HomeMy WebLinkAboutTrussWARNING* ALL BEARING POINTS
THIS IS A PLACEMENT PLAN FOR ENGINEERED
BRACING:
SEE FINAL ENGINEERING SHEETS FOR THE
BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
MUST BE INSTALLED PRIOR TO
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-61 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
INSTALLING ANY TRUSSES! FAILURE TO
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
UNLESS OTHERWISE NOTED. INSTALL HANGERS
O SO MAY RESULT IN DAMAGED TRUSSES AND WILL
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
8,CCORDING TO THE CURRENT SIMPSON STRONG -TIE
si`OID ALL WARRANTIES.
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
DR USP CATALOG
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
JENGINEERING TRUSS DRAWINGS.
10'-0" Top of Brg
V///////////Z ^
12" Coffer
4
6"
I
8" CMU
I
Wall
I
11'-10-1 /2"
Typical End Detail
Design to Resist
Horizontal Forces
Are the
Responsibility of
EOR.
V--1-13/16"
I
1
2'-0" I 2'-Oil i
,I
Typical Corner
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
ECT
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PIERCE, FL 34946
OFFICE: (772) 466-2480 FAX: 1772)466-5336
CUSTOMER:Telese Builders
JOB NAME: Sztankovits Res
ADDRESS:8024 Spendthrift Lane
CITY/COUNTY:PSL
JOB # J40998
JOB #
MODEL:Model
SQ FT 890
DATE 01/04/21 LATEST=/ !
15S-31.003 (3) (,F EAST COAST TRUSS is the
"Trans Design Engineer"
Trusses are desigped in accordance with the
Florida Building Code
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST TRUSS.
Signed:
CODE = FBC 2020/TP12014 ASCE 7-16
DESIGN CRITERIA =MWFRS
OCCUPANCY CATEGORY= II
EXPOSURE = B
MWF SPEED =160
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 15.00
FLOOR: DUR FACTOR= 1.0
P S F =TC L L-T C D L-B C L L-BCD L
40.0,10.010.0,5.0
ROOF: DUR FACTOR= 1.25
PSF=TCLL-TC DL-BCLL-BCDL
20.0,15.0,0.0,10.0
'NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TIC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# =POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20' O" OR MORE
ST BE SET WITH A SPREADER BAR. THE
READER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS
NG SET.
EFER TO BCI-B1 FOR COMPLETE
RECTION AND SAFETY PROCEDURES.
1-
2-
3-
4-
5-
SUPPORT ANY PLANT SHELVES
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W
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U)
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n
TRUSS PLACEMENT PLAN
r
1/4" if plotted 24x36) . Designed By: CO
•T
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
RE: J40997 - Sztankovits Res MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Telese Builders Project Name: Sztankovits Res Model: . Tampa, FL 33610-4115
Lot/Block: . Subdivision: .
Address: 8024 Spendthrift Lane, .
City: PSL 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 [All Heights] Wind Speed: 160 mph
Roof Load: 45.0 psf Floor Load: N/A psf
This package includes 128 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#
1
T23710459
A01 G
4/26/21
23
T23710481
2
T23710460
A02
4/26/21
24
T23710482
3
T23710461
A03
4/26/21
25
T23710483
4
T23710462
A04
4/26/21
26
T23710484
5
T23710463
A05
4/26/21
27
T23710485
6
T23710464
A06
4/26/21
28
T23710486
7
T23710465
A07
4/26/21
29
T23710487
8
T23710466
A08
4/26/21
30
T23710488
9
T23710467
A09
4/26/21
31
T23710489
10
T23710468
A10
4/26/21
32
T23710490
11
T23710469
All
4/26/21
33
T23710491
12
T23710470
Al2
4/26/21
34
T23710492
13
T23710471
Al3G
4/26/21
35
T23710493
14
T23710472
A14
4/26/21
36
T23710494
15
T23710473
Al5G
4/26/21
37
T23710495
16
T23710474
B01 G
4/26/21
38
T23710496
17
T23710475
B02
4/26/21
39
T23710497
18
T23710476
B03
4/26/21
40
T23710498
19
T23710477
B04
4/26/21
41
T23710499
20
T23710478
B05
4/26/21
42
T23710500
21
T23710479
B06
4/26/21
43
T23710501
22
T23710480
B07G
4/26/21
44
T23710502
Truss Name Date
B08
B09
B10
Bll
B12
B13
B14
B15
B16
B17
B18
B19
B20
B21
B22
C01 GE
CO2
CO3
C04
C05
C06
C07
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc. under my direct supervision based on the parameters
provided by East Coast Truss.
