIAL GIRDER
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:51 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-vDBWo 3N3ydwG1YIZuGskVon4bYKU2mXHkV7rf28OLE
39-4-8
r1-6-Oi 4-11A 9-3-7 13-7-4 16-7-6 19-7-8 24-6-7 29-5-6 33-1-0 37-11-6 3$-6r8 42-8-0 44-0-Q 49-0-0 50-6-q
1-6-0 4-11-10 4-3-13 4-3-13 3-0-2 3-0-2 4-10-15 4-10-15 3-7-10 4-10-6 0-7- 3-3-8 -4-0 5-0-0
0-10-0 Scale = 1:90.7
5.00 12 5x8 —
8
O
4x5 = 3x4 11 3x8 = 3x6 11
28 27 26 3.uU112 — 11^� —
THD26-2
3x4 11
4-11-10 i 9-3-7 13-0-0 1 -7 4 19-7-8 23-4-8
26-4-15 29-5-6
W71-0
37-11-6
9-4- 42-8-0 4-0- 49-0-0
4-11-10 4-3-13 3-8-9 0-7, 6-0-4 3-9-0
3-0-7 3-0-7
3-7-10
4-10-6
5- 3-3-8 4- 5-0-0
Plate Offsets (X,Y)-- [14:0-3-0,0-2-4], [20:0-2-4,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.30
Vert(LL)
-0.10
21
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.45
Vert(CT)
-0.18
21
>999
240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.50
Horz(CT)
0.02
18
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.13
21
>999
240
Weight: 553 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 *Except*
BOT CHORD
Rigid ceiling directly
applied or 6-0-0 oc bracing.
6-26: 2x4 SP No.3, 15-20: 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 26=0-7-4, 15=0-8-0, 18=0-8-0
Max Horz 2=-310(LC 6)
Max Uplift 2=-434(LC 24), 26=-1632(LC 8), 15=-539(LC 29), 18=-1875(LC 8)
Max Grav 2=208(LC 17), 26=2412(LC 1), 18=2971(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6/1075, 3-4=-422/1303, 4-6=-1370/2496, 6-7=-1279/2478, 7-8=-193/444,
8-9=-554/236,9-10=-1315/650, 10-11=-2177/1284,11-12=-1307/891, 12-13=-582/596,
13-14=-739/1842, 14-15=-822/1967
BOT CHORD 2-28=-1146/1, 27-28=-1146/1, 25-26=-2378/1571, 6-25=-253/223, 24-25=-1180/906,
23-24=-419/551, 22-23=-127/761, 21-22=-1190/2319, 20-21=-717/1311, 19-20=-509/583,
18-19=-1842/909,17-18=-1842/909,15-17=-1785/878
WEBS 3-27=-480/548, 4-27=-621/804, 25-27=-1359/542, 4-25=-1273/1065, 7-25=-2116/1112,
7-24=-521/1147, 8-24=-933/511, 8-23=-461/1006, 9-23=-710/545, 9-22=-466/786,
10-22=-1069/782,10-21=-552/310,11-21=-454/1006,11-20=-566/368,13-18=-1537/963,
14-17=-812/428, 12-20=-793/1204, 12-19=-628/461, 13-19=-1376/2627
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows:
This Item has been
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
electronically Signed and
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
Sealed by ORegan, Philip, PE
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
using a Digital Signature.
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
Printed Copies Of this
3) Unbalanced roof live loads have been considered for this design.
document
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
are not considered
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
signed and sealed and the
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
signature must be verified
to the use of this truss component.
on any electronic copies.
6) Provide adequate drainage to prevent water ponding.
7) All plates are 3x5 MT20 unless otherwise indicated.
Philip J. O'Regan PE No.58126
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
MiTek USA, Inc. FL Cert 6634
9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
6904 Parke East Blvd. Tampa FL 33610
will fit between the bottom chord and any other members.
Date:
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 2, 1632 lb uplift at
June 9,2021
oint 26. 539 lb Uplift at ioint 15 and 1875 lb uDlift at ioint 18
t;onXea on page 2
I, WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259986
77363
GRA
ROOF SPECIAL GIRDER
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:51 2021 Page 2
ID: NRwBsubNlflvW HZitmA3hgzYRCF-vDB Wo_3N3ydwG 1 YIZuGskVon4bYKU2mXHkV7rf78OLE
NOTES-
11) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 39-4-8 from the left end to connect truss(es) to front face of bottom chord.
12) Fill all nail holes where hanger is in contact with lumber.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 118 lb up at 40-3-4, and 110 lb down and 118 lb up
at 41-11-4, and 227 lb down and 331 lb up at 44-0-0 on top chord, and 47 lb down and 17 lb up at 40-3-4, and 51 lb down and 12 lb up at 41-11-4, and 105 lb down and
147 lb up at 43-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-8=-54, 8-10=-54, 10-14=-54, 14-16=-54, 26-29=-20, 23-25=-20, 20-23=-20, 15-20=-20
Concentrated Loads (lb)
Vert: 14=-131(F) 17=-93(F) 35=-58(F) 36=-58(F) 37=-722(F) 38=-38(F) 39=-38(F)
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259987
77363
GRA5
Monopitch Girder
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:52 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-N Plu?K4?gFlnuB7V7bn5HiL_G?vEDcggWOEhN6zBOLD
1 6-0 5-0-0
1-6-0 5-0-0
Scale = 1:15.4
5-0-0
5-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.14
Vert(LL) -0.03 4-6 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.41
Vert(CT) -0.05 4-6 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00 4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Wind(LL) 0.04 4-6 >999 240
Weight: 50 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or
10-0-0 oc bracing.
REACTIONS. (size) 4=Mechanical, 2=0-8-0
Max Horz 2=164(LC 8)
Max Uplift 4=-429(LC 8), 2=-472(LC 8)
Max Grav 4=732(LC 1), 2=729(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) 2-ply truss to be connected together as follows:
Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected with 10d (0.131 "x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
This Item has been
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 4 and 472 lb uplift at
joint 2.
electronically signed and
9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-8-12
sealed by ORegan, Philip, PE
from the left end to 3-8-12 to connect truss(es) to back face of bottom chord.
using a Digital Signature.
10) Fill all nail holes where hanger is in contact with lumber.
Printed copies Of this
LOAD CASE(S) Standard
document are not considered
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
signed and sealed and the
Uniform Loads (plf)
signature must be verified
Vert: 1-3=-54, 2-4=-20
on any electronic copies.
Concentrated Loads (lb)
Vert: 7=-531(B) 8=-489(B)
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259988
77363
GRB
ROOF SPECIAL GIRDER
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:56 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-GB_Prh7WuUFDMoQGMRsl RYVbucCC9lzGQOCuWtz8OL9
44-0-0
r1-6-Oi 4-11-10 9-0-0 13-7-4 17-0-0 20-7-3 24-2-6 28-11-3 33-8-0 34r1r8 38-1-2 40-10-0 i42-8-0 46-0-0 49-0-0 60-6-0
1-6-0 4-11-10 4-0-6 4-7-4 3-4-12 3-_7 3-7-3 4-8-13 4-8-13 0-5-8 3-11-10 2-8-14 1-10-0 1-4-0 4-04-0 0
1-0-0
Scale = 1:92.8
5.00 12 5x6 =
3x5 �
3x4 11
3x5
3x4 11 Special
3x4 11 Special
3x6
6
8 5x12 =
3x5 =
3x6 = 3x10 =
Special 3x8 =
Special
3x5
4 5
9
10
4011 12 41 13 Special
14 16
3x5
3
ro 24
17 Iv
0
0 23
0
2
1
6
w
5x8 =
29 28
27
26
25 4445 46 20 19
3x4 11 21 48 49
o
18 IN
3x5 = 3x6
=
4x8
11 Special
6x8 — 4x5 =
4x5 =
33 32
31
6x8
3x6
3x4 11 3x8 —
3x6 11
3x5
=
THD26-2 Special
4x5 —
Special
Special
Special
44-0-0
4-11-10 9-0-0
13-0-0 1$-7r4
18-10-13 24-2-6
28-11-3
34r1r8 38-1-2 40-10-0
i42-8-0 4b-0-9 49-0-0
4-11-10 4-0-0-7
5-3-94-8-13
%8-0
4-8-13 0-5-8 3-11-10 2-8-14
1-10-0 1-4-0 4-0-0
1-0-0
Plate Offsets (X,Y)--
[15:0-4-8,0-2-0], [22:0-2-8,0-4-0],
[24:0-2-12,0-3-12], [30:0-2-0,0-2-4]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc) I/defl L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.49
Vert(LL)
-0.15
24 >999 360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.66
Vert(CT)
-0.27
24 >999 240
BCLL 0.0 *
Rep Stress Incr
NO
WB 0.57
Horz(CT)
0.01
20 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.20
24 >999 240
Weight: 568 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
6-31,11-25: 2x4 SP No.3, 22-24: 2x6 SP No.2 "Special" indicates special hanger(s) or other connection device(s)
WEBS 2x4 SP No.3 required at location(s)shown. The design/selection of such special
connection device(s) is the responsibility of others. This applies
REACTIONS. All bearings 0-8-0 except Qt=length) 31=0-7-4. to all applicable truss designs in this job.
(lb) - Max Horz 2=-265(LC 6)
Max Uplift All uplift 100 lb or less atjoint(s) except 2=-541(LC 25), 31=-1868(LC 8), 17=-498(LC 29),
20=-1836(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 2, 17 except 31=2812(LC 1), 20=2907(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-261/1513, 3-4=-649/1735, 4-6=-1766/3117, 6-7=-1660/3085, 7-8=-440/837,
8-9=-1161/642, 9-10=-2105/1177, 10-11=-3685/2097, 11-13=-3890/2207,
13-14=-1563/2917, 14-15=-1436/2708, 15-16=-1409/2682, 16-17=-528/1450
BOT CHORD 2-33=-1404/242, 32-33=-1404/242, 30-31=-2775/1802, 6-30=-299/261, 29-30=-1086/852,
27-29=-426/419, 26-27=-359/957, 25-26=-279/552, 23-24=-777/1452, 22-23=-777/1452,
19-20=-738/451, 17-19=-1271/569
WEBS 3-32=-466/523, 4-32=-697/929, 30-32=-1702/755, 4-30=-1487/1207, 7-30=-3071/1715,
7-29=-524/968, 8-29=-885/590, 8-27=-1017/1814, 9-27=-1159/731, 9-26=-824/1368,
10-26=-761/515, 24-26=-785/1639, 10-24=-993/1589, 13-23=-107/410, 13-22=-4575/2553,
16-22=-1539/1108, 20-22=-2892/1830, 14-22=-997/672, 13-24=-1392/2547,
16-19=-238/272, 19-22=-627/123
NOTES-
This item has been
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
electronically signed and
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
sealed by ORegan, Philip, PE
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
using a Digital Signature.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 13-23 2x4 - 1 row at 0-6-0 oc.
Printed Copies Of this
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
document
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
are not considered
3) Unbalanced roof live loads have been considered for this design.
Signed and Sealed and the
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=49ft; eave=6ft; Cat.
signature must be verified
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
on any electronic copies.
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
Philip J. O'Regan PE No.58126
6) Provide adequate drainage to prevent water ponding.
MiTek USA, Inc. FL Cart 6634
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6904 Parke East Blvd. Tampa FL 33610
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Date:
will fit between the bottom chord and any other members.
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259988
77363
GRB
ROOF SPECIAL GIRDER
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:56 2021 Page 2
ID:NRwBsubNlflvWHZitmA3hgzYRCF-GB_Prh7WuUFDMoQGMRsl RYVbucCC9lzGQOCuWtz8OL9
NOTES-
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 2, 1868 lb uplift at joint 31, 498 lb uplift at joint 17 and 1836
lb uplift at joint 20.
10) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 34-1-8 from the left end to connect truss(es) to back face of bottom chord.
11) Fill all nail holes where hanger is in contact with lumber.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 107 lb down and 101 lb up at 35-11-4, 107 lb down and 101 lb up at
37-11-4, 107 lb down and 101 lb up at 39-11-4, and 110 lb down and 118 lb up at 41-11-4, and 227 lb down and 331 lb up at 44-0-0 on top chord, and 48 lb down and
35 lb up at 35-11-4, 48 lb down and 35 lb up at 37-11-4, 48 lb down and 35 lb up at 39-11-4, and 51 lb down and 12 lb up at 41-11-4, and 105 lb down and 147 lb up at
43-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-7=-54, 7-9=-54, 9-15=-54, 15-18=-54, 31-34=-20, 25-30=-20, 22-24=-20, 21-37=-20
Concentrated Loads (lb)
Vert: 15=-131(B)13=-48(B)23=-48(B)41=-48(B)42=-48(B)43=-58(B)44=-706(B)45=-48(B)46=-48(B)47=-38(B)49=-93(B)
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259989
77363
GRB5
Monopitch Girder
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
1-6-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:57 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-kNYn2188foN4_y?Sw8NG_m21EOcVut3PffyR3Jz8OL8
2-2-0 5-0-0
2-2-0 2-10-0
0
0
0
Scale = 1:15.4
2-2-0 5-0-0
2-2-0 2-10-0
Plate Offsets (X,Y)-- [2:0-2-9,Edge], [3:0-2-8,0-1-12], [3:0-1-O,Edge], [3:0-4-0,0-1-0], [3:0-2-8,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
Vert(LL) -0.04 6 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.40
Vert(CT) -0.06 6 >900 240
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.03 5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MR
Wind(LL) 0.05 6 >999 240
Weight: 51 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x6 SP No.2 *Except* except end verticals.
3-6: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or
10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical, 2=0-8-0
Max Horz 2=164(LC 8)
Max Uplift 5=-404(LC 8), 2=-401(LC 8)
Max Grav 5=726(LC 1), 2=616(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-7=-567/239, 3-4=-309/132
BOT CHORD 3-5=-172/305, 3-6=-548/1022
NOTES-
1) 2-ply truss to be connected together as follows:
Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected with 10d (0.131 "x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.
This Item has been
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
electronically signed and
will fit between the bottom chord and any other members.
sealed by ORegan, Philip, PE
7) Refer to girder(s) for truss to truss connections.
using a Digital Signature.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 404 lb uplift at joint 5 and 401 lb uplift at
Printed cop Ies of this
joint 2.
9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 3-8-12 from the left end to connect
document are not considered
truss(es) to front face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down.
signed and sealed and the
10) Fill all nail holes where hanger is in contact with lumber.
signature must be verified
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 381 lb down and 230 lb up at
on any electronic copies.
2-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
Philip J. O'Regan PE No.58126
LOAD CASE(S) Standard
MiTek USA, Inc. FL Cart 6634
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259989
77363
GR135
Monopitch Girder
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:57 2021 Page 2
I D:NRwBsubNlflvWHZitmA3hgzYRCF-kNYn2188foN4_y?Sw8NG_m2lE0cVut3PffyR3Jz8OL8
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-3=-54, 3-4=-54, 2-6=-20, 3-5=-20
Concentrated Loads (Ib)
Vert: 6=-381(F) 9=-521(F)
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259990
77363
GRC
Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
I
3x4 =
5-0-0
5-0-0
4x8 =
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:09:59 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-gmgYTjAOBPeoDF9rl ZPk3B7AIpKjMmki7zRY7Cz8OL6
9-0-0 14-0-0 15-6-0
4-0-0 5-0-0 1-6-0
15
4x4 =
2x3 11 3x4 —
3x4 =
Scale = 1:27.7
Io.
5-0-0
9-0-0
14-0-0
5-0-0
4-0-0
5-0-0
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0]
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 0.26
Vert(LL) 0.07
7-8 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.29
Vert(CT) -0.07
7-8 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.12
Horz(CT) 0.02
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 59 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 5-7-11 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 7-2-2 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 5=0-8-0
Max Horz 2=-84(LC 23)
Max Uplift 2=-715(LC 8), 5=-715(LC 8)
Max Grav 2=871(LC 1), 5=872(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1597/1258, 3-4=-1449/1210, 4-5=-1600/1259
BOT CHORD 2-8=-1046/1433, 7-8=-1055/1447, 5-7=-1055/1435
WEBS 3-8=-126/308, 4-7=-122/309
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.
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.
This Item has been
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 2 and 715 lb uplift at
joint 5.
electronically signed and
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 308 lb up at
sealed by ORegan, Philip, PE
5-0-0, and 112 lb down and 118 lb up at 7-0-12, and 190 lb down and 308 lb up at 9-0-0 on top chord, and 108 lb down and 156 lb
using a Digital Signature.
up at 5-0-0, and 47 lb down and 17 lb up at 7-0-12, and 108 lb down and 156 lb up at 8-11-4 on bottom chord. The
Printed copies of this
p
design/selection of such connection device(s) is the responsibility of others.
document
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
are not considered
signed and sealed and the
LOAD CASE(S) Standard
signature must be verified
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
on any electronic copies.
Uniform Loads (plf)
Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20
Philip J. O'Regan PE No.58126
Concentrated Loads (lb)
MiTek USA, Inc. FL Cert 6634
Vert: 3=-135(F) 4=-135(F) 8=-89(F) 7=-89(F) 15=-58(F) 16=-38(F)
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259991
77363
GRC1
Roof Special Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:00 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-8yEwg3AOyjmfrPk1 bHwzcOgKTDbD5AOsLdA6fez8OL5
1-6-0 3-0-0 8-0-0 10 4-8 13-8-0
1-6-0 3-0-0 5-0-0 2-4-8 3-3-8
4x4 =
Special
Scale = 1:25.8
3x4 =
3-0-0 8-0-0 10-4-8
13-8-0
3-0-0 5-0-0 2-4-8
3-3-8
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0]
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 0.26
Vert(LL) -0.06 9-10 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.59
Vert(CT) -0.12 9-10 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.31
Horz(CT) 0.02 7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.09 9-10 >999 240
Weight: 79 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-2 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing.
REACTIONS. (size) 7=Mechanical, 2=0-8-0
Max Horz 2=177(LC 8)
Max Uplift 7=-369(LC 5), 2=-554(LC 8)
Max Grav 7=605(LC 1), 2=783(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1681/1043, 3-4=-1859/1089, 4-5=-743/412, 5-6=-670/401, 6-7=-564/367
BOT CHORD 2-10=-1022/1537, 9-10=-1045/1581, 8-9=-1127/1848
WEBS 3-10=-187/366, 3-9=-370/397, 4-8=-1316/814, 6-8=-481/808
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.
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.
This Item has been
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 7 and 554 lb uplift at
electronically signed and
joint2.
sealed by ORegan, Philip, PE
9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 4-11-4 from the left end to connect
using a Digital Signature.
truss(es) to back face of bottom chord.
Printed COpleS Of this
10) Fill all nail holes where hanger is in contact with lumber.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 167 lb down and 152 lb up at
document are not considered
3-0-0 on top chord, and 97 lb down and 58 lb up at 3-0-0 on bottom chord. The design/selection of such connection device(s) is
signed and sealed and the
the responsibility of others.
signature must be verified
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
On any electronic copies.
LOAD CASE(S) Standard
Philip J. O'Regan PE No.58126
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
MiTek USA, Inc. FL Cert 6634
Uniform Loads (plf)
6904 Parke East Blvd. Tampa FL 33610
Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 2-7=-20
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259991
77363
GRC1
Roof Special Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:00 2021 Page 2
ID:NRwBsubNlflvWHZitmA3hgzYRCF-8yEwg3A0yjmfrPk1 bHwzcOgKTDbD5A0sLdA6fez8OL5
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=-5(B) 10=-15(B) 15=-287(B)
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259992
77363
GRID
Hip Girder
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:02 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-5LMg5kCHUKOM4juQiizRhpldl1 DjZy9pxfCk)(z8OL3
-1-6-0, 4-7-14 8-8-0 14-2-10 19-7-8 25-0-6 30-7-0 , 34-7-2 , 39-3-0
1-6-0 4-7-14 4-0-2 5-6-10 5 4-14 5-4-14 5-6-10 4-7-14
2
�1
Scale = 1:68.1
3x4 11
6x8 = 6x8 =
3x4 = 3x6 = 3x4 =
5.00 12 4 5 23 6 7 24 8 9
3x4
EX43
HUS26
1
0
18 17
4x8 = 3x4 11 6x8 =
16 15 14 13 25 26 12 27 28
7x8 MT18HS = 4x8 = 7x8 MT18HS = 6x8 = HUS26 3x4 11 4x8 —
HUS26 HUS26 HUS26
4-7-14 8-8-0 14-2-10
19-7-8
25-0-6 30-7-0 34-7-2 39-3-0
4-7-14 4-0-2 5-6-10
5 4-14
5-4-14 5-6-10 4-0-2 4-7-14
Plate Offsets (X,Y)-- [2:0-1-5,0-0-4], [4:0-6-4,0-2-12], [9:0-6-4,0-2-12],
[11:0-1-5,0-0-4],
[13:0-3-0,0-4-8], [14:0-4-0,0-4-8], [16:0-4-0,0-4-8], [17:0-3-0,0-4-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.46
Vert(LL) -0.33 14-15 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.78
Vert(CT) -0.60 14-15 >782 240
MT18HS 244/190
BCLL 0.0 *
Rep Stress Incr NO
WB 0.66
Horz(CT) 0.13 11 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.48 14-15 >986 240
Weight: 463 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD Structural wood sheathing directly applied or 4-3-13 oc purlins.