Truss Design Engineer's Name: Velez, Joaquin
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.
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,```11111111►11"
% PQ.0 I N VFW �..
G�E•N 3 ' • �� �'.�
No 68182
O'. STATE OF
SSJNAL�0`'•
1111111
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 26,2021
Velez, Joaquin 1 of 2
W1 llf�
MiTek 0�1
MiTek USA, Inc.
RE: J40997 - Sztankovits Res 6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer Info: Telese Builders Project Name: Sztankovits Res Model: .
Lot/Block: . Subdivision: .
Address: 8024 Spendthrift Lane, .
City: PSL State: FL
No. Seal# Truss Name Date
45
T23710503
C08
4/26/21
46
T23710504
C09
4/26/21
47
T23710505
C10
4/26/21
48
T23710506
C11
4/26/21
49
T23710507
C12
4/26/21
50
T23710508
C13
4/26/21
51
T23710509
C14
4/26/21
52
T23710510
C15
4/26/21
53
T23710511
D01 G
4/26/21
54
T23710512
D02
4/26/21
55
T23710513
D03
4/26/21
56
T23710514
D04
4/26/21
57
T23710515
D05
4/26/21
58
T23710516
D06G
4/26/21
59
T23710517
D07
4/26/21
60
T23710518
E01 G
4/26/21
61
T23710519
E02
4/26/21
62
T23710520
E03
4/26/21
63
T23710521
E04
4/26/21
64
T23710522
E05
4/26/21
65
T23710523
E06
4/26/21
66
T23710524
E07
4/26/21
67
T23710525
E08
4/26/21
68
T23710526
E09
4/26/21
69
T23710527
E10
4/26/21
70
T23710528
E11
4/26/21
71
T23710529
E12
4/26/21
72
T23710530
E13
4/26/21
73
T23710531
E14
4/26/21
74
T23710532
E15
4/26/21
75
T23710533
E16
4/26/21
76
T23710534
F01 G
4/26/21
77
T23710535
F02
4/26/21
78
T23710536
F03
4/26/21
79
T23710537
FG01
4/26/21
80
T23710538
FG03
4/26/21
81
T23710539
G01 G
4/26/21
82
T23710540
G02
4/26/21
83
T23710541
H01 G
4/26/21
84
T23710542
MG01
4/26/21
85
T23710543
MG02
4/26/21
86
T23710544
MV2
4/26/21
87
T23710545
MV4
4/26/21
88
T23710546
MV4A
4/26/21
89
T23710547
MV28
4/26/21
90
T23710548
MV31
4/26/21
91
T23710549
MV51
4/26/21
92
T23710550
MV71
4/26/21
93
T23710551
PB01
4/26/21
94
T23710552
PB02
4/26/21
95
T23710553
PB03
4/26/21
96
T23710554
V4
4/26/21
97
T23710555
ZCJ 1
4/26/21
98
T23710556
ZCJ3
4/26/21
99
T23710557
ZCJ3A
4/26/21
100
T23710558
ZCJ3B
4/26/21
101
T23710559
ZCJ3C
4/26/21
No. Seal# Truss Name Date
102
T23710560
ZCJ5
4/26/21
103
T23710561
ZCJ5A
4/26/21
104
T23710562
ZCJ5B
4/26/21
105
T23710563
ZCJ5C
4/26/21
106
T23710564
ZCJ7
4/26/21
107
T23710565
ZCJ7A
4/26/21
108
T23710566
ZCJ7B
4/26/21
109
T23710567
ZCJ7C
4/26/21
110
T23710568
ZEJ5
4/26/21
111
T23710569
ZEJ7
4/26/21
112
T23710570
ZEJ9
4/26/21
113
T23710571
ZEJ9A
4/26/21
114
T23710572
ZEJ9B
4/26/21
115
T23710573
ZEJ37
4/26/21
116
T23710574
ZEJ41
4/26/21
117
T23710575
ZEJ45
4/26/21
118
T23710576
ZEJ46
4/26/21
119