BOT CHORD 2x6 SP 240OF 2.0E *Except*
BOT CHORD Rigid ceiling directly applied or 7-1-6 oc bracing.
14-16: 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 11=0-8-0, 2=0-8-0
Max Horz 2=152(LC 7)
Max Uplift 11=-2962(LC 8), 2=-1369(LC 8)
Max Grav 11=4875(LC 1), 2=2237(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5176/2990, 3-4=-4886/2889, 4-5=-6411/3873, 5-6=-7849/4772, 6-8=-7849/4772,
8-9=-8620/5306, 9-1 0=-9407/5830, 10-11 =- 11332/6955
BOT CHORD 2-18=-2692/4754, 17-18=-2692/4754, 16-17=-2511/4484, 15-16=-3724/6485,
14-15=-5102/8608, 13-14=-5308/8793, 12-13=-6359/10445, 11-12=-6359/10445
WEBS 3-17=-420/261, 4-17=-121/357, 4-16=-1399/2392, 5-16=-1257/834, 5-15=-1017/1701,
6-15=-279/241, 8-15=-977/1086, 8-14=-718/809, 9-14=-1389/1475, 9-13=-2168/3478,
10-13=-1973/1251, 10-12=-749/1322
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 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 17-4 2x4 - 1 row at 0-8-0 oc, member 13-9 2x4 - 1 row at 0-8-0
oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=39ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) All plates are MT20 plates unless otherwise indicated.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2962 lb uplift at joint 11 and 1369 lb
uplift at joint 2.
11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-8 oc max. starting at 30-8-4
from the left end to 37-10-4 to connect truss(es) to front face of bottom chord
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259992
77363
GRD
Hip Girder
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:02 2021 Page 2
ID:NRwBsubNlflvWHZitmA3hgzYRCF-5LMg5kCHUKOM4juQiizRhpldl1 DjZy9pxfCkXz8OL3
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: 1-4=-54, 4-9=-54, 9-11=-54, 2-11=-20
Concentrated Loads (Ib)
Vert: 13=-2284(F) 25=-295(F) 26=-585(F) 27=-481(F) 28=481(F)
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259993
77363
GRF
Common Girder
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:04 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-ljTRWQDX?xG4K11 oq7?vmEquogv21 rkRGF8JoPz8OL1
4-8-14 8-9-14 12-10-15 17-0-0 21-0-0
4-8-14 4-1-1 4-1-1 4-1-1 4-0-0
4x4 =
5.00 12
Scale: 1/4"=1'
1:3 -- 12 -- -- 1U - g
8
4x8 = 3x10 11 HUS26 6x8 = HUS26 5x6 = HUS26 7x8 =
5x12 MT18HS 11
THD26-2 HUS26 7x8 HUS26
HUS26
HUS26
4-8-14 8-9-14 12-10-15 17-0-0
21-0-0
4-8-14 4-1-1 4-1-1 4-1-1
4 2
Plate Offsets (X,Y)-- [1:0-4-0,0-1-14], [8:0-5-8,Edge], [9:0-4-0,0-4-4], [10:0-3-8,0-4-8], [12:0-3-8,0-4-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL) -0.16 12-13 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.79
Vert(CT) -0.30 12-13 >843 240
MT18HS 244/190
BCLL 0.0 *
Rep Stress Incr NO
WB 0.84
Horz(CT) 0.06 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.23 12-13 >999 240
Weight: 295 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins,
BOT CHORD 2x6 SP 240OF 2.0E *Except* except end verticals.
8-11: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-9 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 8=0-8-0
Max Horz 1=302(LC 25)
Max Uplift 1=-2629(LC 8), 8=-3092(LC 8)
Max Grav 1=4530(LC 1), 8=5093(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-11545/6727, 2-3=-8716/5111, 3-5=-5626/3341, 5-6=-2793/1714, 6-7=-2788/1712,
7-8=-4704/2880
BOT CHORD 1-13=-6439/10624, 12-13=-6439/10624, 10-12=-4864/8025, 9-10=-3131/5154
WEBS 2-13=-1200/2140, 2-12=-2873/1740, 3-12=-2015/3494, 3-10=-3838/2318,
5-1 0=-2513/4277, 5-9=-4302/2626, 6-9=-1 126/1951, 7-9=-2624/4350
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-3-0 oc, Except member 12-2 2x4 - 1 row at 0-9-0 oc, member 3-12 2x4 - 1 row at 0-9-0
oc, member 10-3 2x4 - 1 row at 0-9-0 oc, member 5-10 2x4 - 1 row at 0-9-0 oc, member 9-5 2x4 - 1 row at 0-9-0 oc, member 9-6 2x4
- 1 row at 0-9-0 oc, member 9-7 2x4 - 1 row at 0-9-0 oc.
This item has been
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.
electronically signed and
3) Unbalanced roof live loads have been considered for this design.
Sealed by ORegan, Philip, PE
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
using a Digital Signature.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
Printed copies of this
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
document are not considered
6) All plates are MT20 plates unless otherwise indicated.
Signed and Sealed and the
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
signature must be verified
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
on any electronic copies.
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2629 lb uplift at joint 1 and 3092 lb uplift
Philip J. O'Regan PE No.58126
at joint 8.
MiTek USA, Inc. FL Cert 6634
10) Use USP THD26-2 (With 18-16d nails into Girder & 12-1 Od nails into Truss) or equivalent at 5-1-8 from the left end to connect
6904 Parke East Blvd. Tampa FL 33610
truss(es) to front face of bottom chord.
Date:
11) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12
June 9,2021
from the left end to 19-0-12 to connect truss(es) to front face of bottom chord
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259993
77363
GRF
Common Girder
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:04 2021 Page 2
ID: NRwBsubNlflvW HZitmA3hgzYRCF-ljTRWQDX?xG4K11 oq7?vmEquogv21 rkRGF8JoPz8OL1
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: 1-6=-54, 6-7=-54, 1-8=-20
Concentrated Loads (lb)
Vert: 12=-875(F)10=-885(F)9=-885(F)16=-1905(F)17=-876(F)18=-885(F)19=-885(F)20=-885(F)
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259994
77363
GRG
ROOF SPECIAL GIRDER
1
Job Reference (optional)
l:namoers I russ, rort coerce, rL - 54`JSZ,
2-8-0 5-0-0 8-2-0
2-8-0 2-4-0 3-2-0
5.00 12
3x4
75�-
3
2
1
4x5 = 16
0 3x4 2x3 11
17
3x5 = 3x4 11
8.46u S May 'I z zuz 1 MI I eK maustrleS, Inc. I us Jun 8 uti:l U:U/ zuz-I rage 'I
I D:NRwBsubNlflvWHZitmA3hgzYRCF-R19Z8SGPIsefBUmNVFYcOtSSG2y7DAMuyDNzPkz80L_
11-4-0 13-8-0 15-0-0 19-9-2 24-8-0
3-2-0 2-4-0 1-4-0 4-9-2 4-10-14
Scale = 1:42.9
5x6 =
4
Special
Special
6x8 = 3x4 =
5x6 =
3x8
5 6 Special
7
Special
8
20 21
23
24
13
u>
N
0
0
15 14
0
3x10 = 3x4 = 8214 = 26 27
28
29
11
10
9
3x4 II HUS26 Special
5x10 —
Special
3x8 II
Special
Special
2-8-0 5-0-0 8-2-0 11-4-0 13-8-0 15-0-0 19-9-2 24-8-0
2-8-0 2-4-0 3-2-0 3-2-0 2-4-0 1-4-0 4-9-2 4-10-14
Plate Offsets (X,Y)-- [1:0-2-8,Edge], [2:Edge,0-0-15], [7:0-3-0,0-1-12], [13:0-5-12,0-2-8]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.54
Vert(LL)
-0.37
12
>785
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.69
12
>419
240
BCLL 0.0 *
Rep Stress Incr
NO
WB 0.91
Horz(CT)
0.24
9
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.53
12
>544
240
Weight: 291 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP 240OF 2.0E *Except* TOP CHORD
4-5: 2x6 SP No.2, 5-8: 2x4 SP M 30
BOT CHORD 2x4 SP M 30 *Except* BOT CHORD
2-17: 2x4 SP No.3, 9-12: 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
7-10,6-11: 2x4 SP M 30
REACTIONS. (size) 1=0-8-0, 9=Mechanical
Max Horz 1=113(LC 8)
Max Uplift 1=-722(LC 8), 9=-1120(LC 8)
Max Grav 1=1298(LC 1), 9=1925(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-18=-705/323, 2-3=-4419/2512, 3-4=-3454/1984, 4-5=-3559/2044, 5-6=-7456/4243,
6-7=-8577/4919, 7-8=-3784/2183, 8-9=-1874/1143
BOT CHORD 2-17=-206/367, 2-16=-2528/4356, 15-16=-2530/4358, 14-15=-4228/7418,
13-14=-5334/9300, 10-11=-556/967
WEBS 4-15=-1299/2334, 5-14=-221/388, 6-14=-2053/1270, 10-13=-1762/3028, 7-13=-2707/4767,
7-10=-1634/1071,8-10=-2346/4079,3-15=-1251/770,5-15=-4464/2555,11-13=-388/757,
6-13=-398/603
Structural wood sheathing directly applied or 5-0-15 oc purlins,
except end verticals.
Rigid ceiling directly applied or 6-10-7 oc bracing.
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259994
77363
GRG
ROOF SPECIAL GIRDER
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:07 2021 Page 2
I D:NRwBsubNlflvWHZitmA3hgzYRCF-R19Z8SGPIsefBUmNVFYcOtSSG2y7DAMuyDNzPkz8OL_
NOTES-
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 722 lb uplift at joint 1 and 1120 lb uplift at joint 9.
12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 16-4-12 from the left end to connect truss(es) to back face of bottom chord.
13) Fill all nail holes where hanger is in contact with lumber.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 118 lb up at 18-0-12, 117 lb down and 118 lb up at
20-0-12, and 117 lb down and 118 lb up at 22-0-12, and 102 lb down and 114 lb up at 24-0-12 on top chord, and 47 lb down and 17 lb up at 18-0-12, 47 lb down and 17
lb up at 20-0-12, and 47 lb down and 17 lb up at 22-0-12, and 58 lb down and 17 lb up at 24-0-12 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54, 2-4=-54, 4-5=-54, 5-8=-54, 1-17=-20, 2-13=-20, 9-12=-20
Concentrated Loads (lb)
Vert: 10=-38(B) 22=-58(B) 23=-58(B) 24=-58(B) 25=-73(B) 26=-1001(B) 27=-38(B) 28=-38(B) 29=-44(B)
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259995
77363
GRH
Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.430 s Apr 29 2021 MiTek Industries, Inc. Wed Jun 9 09:37:30 2021 Page 1
I D:NRwBsubNlflvW HZitmA3hgzYRCF-dDOETYUagMGTMO53EZ4NGxK7kXDLsI D9bO9pioz83jZ
-1-6-0 2-8-0 7-0-0 9-4-0 13-8-0 16-4-0
1-6-0 2-8-0 4-4-0 2-4-0 4-4-0 2-8-0
i
3x5 =
2x3 II
5x8 =
22
5x6 =
23 5
Scale = 1:28.0
7
M
4-1 2-4-10 -8- 7-0-0 9-4-0
13-8-0
1 -11 6 16-4-0
4-1 2-0-0 3- 4-4-0 2-4-0
4-4-0
3- 2-4-10
Plate Offsets (X,Y)-- [1:0-0-15,0-0-0], [4:0-5-12,0-2-8], [5:0-3-0,0-2-4], [6:0-3-13,0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL) -0.22
8-21 >860
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.73
Vert(CT) -0.44
8-21 >430
240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.13
Horz(CT) 0.29
7 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.35
8-21 >549
240
Weight: 71 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP 240OF 2.0E *Except*
TOP CHORD
Structural wood sheathing directly applied or 4-9-13 oc purlins.
4-5,7-12: 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 6-7-6 oc bracing.
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=862/0-8-0, 7=850/Mechanical
Max Horz 1=-91(LC 6)
Max Uplift 1=-516(LC 8), 7=-508(LC 8)
Max Grav 1=91 O(LC 29), 7=897(LC 30)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-445/264, 2-3=-338/217, 3-4=-2311/1297, 4-22=-2250/1317, 22-23=-2250/1317,
5-23=-2250/1317, 5-6=-2338/1311, 6-7=-339/209
BOT CHORD 3-9=-1122/2236, 8-9=-1131/2261, 6-8=-1144/2223
WEBS 4-9=-124/358, 5-8=-123/370, 2-11=-126/272
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.
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
This item has been
will fit between the bottom chord and any other members.
electronically Signed and
7) Refer to girder(s) for truss to truss connections.
Sealed by ORegan, Philip, PE
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 516 lb uplift at joint 1 and 508 lb uplift at
a Digital Signature.
using g g
joint 7.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 326 lb down and 242 lb up at
Printed copies of this
7-0-0, and 326 lb down and 242 lb up at 9-4-0 on top chord, and 228 lb down and 107 lb up at 7-0-0, and 228 lb down and 107 lb up
document are not considered
at 9-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
Signed and Sealed and the
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Signature must be verified
LOAD CASE(S) Standard
on any electronic copies.
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: 1-4=-54, 4-5=-54, 5-6=-54, 6-7=-76, 10-13=-20, 16-19=-20
6904 Parke East Blvd. Tampa FL 33610
Concentrated Loads (lb)
Date:
Vert: 4=-118(B) 5=-118(B) 9=-145(B) 8=-145(B)
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259996
77363
GRK
Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
I
3x4 =
5-0-0
5-0-0
4x8 =
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:09 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-NhHKZ8Hgq UuNQowmdgb4TIYtYrk3hHCAQXs4Tdz8OKy
9-0-0 14-0-0 15-6-0
4-0-0 5-0-0 1-6-0
15
4x4 =
2x3 11 3x4 —
3x4 =
Scale = 1:27.7
Io.
5-0-0
9-0-0
14-0-0
5-0-0
4-0-0
5-0-0
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0]
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 0.24
Vert(LL) 0.06
7-8 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.29
Vert(CT) -0.07
7-8 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.12
Horz(CT) 0.02
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 59 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 5-7-12 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 7-6-2 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 5=0-3-0
Max Horz 2=-84(LC 23)
Max Uplift 2=-675(LC 8), 5=-646(LC 8)
Max Grav 2=871(LC 1), 5=871(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1598/1157, 3-4=-1448/1046, 4-5=-1598/1084
BOT CHORD 2-8=-955/1434, 7-8=-963/1448, 5-7=-893/1434
WEBS 3-8=-126/309, 4-7=-72/309
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.
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.
This Item has been
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 675 lb uplift at joint 2 and 646 lb uplift at
joint 5.
electronically signed and
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 308 lb up at
sealed by ORegan, Philip, PE
5-0-0, and 112 lb down and 118 lb up at 7-0-0, and 258 lb down and 290 lb up at 9-0-0 on top chord, and 108 lb down and 156 lb
using a Digital Signature.
up at 5-0-0, and 47 lb down and 17 lb up at 7-0-0, and 133 lb down and 64 lb up at 8-11-4 on bottom chord. The design/selection
Printed copies of this
of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
document are not considered
signed and sealed and the
LOAD CASE(S) Standard
signature must be verified
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
on any electronic copies.
Uniform Loads (plf)
Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20
Philip J. O'Regan PE No.58126
Concentrated Loads (lb)
MiTek USA, Inc. FL Cert 6634
Vert: 3=-135(F) 4=-135(F) 8=-89(F) 7=-89(F) 15=-58(F) 16=-38(F)
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259997
77363
GRK1
Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
I
3x4 =
5-0-0
5-0-0
4x8 =
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:11 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-K304_pJwM585g648k5dYYjdDjfQX9BiTtrLBXVz8OKw
9-0-0 14-0-0 15-6-0
4-0-0 5-0-0 1-6-0
15
4x4 =
2x3 11 3x4 —
3x4 =
Scale = 1:27.7
Io.
5-0-0
9-0-0
14-0-0
5-0-0
4-0-0
5-0-0
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0]
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 0.26
Vert(LL) 0.07
7-8 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.29
Vert(CT) -0.07
7-8 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.12
Horz(CT) 0.02
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 59 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 5-7-11 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 7-2-1 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 5=0-8-0
Max Horz 2=-84(LC 23)
Max Uplift 2=-715(LC 8), 5=-715(LC 8)
Max Grav 2=871(LC 1), 5=871(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1598/1258, 3-4=-1448/1210, 4-5=-1598/1258
BOT CHORD 2-8=-1048/1434, 7-8=-1057/1448, 5-7=-1053/1434
WEBS 3-8=-126/309, 4-7=-123/309
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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.
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.
This Item has been
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 2 and 715 lb uplift at
joint 5.
electronically signed and
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 308 lb up at
sealed by ORegan, Philip, PE
5-0-0, and 112 lb down and 118 lb up at 7-0-0, and 190 lb down and 308 lb up at 9-0-0 on top chord, and 108 lb down and 156 lb
using a Digital Signature.
up at 5-0-0, and 47 lb down and 17 lb up at 7-0-0, and 108 lb down and 156 lb up at 8-11-4 on bottom chord. The design/selection
Printed copies of this
of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
document are not considered
signed and sealed and the
LOAD CASE(S) Standard
signature must be verified
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
on any electronic copies.
Uniform Loads (plf)
Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20
Philip J. O'Regan PE No.58126
Concentrated Loads (lb)
MiTek USA, Inc. FL Cert 6634
Vert: 3=-135(B) 4=-135(B) 8=-89(B) 7=-89(B) 15=-58(B) 16=-38(B)
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259998
77363
GRL
Flat Girder
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
5-1-14 10-1-15
5-1-14 5-0-2
5x6 =
3x5 =
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:13 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-GSWgPVKAuiPpvPDXsWfOd8iUmTOnd??mL9gIcOz8OKu
15-2-1 20-2-2 25-4-0
5-0-2 5-0-2 5-1-14
3x4 = 4x6 = 3x4 11
15 16 2 17 18 19 3 20 4 21 5 22 23 24 25
Scale = 1:43.1
3x5 = 5x6 =
6 26 27 7
14 is iZ -iu n 8
3x6 11 5x6 = 3x5 = 5x6 = 4x8 = 5x6 = 3x6 11
5-1-14 10-1-15 15-2-1 213 2-2
25-4-0
5-1-14 5-0-2 5-0-2 5-0-2
5-1-14
Plate Offsets (X,Y)-- [8:Edge,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.54
Vert(LL) -0.13 10-12 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.69
Vert(CT) -0.24 10-12 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.45
Horz(CT) 0.05 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.19 10-12 >999 240
Weight: 376 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc puffins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing.
1-13,2-12,3-10,6-10,7-9: 2x4 SP M 30
REACTIONS. (size) 14=0-8-0, 8=0-8-0
Max Uplift 14=-2807(LC 4), 8=-2517(LC 5)
Max Grav 14=4208(LC 1), 8=4194(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-4133/2795, 1-2=-5103/3156, 2-3=-7448/4382, 3-5=-7229/4198, 5-6=-7229/4198,
6-7=-4986/2961, 7-8=-4116/2506
BOT CHORD 12-13=-3156/5103, 10-12=-4382/7448, 9-10=-2961/4986
WEBS 1-13=-3831/6204, 2-13=-3505/2272, 2-12=-1514/2873, 3-12=-1558/900, 3-10=-269/252,
5-10=-1336/777,6-10=-1524/2747,6-9=-3405/2124,7-9=-3578/6027
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=25ft; eave=4ft; Cat.
This item has been
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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
electronically signed and
to the use of this truss component.
sealed by ORegan, Philip, PE
5) Provide adequate drainage to prevent water ponding.
using a Digital Signature.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
Printed COpleS Of this
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.
document are not considered
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2807 lb uplift at joint 14 and 2517 lb
signed and sealed and the
uplift at joint 8.
signature must be verified
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 349 lb up at
on any electronic copies.
0-1-12, 157 lb down and 236 lb up at 1-1-13, 156 lb down and 208 lb up at 3-1-13, 817 lb down and 661 lb up at 5-0-12, 545 lb
down and 414 lb up at 7-0-12, 545 lb down and 414 lb up at 7-11-4, 460 lb down and 293 lb up at 9-11-4, 460 lb down and 293 lb
Philip J. O'Regan PE No.58126
up at 11-11-4, 460 lb down and 293 lb up at 13-11-4, 460 lb down and 293 lb up at 15-11-4, 545 lb down and 414 lb up at 17-11-4,
MiTek USA, Inc. FL Cert 6634
545 lb down and 414 lb up at 19-11-4, and 545 lb down and 414 lb up at 21-11-4, and 545 lb down and 414 lb up at 23-11-4 on top
6904 Parke East Blvd. Tampa FL 33610
chord. The design/selection of such connection device(s) is the responsibility of others.
Date:
June 9,2021
LOAD CASE(S) Standard
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259998
77363
GRL
Flat Girder
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:13 2021 Page 2
ID: NRwBsubNlflvW HZitmA3hgzYRCF-GSWgPVKAuiPpvPDXsWfOd8iUmTOnd??mL9gIcOz8OKu
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-7=-54, 8-14=-20
Concentrated Loads (lb)
Vert: 1=-309 2=-817 3=460(13)6=-545(B)15=-157 16=-156 17=-545(B) 18=-545(B) 20=-460(B) 21 =-460(B) 22=-460(B) 25=-545(B) 26=-545(B) 27=-545(B)
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259999
77363
GRW
Half Hip Girder
1
1
Job Reference (optional)
L:namoers I russ, rort rlerce, rL - 64`JSZ,
1-6-0 3-9-14 7-0-0
1-6-0 3-9-14 3-2-2
5x8 MT18HS =
d.48U s May '1 z zuz 1 MI 1 eK maustrleS, Inc. 1 ue Jun 8 mr t u:-14 zuz-I rage '1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-ke4DdrLofOXfXZojPDAFALFbjsKYMMGwZpZr8gz8OKt
11-9-12 16-5-12 21-1-12 25-9-12 , 30-7-8
4-9-12 4-8-0 4-8-0 4-8-0 4-9-12
3x4 = 3x4 = 5x6 WB = 2x3 11
5.00 12 4 22 23 5 24 25 2627 6 28 7 8 29 30
Scale = 1:54.1
3x10 = 4x10 =
31 9 32 33 10
to " 34 35 .. 36 1537 �w 38 39 " 40 41 " 42 43 11
3x10 — 2x3 11 3x4 = 4x5 — 5x12 MT18HS — 6x8 = 5x8 = 3x6 11
3x4
3-9-14
7-0-0
11-9-12
16-5-12
21-1-12
25-9-12
30-7-8
3-9-14
3-2-2
4-9-12
4-8-0
4-8-0
4-8-0
4-9-12
Plate Offsets (X,Y)-- [2:0-10-4,0-0-14], [4:0-5-12,0-2-8],
[7:0-3-0,Edge], [9:0-3-8,0-1-8], [12:0-3-8,0-2-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.78
Vert(LL)
-0.38 14-16
>965
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.72
Vert(CT)
-0.71 14-16
>513
240
MT18HS
244/190
BCLL 0.0 *
Rep Stress Incr NO
WB 0.83
Horz(CT)
0.16 11
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL)
0.59 14-16
>621
240
Weight: 165 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc
purlins
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3 *Except* BOT CHORD
4-16,5-14,6-13,9-13,10-12: 2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 11=Mechanical, 2=0-8-0
Max Horz 2=214(LC 25)
Max Uplift 11=-1538(LC 8), 2=-1518(LC 8)
Max Grav 11=2441(LC 1), 2=2318(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5238/3264, 3-4=-5106/3266, 4-5=-6229/3990, 5-6=-6457/4107, 6-8=-5511/3491,
8-9=-5511/3491, 9-10=-3410/2155, 10-11=-2338/1531
BOT CHORD 2-18=-3109/4793, 17-18=-3109/4793, 16-17=-3067/4726, 14-16=-3990/6229,
13-14=-4107/6457, 12-13=-2155/3410
WEBS 3-17=-367/295, 4-17=-270/622, 4-16=-1084/1807, 5-16=-706/575, 5-14=-186/307,
6-14=0/276, 6-13=-1121/729, 8-13=-494/456, 9-13=-1582/2488, 9-12=-1878/1355,
10-12=-2517/3983
except end verticals.
Rigid ceiling directly applied or 3-10-4 oc bracing.
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=3.Opsf; h=17ft; B=45ft; L=31ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
This item has been
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.
electronically signed and
4) Provide adequate drainage to prevent water ponding.
sealed by ORegan, Philip, PE
5) All plates are MT20 plates unless otherwise indicated.
using a Digital Signature.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
Printed COpleS Of this
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
document
will fit between the bottom chord and any other members.
are not Considered
8) Refer to girder(s) for truss to truss connections.
signed and sealed and the
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1538 lb uplift at joint 11 and 1518 lb
signature must be verified
uplift at joint 2.
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24259999
77363
GRW
Half Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:15 2021 Page 2
ID: NRwBsubNlflvW HZitmA3hgzYRCF-CrebgBMRQKfW8jNwzwiUjZomTGgn5pW3oTJOgGz8OKs
NOTES-
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 205 lb down and 327 lb up at 7-0-0, 137 lb down and 169 lb up at
9-0-12, 137 lb down and 169 lb up at 11-0-12, 137 lb down and 169 lb up at 13-0-12, 137 lb down and 169 lb up at 15-0-12, 137 lb down and 169 lb up at 17-0-12, 137
lb down and 169 lb up at 19-0-12, 137 lb down and 169 lb up at 21-0-12, 139 lb down and 169 lb up at 23-0-12, 139 lb down and 169 lb up at 25-0-12, and 139 lb down
and 169 lb up at 27-0-12, and 139 lb down and 169 lb up at 29-0-12 on top chord, and 351 lb down and 257 lb up at 7-0-0, 85 lb down and 27 lb up at 9-0-12, 85 lb
down and 27 lb up at 11-0-12, 85 lb down and 27 lb up at 13-0-12, 85 lb down and 27 lb up at 15-0-12, 85 lb down and 27 lb up at 17-0-12, 85 lb down and 27 lb up at
19-0-12, 85 lb down and 27 lb up at 21-0-12, 85 lb down and 27 lb up at 23-0-12, 85 lb down and 27 lb up at 25-0-12, and 85 lb down and 27 lb up at 27-0-12, and 85 lb
down and 27 lb up at 29-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-10=-54, 11-19=-20
Concentrated Loads (lb)
Vert: 4=-158(F) 7=-109(F) 17=-351(F) 8=-109(F) 13=-65(F) 22=-109(F) 23=-109(F) 24=-109(F) 26=-109(F) 28=-109(F) 30=-109(F) 31=-109(F) 32=-109(F)
33=-109(F) 34=-65(F) 35=-65(F) 36=-65(F) 37=-65(F) 38=-65(F) 39=-65(F) 40=-65(F) 41=-65(F) 42=-65(F) 43=-65(F)
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260000
77363
GRY
Half Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:15 2021 Page 1
ID: NRwBsubN IflvW HZitmA3hgzYRCF-CrebgBMRQKtW8jNwzwiUjZow7Gk65o?3oTJOgGz8OKs
4-6-14 7-0-0 8-6-0 8T810
4-6-14 2-5-2 1-6-0 0-2-0
Scale = 1:25.4
3x4
4
3x4 = 3x4 11 7x8 = 6x8 =
HUS26
4-6-14
7-0-0 8-8-0
4-6-14
2-5-2 1-88 0
Plate Offsets (X,Y)-- [1:0-2-5,Edge], [5:Edge,0-4-8], [6:0-3-8,0-4-12]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.17
Vert(LL)
0.04
7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.50
Vert(CT) -0.05
7 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.93
Horz(CT)
0.01
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 53 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 5-8-2 oc purlins,
BOT CHORD 2x6 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 7-4-5 oc bracing.
REACTIONS. (size) 1=0-8-0, 5=Mechanical
Max Horz 1=195(LC 8)
Max Uplift 1=-408(LC 8), 5=-1483(LC 8)
Max Grav 1=747(LC 1), 5=2304(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1612/895, 2-3=-1221/706
BOT CHORD 1-7=-954/1464, 6-7=-954/1464, 5-6=-706/1099
WEBS 2-7=-103/263, 3-6=-1528/2439, 2-6=-460/312, 3-5=-2344/1507
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); 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 408 lb uplift at joint 1 and 1483 lb uplift
This item has been
at joint 5.
7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 7-0-12 from the left end to connect
electronically signed and
truss(es) to back face of bottom Chord.
sealed by ORegan, Philip, PE
8) Fill all nail holes where hanger is in contact with lumber.
using a Digital Signature.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Printed copies Of this
LOAD CASE(S) Standard
document are not considered
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
signed and sealed and the
Uniform Loads (plf)
signature must be verified
Vert: 1-4=-54, 1-5=-20
on any electronic copies.
Concentrated Loads (lb)
Vert: 6=-2421(B)
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260001
77363
H
Roof Special
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:17 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-8DmLFtOhyxvEOl Xl5Lkyo_t6?4MDZsrM FnoVl9z8OKq
1-6-0 2-8-0 5-0-0 8-2-0 11-4-0 13-8-0 16-4-0
1-6-0 2-8-0 2-4-0 3-2-0 3-2-0 2-4-0 2-8-0
4x4 =
2x3 11 2x3 11
3x5 —
Scale = 1:29.1
3x5
2x3
1-11-6 2-8-0 5-0-0 8-2-0
11-4-0 13-8-0 14 4-10
16-4-0
1-11-6 0-8-10 2 4-0 3-2-0
3-2-0 2-4-0 0-8-10
1-11-6
Plate Offsets (X,Y)-- [2:0-2-8,Edge], [3:0-0-8,Edge], [3:0-0-1,0-1-8], [7:0-0-8,Edge], [7:0-0-1,0-1-8],
[8:0-2-8,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.78
Vert(LL) -0.28
10 >700 360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.72
Vert(CT) -0.54
10 >365 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.27
Horz(CT) 0.36
8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.39
10 >499 240
Weight: 74 Ib
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 *Except*
TOP CHORD
Structural wood sheathing directly applied or 4-9-8
oc purlins.
8-16: 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 5-9-8 oc bracing.
BOT CHORD 2x4 SP M 30 *Except*
JOINTS
1 Brace at Jt(s): 11
3-7: 2x4 SP M 31
WEBS 2x4 SP No.3
REACTIONS. (size) 8=Mechanical, 2=0-8-0
Max Horz 2=124(LC 11)
Max Uplift 8=-321(LC 12), 2=-447(LC 12)
Max Grav 8=616(LC 1), 2=704(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-21=-314/303, 3-4=-1909/1662, 4-5=-1069/977, 5-6=-1069/990, 6-7=-1933/1670,
7-8=-321 /313
BOT CHORD 3-13=-1495/1801, 12-13=-1495/1801, 11-12=-1479/1827, 7-11=-1479/1827
WEBS 5-12=-570/689, 4-12=-925/881, 4-13=-181/321, 6-12=-953/899, 6-11 =-1 99/324,
3-15=-223/316, 7-9=-262/344
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 8-2-0, Exterior(2R) 8-2-0
to 11-4-0, Interior(1) 11-4-0 to 16-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
This item has been
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.
electronically signed and
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Sealed by ORegan, Philip, PE
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
using a Digital Signature.
will fit between the bottom chord and any other members.
Printed COpleS Of this
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 8 and 447 lb uplift at
document are not considered
joint2.
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260002
77363
J1
Jack -Open
19
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:19 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-5ct6gYPxTY9ydKhhCmmQtOyW DtChl gWfl5Hcp2z8OKo
-1-6-0 1-0-0
1-6-0 1-0-0
Scale = 1:7.1
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 0.48
Vert(LL)
0.00
5
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.08
Vert(CT)
0.00
5
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Wind(LL)
-0.00
5
>999
240
Weight: 6 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=75(LC 12)
Max Uplift 3=-6(LC 1), 2=-230(LC 12), 4=-19(LC 1)
Max Grav 3=25(LC 12), 2=179(LC 1), 4=50(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 1-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; porch 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 6 lb uplift at joint 3, 230 lb uplift at joint 2
and 19 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260003
77363
AA
Jack -Open
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:20 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-ZoRUtuQZEsHpFUGtmUHfQcVhzHYwmHmoy109MUz8OKn
-1-6-0 1-0-0
1-6-0 1-0-0
Scale = 1:7.1
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 0.48
Vert(LL)
0.00
5
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.08
Vert(CT)
0.00
5
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Wind(LL)
-0.00
5
>999
240
Weight: 6 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical
Max Horz 2=75(LC 12)
Max Uplift 3=-6(LC 1), 2=-229(LC 12), 4=-19(LC 1)
Max Grav 3=25(LC 12), 2=179(LC 1), 4=50(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 1-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 6 lb uplift at joint 3, 229 lb uplift at joint 2
and 19 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260004
77363
J3
Jack -Open
20
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:21 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-1 _?s5ERB?APgser3KBpuypl sjhptVk?yAOmjuwz8OKm
-1-6-0 3-0-0
Scale = 1:11.3
3-0-0
3-0-0
Plate Offsets (X,Y)-- [2:0-0-10,Edge)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.48
Vert(LL)
0.02
4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.35
Vert(CT)
-0.01
4-7 >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 -MP
Weight: 12 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=120(LC 12)
Max Uplift 3=-59(LC 12), 2=-251(LC 12), 4=-47(LC 9)
Max Grav 3=59(LC 1), 2=210(LC 1), 4=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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-11-4 zone; porch 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 59 lb uplift at joint 3, 251 lb uplift at joint
2 and 47 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260005
77363
J3A
Jack -Open
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:21 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-1_?s5ERB?APgser3KBpuyp 1 sjhrBVk?yAOmjuwz8OKm
-1-6-0 3-0-0
Scale = 1:11.3
3-0-0
3-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.48
Vert(LL)
-0.00
4-7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.20
Vert(CT)
-0.01
4-7 >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 -MP
Wind(LL)
-0.01
4-7 >999 240
Weight: 12 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical
Max Horz 2=120(LC 12)
Max Uplift 3=-48(LC 12), 2=-193(LC 12)
Max Grav 3=61(LC 17), 2=21 O(LC 1), 4=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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-11-4 zone;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 48 lb uplift at joint 3 and 193 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260006
77363
J5
Jack -Open
18
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
1-6-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:22 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-VBZElaRgmTXXUoPGtuK7V 1 axL53U EBF5P2VGQMz8OKl
5-0-0
Scale = 1:15.4
5-0-0
5-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.87
Vert(LL) -0.02
4-7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.71
Vert(CT) -0.06
4-7 >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 -MP
Wind(LL) 0.07
4-7 >873 240
Weight: 18 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=166(LC 12)
Max Uplift 3=-102(LC 12), 2=-210(LC 12), 4=-2(LC 12)
Max Grav 3=114(LC 17), 2=276(LC 1), 4=87(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone;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 102 lb uplift at joint 3, 210 lb uplift at
joint 2 and 2 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260007
77363
J5B
Jack -Open
2
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
1-6-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:23 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-zN7cVwSSXnfO6y_SRcrM1 E7CmVTIzeVEeiFgypz8OKk
4-8-0 , 5-0-0 ,
Scale = 1:15.4
4-8-0
4-8-0
1 5-04-0 '
0--0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
Vert(LL) -0.01
7-10 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.45
Vert(CT) -0.02
7-10 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MR
Wind(LL) 0.02
7-10 >999 240
Weight: 21 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=166(LC 12)
Max Uplift 4=-24(LC 17), 2=-210(LC 12), 5=-136(LC 12)
Max Grav 4=32(LC 12), 2=276(LC 1), 5=197(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 3-6=-206/382
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone;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 24 lb uplift at joint 4, 210 lb uplift at joint
2 and 136 lb uplift at joint 5.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260008
77363
J5C
Jack -Open
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
1-6-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:24 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-RZh?jGT415nFj5Ze?JMbaSfGEulii51OsM_NVFz8OKj
2-8-0 5-0-0
Scale = 1:15.4
2-8-0
5-0-0
2-8-0
24-0
Plate Offsets (X,Y)-- [3:0-24,0-2-3]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.91
Vert(LL) -0.04
6
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.73
Vert(CT) -0.08
6
>742
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 -MR
Wind(LL) 0.12
6
>514
240
Weight: 19 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly
applied or 6-0-0 oc bracing.
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=166(LC 12)
Max Uplift 4=-80(LC 12), 2=-210(LC 12), 5=-24(LC 12)
Max Grav 4=101(LC 17), 2=277(LC 1), 5=80(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone;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 80 lb uplift at joint 4, 210 lb uplift at joint
2 and 24 lb uplift at joint 5.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260009
77363
J5D
Jack -Open
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:25 2021 Page 1
ID: NRwBsubN IflvW HZitmA3hgzYRCF-vmFNwcUi3Ov6LF8rZ1 tg7fCajl6LRX?X50kw1 hz80Ki
2-8-0 5-0-0
Scale = 1:14.9
3x4 =
2-8-0
5-0-0
2-8-0
2-4-0
Plate Offsets (X,Y)--
[2:0-2-8,0-2-3]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
-0.04
5
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.70
Vert(CT)
-0.08
5
>763
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.05
4
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MR
Wind(LL)
0.11
5
>541
240
Weight: 17 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 1=0-8-0, 3=Mechanical, 4=Mechanical
Max Horz 1=113(LC 12)
Max Uplift 1=-76(LC 12), 3=-95(LC 12), 4=-29(LC 12)
Max Grav 1=184(LC 1), 3=114(LC 17), 4=76(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 5-0-0 oc purlins.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-11-4 zone;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 76 lb uplift at joint 1, 95 lb uplift at joint 3
and 29 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260010
77363
J5P
JACK -OPEN
2
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
1-6-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:28 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-KLwVZd WaMJ HggtPE9RXklg5TW Bceukzn_zaeOz8OKf
5-0-0
Scale = 1:15.4
5-0-0
5-0-0
Plate Offsets (X,Y)-- [2:0-1-2,Edge], [2:0-0-4,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL) 0.13 4-7 >441 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.41
Vert(CT) -0.04 4-7 >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 -MP
Weight: 19 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left: 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=166(LC 12)
Max Uplift 3=-116(LC 12), 2=-308(LC 12), 4=-87(LC 12)
Max Grav 3=108(LC 1), 2=276(LC 1), 4=84(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-4-3, Interior(1) 1-4-3 to 4-11-4 zone; porch 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 116 lb uplift at joint 3, 308 lb uplift at
joint 2 and 87 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260011
77363
J7
Jack -Open
12
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
ax4 —
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:30 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-Gj2GzJYruxYOR01 oLaT?gjvO5Jt26oEGFIShivz8OKd
7-0-0
7-0-0
Scale = 1:19.9
7-0-0
7-0-0
Plate Offsets (X,Y)--
[2:0-1-6,Edge]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.56
Vert(LL)
-0.08
4-7
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.41
Vert(CT)
-0.17
4-7
>478
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 -MP
Wind(LL)
0.17
4-7
>479
240
Weight: 24 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=212(LC 12)
Max Uplift 3=-154(LC 12), 2=-235(LC 12), 4=-7(LC 12)
Max Grav 3=165(LC 17), 2=346(LC 1), 4=125(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 6-11-4 zone;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 154 lb uplift at joint 3, 235 lb uplift at
joint 2 and 7 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260012
77363
JB3
Jack -Open
2
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:31 2021 Page 1
I D:NRwBsubNlflvW HZitmA3hgzYRCF-kwceBfYTfEgF3Ab_vH_EMwSaBjGDrFUQUyBFELz80Kc
-1-6-0 3-0-0
Scale = 1:11.3
2-7-10
2-7-4
3-0-0
0-4-6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.48
Vert(LL) -0.00
8 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.22
Vert(CT) -0.00
8 >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 -MP
Wind(LL) -0.00
8 >999 240
Weight: 12 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings Mechanical except Qt=length) 2=0-5-13, 5=0-2-3.
(lb) - Max Horz 2=120(LC 12)
Max Uplift All uplift 100 lb or less atjoint(s) 3, 4, 5 except 2=-195(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 3, 2, 4, 5
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 2-11-4 zone;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 at joint(s) 5.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4, 5 except
Qt=lb) 2=195.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260013
77363
JC5
Jack -Open
3
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
1-6-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:33 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-glkOcLajAswzlUIN1 iOiRLXgoXo1J9JxGgLJEz8OKa
2-2-0 5-0-0
2-2-0 2-10-0
0
0
0
Scale = 1:15.4
2-2-0
5-0-0
2-2-0
2-10-0
Plate Offsets (X,Y)--
[3:0-4-0,0-1-15]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.86
Vert(LL)
-0.04
3
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC
0.78
Vert(CT)
-0.07
3-5
>849
240
BCLL 0.0 *
Rep Stress Incr
YES
WB
0.00
Horz(CT)
-0.05
5
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MR
Wind(LL)
0.10
3-5
>588
240
Weight: 19 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=166(LC 12)
Max Uplift 4=-85(LC 12), 2=-210(LC 12), 5=-19(LC 12)
Max Grav 4=104(LC 17), 2=276(LC 1), 5=81(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 4-5-10 oc purlins.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 4-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb)
2=210.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260014
77363
JC7
Jack -Open
2
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-1-6-0
1-6-0
3x4 —
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:34 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-9VHnphbLx92gweKZaQXx_Z46WwFX2ccsAwQvrgz8OKZ
4-8-0 7-0-0
Plate Offsets (X,Y)--
[3:0-3-11,0-0-12]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defi
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.35
Vert(LL)
-0.09
6-13
>949
360
TCDL 7.0
Lumber DOL
1.25
BC 0.38
Vert(CT)
-0.20
6-13
>426
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.04
Horz(CT)
0.07
5
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Wind(LL)
0.20
6-13
>413
240
PLATES
MT20
GRIP
244/190
Scale = 1:19.4
Weight: 29 Ib FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=212(LC 12)
Max Uplift 4=-125(LC 12), 2=-227(LC 12), 5=-29(LC 12)
Max Grav 4=153(LC 17), 2=374(LC 1), 5=154(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb)
4=125, 2=227.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260015
77363
Jul
JACK -OPEN
4
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982, 8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:35 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-dhr9l l bziTAhYovm873AXmdFBKbzn3T?Oa9SN6z8OKY
-1-6-0 1-0-0
1-6-0 1-0-0
ED BY OTHERS,
JPLIFT
SPECIFIED BELOW.
Scale = 1:7.1
Plate Offsets (X,Y)-- [2:0-0-2,0-0-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.48
Vert(LL) -0.00 7 n/r 120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.36
Vert(CT) -0.00 7 n/r 120
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 -MP
Weight: 6 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 4=Mechanical
Max Horz 3=-553(LC 12), 4=629(LC 12)
Max Uplift 3=-193(LC 12)
Max Grav 3=154(LC1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1210/426
BOT CHORD 2-4=-421/1261
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left exposed ;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
3=193.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
FOLEY
T24260016
77363
K
Common
6
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
1-6-0 7-0-0
1-6-0 7-0-0
i
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:36 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-5tPXEMeeTnIY9xUyiraP3_9STkyLW Vg9dEvOwZz8OKX
14-0-0 15-6-0
7-0-0
46 =
3x4 — 2x3 11
3x4 =
Scale = 1:27.3
Io
7-0-0 14-0-0
7-0-0 7-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL) -0.06 6-9 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.29
Vert(CT) -0.12 6-9 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.12
Horz(CT) 0.01 4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.09 6-12 >999 240
Weight: 52 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-5-11 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 4=0-3-0
Max Horz 2=-11O(LC 10)
Max Uplift 2=-398(LC 12), 4=-398(LC 12)
Max Grav 2=599(LC 1), 4=599(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-816/767, 3-4=-816/767
BOT CHORD 2-6=-499/696, 4-6=-499/696
WEBS 3-6=-60/320
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-0-0, Exterior(2R) 7-0-0
to 10-0-0, Interior(1) 10-0-0 to 15-6-0 zone;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) 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.
This Item has been
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=398, 4=398.
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
FOLEY
T24260017
77363
K1
Common
4
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
i 1-6-0i
7-0-0
1-6-0 7-0-0
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:36 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-5tPXEMccTn IY9xUyiraP3_9RDkxsW Vp9dEvOwZz8OKX
14-0-0
4x6 =
4x4 = —
Scale = 1:24.8
4x4 =
Io
7-0-0 14-0-0
7-0-0 7-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.40
Vert(LL) -0.07 5-8 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.32
Vert(CT) -0.13 5-8 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.12
Horz(CT) 0.01 4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.10 5-8 >999 240
Weight: 50 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=0-3-0, 2=0-8-0
Max Horz 2=109(LC 11)
Max Uplift 4=-277(LC 12), 2=-405(LC 12)
Max Grav 4=514(LC 1), 2=603(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-831/792, 3-4=-829/811
BOT CHORD 2-5=-605/710, 4-5=-605/710
WEBS 3-5=-81/322
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-0-0, Exterior(2R) 7-0-0
to 10-0-0, Interior(1) 10-0-0 to 14-0-0 zone;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) 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.
This Item has been
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
4=277, 2=405.
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260018
77363
K2
Common
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
1-6-0 7-0-0
1-6-0 7-0-0
i
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:37 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-Z3zvRidEE4QPn538GY5ecBidC8laFy4lsueZS?z8OKW
14-0-0 15-6-0
7-0-0
46 =
3x4 — 2x3 11
3x4 =
Scale = 1:27.3
Io
7-0-0 14-0-0
7-0-0 7-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL) -0.06 6-9 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.29
Vert(CT) -0.12 6-9 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.12
Horz(CT) 0.01 4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Wind(LL) 0.09 6-12 >999 240
Weight: 52 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-5-11 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 4=0-8-0
Max Horz 2=-11O(LC 10)
Max Uplift 2=-398(LC 12), 4=-398(LC 12)
Max Grav 2=599(LC 1), 4=599(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-816/767, 3-4=-816/767
BOT CHORD 2-6=-499/696, 4-6=-499/696
WEBS 3-6=-60/320
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=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-0-0, Exterior(2R) 7-0-0
to 10-0-0, Interior(1) 10-0-0 to 15-6-0 zone;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) 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.
This Item has been
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=398, 4=398.
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260019
77363
KJ3
Diagonal Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-2-1-7
2-1-7
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:38 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-1 GXHf2es?OYGPFeKpGct8PFquYgm_QDS5Y06_Rz8OKV
2-4-10 4-2-3
Scale: 1 "=1'
4-2-3
4-2-3
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.19
Vert(LL) -0.04
4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.16
Vert(CT) -0.04
4-7 >999 180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00
2 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 16 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 4-2-3 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical
Max Horz 2=119(LC 24)
Max Uplift 3=-61(LC 8), 2=-284(LC 8)
Max Grav 3=74(LC 1), 2=260(LC 1), 4=69(LC 23)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb)
2=284.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 66 lb up at
1-6-1, and 111 lb down and 66 lb up at 1-6-1 on top chord, and 48 lb down and 48 lb up at 1-6-1, and 48 lb down and 48 lb up at
1-6-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
This Item has been
LOAD CASE(S) Standard
electronically signed and
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
sealed by ORegan, Philip, PE
Uniform Loads (plf)
using a Digital Signature.
Vert: 1-3=-54, 4-5=-20
Printed copies of this
Concentrated Loads
Vert: 9=57(F=28, B=28)
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260020
77363
KJ5
DIAGONAL HIP GIRDER
7
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-2-1-7
2-1-7
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:39 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-VS5gsOfUmig61 PDXNz76hcnzQx_VjtTbJC7gXtz8OKU
3-9-9 7-0-2
Scale = 1:17.6
7-0-2
7-0-2
Plate Offsets (X,Y)-- [2:0-1-12,Edge)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.33
Vert(LL) 0.22
4-7 >378 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.26
Vert(CT) -0.15
4-7 >562 240
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 -MP
Weight: 25 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical
Max Horz 2=165(LC 8)
Max Uplift 3=-156(LC 8), 2=-457(LC 8), 4=-122(LC 5)
Max Grav 3=154(LC 1), 2=348(LC 1), 4=117(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
3=156, 2=457, 4=122.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 66 lb up at
1-6-1, 111 lb down and 66 lb up at 1-6-1, and 37 lb down and 73 lb up at 4-4-0, and 37 lb down and 73 lb up at 4-4-0 on top chord,
and 104 lb down and 48 lb up at 1-6-1, 104 lb down and 48 lb up at 1-6-1, and 17 lb down and 4 lb up at 4-4-0, and 17 lb down and
This item has been
4 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
electronically signed and
sealed by ORegan, Philip, PE
LOAD CASE(S) Standard
using a Digital Signature.
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Printed copies of this
Uniform Loads (plf)
Vert: 1-3=-54, 4-5=-20
document are not considered
Concentrated Loads (lb)
signed and sealed and the
Vert: 10=57(F=28, B=28) 11=-8(F=-4, B=-4)
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260021
77363
KJ7
Diagonal Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-2-1-7
2-1-7
E
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:41 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-SrCQH4gklJwgGjMvVO9am 1 sLplfkBiUunWcmbmz8OKS
5-2-9 9-10-1
Scale = 1:22.6
3x4 = _....
5-2-9 9-10-1
5-2-9 4-7-8
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.21
TCDL
7.0
Lumber DOL
1.25
BC 0.28
BCLL
0.0 *
Rep Stress Incr
NO
WB 0.35
BCDL
10.0
Code FBC2020/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical
Max Horz 2=211(LC 8)
Max Uplift 4=-120(LC 8), 2=-447(LC 8), 5=-202(LC 8)
Max Grav 4=126(LC 1), 2=480(LC 1), 5=315(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-805/537
BOT CHORD 2-7=-609/744, 6-7=-609/744
WEBS 3-7=-96/267, 3-6=-792/648
3x4 =
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) -0.05 7-10 >999 240 MT20 244/190
Vert(CT) -0.07 6-7 >999 240
Horz(CT) 0.01 5 n/a n/a
Weight: 42 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
4=120, 2=447, 5=202.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 66 lb up at
1-6-1, 111 lb down and 66 lb up at 1-6-1, 37 lb down and 73 lb up at 4-4-0, 37 lb down and 73 lb up at 4-4-0, and 129 lb down and
125 lb up at 7-1-15, and 129 lb down and 125 lb up at 7-1-15 on top chord, and 48 lb down and 48 lb up at 1-6-1, 48 lb down and
48 lb up at 1-6-1, 17 lb down and 55 lb up at 4-4-0, 17 lb down and 55 lb up at 4-4-0, and 43 lb down and 17 lb up at 7-1-15, and
43 lb down and 17 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-8=-20
Concentrated Loads (lb)
Vert: 13=-71(F=-36, B=-36) 14=57(F=28, B=28) 15=-8(F=-4, B=-4) 16=-60(F=-30, B=-30)
Io
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260022
77363
KJA5
Diagonal Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
-2-1-7
2-1-7
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:42 2021 Page 1
I D:NRwBsubNlflvW HZitmA3hgzYRCF-SrCQH4gklJwgGjMvVO9am 1 sJwlfzBnyun WCmbiz8OKS
3-9-9 7-0-2
Scale = 1:17.6
7-0-2
6-11-12
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.33
Vert(LL) -0.12
4-7 >687 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.26
Vert(CT) -0.18
4-7 >461 180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00
2 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 25 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-3-8, 4=Mechanical
Max Horz 2=165(LC 8)
Max Uplift 3=-138(LC 8), 2=-338(LC 8), 4=-31(LC 5)
Max Grav 3=154(LC 1), 2=348(LC 1), 4=117(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb)
3=138, 2=338.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 66 lb up at
1-6-1, 111 lb down and 66 lb up at 1-6-1, and 101 lb down and 62 lb up at 4-4-0, and 37 lb down and 73 lb up at 4-4-0 on top chord
, and 48 lb down and 48 lb up at 1-6-1, 48 lb down and 48 lb up at 1-6-1, and 28 lb down at 4-4-0, and 17 lb down and 55 lb up at
4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
This item it Ithas
S been
hay
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
elecThis nlCallSigned and
LOAD CASE(S) Standard
sealed by ORegan, Philip, PE
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
using a Digital Signature.
Uniform Loads (plf)
Printed copies of this
Vert: Loads (lb) 4-5=-20
L
Concentrated Loads
document are not considered
Vert: 10=57(F=28, B=28) 11=-8(F=-4, B=-4)
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260023
77363
KJC7
DIAGONAL HIP GIRDER
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.430 s Apr 29 2021 MiTek Industries, Inc. Wed Jun 9 09:47:06 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-11 B_MVStAKgITX7mzXPRcPBegjtTgkOx2?hlwPz83aZ
-2-1-7 3-2-14 ,3-8-2, 6-5-11 8-0-2 9-10-1
2-1-7 3-2-14 0-5 4 2-9-9 1-6-7 1-9-15
i
6x8 =
Scale = 1:22.8
Io
2-9-3 2-14 6-5-11 9-10-1
2-9-3 -5-10 3-2-14 34-6
Plate Offsets (X,Y)-- [2:0-1-12,0-0-2], [7:0-6-12,0-2-0], [9:0-3-8,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.34
Vert(LL) 0.07 6-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.45
Vert(CT) -0.08 6-7 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.42
Horz(CT) 0.03 5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 45 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins.
BOT CHORD 2x4 SP M 30 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
4-8: 2x4 SP No.3 10-0-0 oc bracing: 6-7.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 5=97/Mechanical, 6=73/Mechanical, 9=1097/0-11-5
Max Horz 9=211(LC 8)
Max Uplift 5=-78(LC 5), 6=-35(LC 5), 9=-1394(LC 8)
Max Grav 5=97(LC 1), 6=103(LC 3), 9=1097(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1578/1158, 3-13=-271/140, 4-13=-269/147
BOT CHORD 2-15=-1069/1568, 9-15=-1069/1568, 4-7=-158/261
WEBS 3-7=-1224/1092, 3-9=-641/672, 7-9=-1066/1315
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left 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 78 lb uplift at joint 5, 35 lb uplift at joint 6
This item has been
and 1394 lb uplift at joint 9.
electronically Signed and
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2 lb down and 62 lb up at 44-0,
sealed by ORegan, Philip, PE
6 lb down and 73 lb up at 44-0, and 32 lb down and 102 lb up at 7-1-15, and 9 lb down and 95 lb up at 7-1-15 on top chord, and
a Digital Signature.
using g g
126 lb down and 220 lb up at 1-6-1, 126 lb down and 220 lb up at 1-6-1, 100 lb up at 4-4-0, 4 lb down and 55 lb up at 4-4-0, and 43
lb down and 40 lb up at 7-1-15, and 164 lb down and 165 lb up at 7-1-15 on bottom chord. The design/selection of such connection
Printed copies of this
device(s) is the responsibility of others.
document are not considered
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Signed and Sealed and the
signature must be verified
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
on any electronic copies.
Uniform Loads (plf)
Philip J. O'Regan PE No.58126
Vert: 1-5=-54, 8-10=-20, 6-7=-20
MiTek USA, Inc. FL Cert 6634
Concentrated Loads (lb)
6904 Parke East Blvd. Tampa FL 33610
Vert: 14=-23(F) 15=-252(F=-126, B=-126) 16=53(F=-4, B=58) 17=-208(F=-43, B=-164)
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260024
77363
MV2
Valley
3
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
3x4 i
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:45 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-KcSx7RjFLYRGIKghkEEWwtl3?M5Y7ayUi7a_kXz8OKO
2-0-0
5.00
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.07
Vert(LL)
n/a
n/a
999
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
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0
Max Horz 1=29(LC 12)
Max Uplift 1=-20(LC 12), 2=-36(LC 12)
Max Grav 1=47(LC 1), 2=35(LC 17), 3=25(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:6.9
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 20%
Structural wood sheathing directly applied or 2-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260025
77363
MV4
Valley
2
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
3x4
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
TCDL 7.0
Lumber DOL 1.25
BC 0.19
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 1=4-0-0, 3=4-0-0
Max Horz 1=72(LC 12)
Max Uplift 1=-49(LC 12), 3=-78(LC 12)
Max Grav 1=116(LC 1), 3=116(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:46 2021 Page 1
I D:NRwBsubNlflvW HZitmA3hgzYRCF-ooOJKnkt6rZ7MU FtHxIIT5a8ymOEsl BdwnKXGzz8OKN
4-0-0
2
3x4 11
DEFL. in (loc) I/deft L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) 0.00 n/a n/a
Scale = 1:11.1
PLATES GRIP
MT20 244/190
Weight: 13 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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 100 lb uplift at joint(s) 1, 3.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260026
77363
MV6
Valley
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:47 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-G?ahY71Vt9h_eg3rfG_016MCAlebSRm9R35pQz8OKM
6-0-0
3x4 11
3x4 _ 2x3 II 3x4 II
Scale = 1:15.7
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.28
BC 0.12
WB 0.13
Matrix-P
DEFL. in (loc) I/deft L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) 0.00 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 21 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 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=6-0-0, 4=6-0-0, 5=6-0-0
Max Horz 1=118(LC 12)
Max Uplift 4=-57(LC 12), 5=-162(LC 12)
Max Grav 1=56(LC 1), 4=84(LC 17), 5=240(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-233/432
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 100 lb uplift at joint(s) 4 except Qt=lb)
5=162.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260027
77363
MV8
Valley
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:47 2021 Page 1
ID:NRwBsubNlflvWHZitmA3hgzYRCF-G?ahY71Vt9h_eg3rfG_016JNAj1 bS9m9R35pQz8OKM
8-0-0
3x4 11
5 4
3x4 2x3 II 3x4 II
Scale = 1:20.3
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 *
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.46
BC 0.22
WB 0.15
Matrix-P
DEFL. in (loc) I/deft L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) 0.00 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 29 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 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=8-0-0, 4=8-0-0, 5=8-0-0
Max Horz 1=163(LC 12)
Max Uplift 4=-76(LC 12), 5=-225(LC 12)
Max Grav 1=85(LC 1), 4=112(LC 17), 5=333(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-285/129
WEBS 2-5=-291/492
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone;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 100 lb uplift at joint(s) 4 except Qt=lb)
This item has been
5=225.
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260028
77363
MV10
Valley
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:44 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-sQuZv5idbE IP7A5UAWjHOgUmrygZO5MKTTrRC5z8OKP
10-0-0
3x4 11
3x4 � 2x3 54
1 3x4 II
Scale = 1:25.3
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 *
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.61
BC 0.33
WB 0.15
Matrix-S
DEFL. in (loc) I/deft L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) -0.00 4 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 37 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 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=10-0-0, 4=10-0-0, 5=10-0-0
Max Horz 1=209(LC 12)
Max Uplift 4=-100(LC 12), 5=-276(LC 12)
Max Grav 1=121(LC 1), 4=147(LC 17), 5=410(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-292/132
WEBS 2-5=-326/504
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 9-10-4 zone;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 100 lb uplift at joint(s) 4 except Qt=lb)
This item has been
5=276.
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260029
77363
MV12
Valley
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:44 2021 Page 1
I D:NRwBsubNlflvWHZitmA3hgzYRCF-sQuZv5idbE IP7A5UAWjHOgUgfye7O5BKTTrRC5z8OKP
12-0-0
12-0-0
3x4 11
3x4 5 4
2x3 11 3x4 11
Scale = 1:29.8
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 *
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.37
BC 0.49
WB 0.16
Matrix-S
DEFL. in (loc) I/deft L/d
Vert(LL) n/a n/a 999
Vert(CT) n/a n/a 999
Horz(CT) -0.00 4 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 45 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 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=12-0-0, 4=12-0-0, 5=12-0-0
Max Horz 1=255(LC 12)
Max Uplift 4=-119(LC 12), 5=-339(LC 12)
Max Grav 1=149(LC 1), 4=176(LC 17), 5=501(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-322/148, 3-4=-130/253
WEBS 2-5=-371/542
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 11-10-4 zone;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 100 lb uplift at joint(s) except Qt=lb)
This item has been
4=119, 5=339.
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
FOLEY
T24260030
77363
V4
Valley
1
1
Job Reference (optional)
Chambers Truss, Fort Pierce, FL - 34982,
3x4
8.430 s May 12 2021 MiTek Industries, Inc. Tue Jun 8 09:10:48 2021 Page 1
ID: NRwBsubNlflvW HZitmA3hgzYRCF-kB831Tm7eTprcnPFPMoDYWfZ3a4fKxhwO5peLsz8OKL
2-0-0 4-0-0
5.00 12
3x6 =
3x4
Scale = 1:7.5
4-0-0
4-0-0
Plate Offsets (X,Y)-- [2:0-3-0,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.15
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 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
Weight: 10 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-0-0, 3=4-0-0
Max Horz 1=-16(LC 10)
Max Uplift 1=-52(LC 12), 3=-52(LC 12)
Max Grav 1=94(LC 1), 3=94(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=17ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 9,2021
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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
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