T23710577
ZHJ4
4/26/21
120
T23710578
ZHJ5
4/26/21
121
T23710579
ZHJ7
4/26/21
122
T23710580
ZHJ7A
4/26/21
123
T23710581
ZHJ7B
4/26/21
124
T23710582
ZHJ9
4/26/21
125
T23710583
ZHJ9A
4/26/21
126
T23710584
ZHJ37
4/26/21
127
T23710585
ZHJ41
4/26/21
128
T23710586
ZHJ46
4/26/21
2 of 2
Job
Truss
Truss Type
Qty
Ply
Sztankovits Res
T23710459
J40997
A01G
ROOF SPECIAL GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
5x8 =
5-0-5 9-10-13
5-0-5 4-10-9
2x4 I
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:45 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-uyOX4S3a6mp5pyzSgS2xEGt6r9hdLEPrrucEgdzMu40
14-9-6 19-9-10 23-3-0 27-0-12 32-6-14 35-1-0 39-7-0
4-10-9 5-0-5 3-5-6 3-9-12 _,:2
MWFRS
MWFRS WIND DESIGN METHOD USED EXCLUSIVELY
AS SPECIFIED BY ENGINEER OF RECORD. Scale = 1:75.3
3x8 = 46 = 2x4 11
6x8 — TYPICAL FOR ALL TRUSSES IN THIS JOB.
1 2 243 4 5 25 6 5.00 L12
23 3U 15'1 3L 22 - 34 :70 J0 21 Jt Sd LU 19 Ju 4U41 18 4L 174;s 10 15-- 40 40 4r 14 4f5 13" ou 12
3x4 11 7x8 = Special 3x8 11 4x8 = Special Special 3x8 II SUH 8x12 = 4x8 = 7x6 = SUH24 3x8 11 4x10 = SUH24 3x8 11
Special Special Special Special Special 8x8 = Special SUH24 SUH24 SUH24 SUH24 SUH24 SUH24
Special SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR
"Special" indicates special hanger(s) or other connection device(s) required at location(s) OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT
shown. The design/selection of such special connection device(s) is the responsibility of WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.)
others. This applies to all applicable truss designs in this job. ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER
OR THE BUILDING DESIGNER.
9-10-13 14-9-6 19-9-10 23-3-0 27-0-12 30-10-8 ?IM-14 35-1-0 39-7-0
5-0-5 4-10-9 4-10-9 5-0-5 3-9-12 3-9-12 1-8-6 2-6-2 4-6-0
Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-5-12 0-2-8], [15:0-3-0,0-4-8], [19:0-4-0,0-4-12], [22:0-4-0,0-4-4]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.69
Vert(LL)
-0.07 19-21 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.83
Vert(CT)
-0.15 14-15 >999 180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.84
Horz(CT)
0.03 12 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 752 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-3-4 oc purlins,
BOT CHORD 2x6 SP No.2
except end verticals.
WEBS 2x4 SP No.3 *Except*
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
1-23,11-12,7-17: 2x8 SP No.3, 6-17,8-17: 2x6 SP No.3
WEBS
1 Row at midpt 1-23, 6-17
REACTIONS. (size) 23=0-8-0, 12=0-7-0, 17=0-3-8 (req. 0-7-1)
Max Horz 23=-369(LC 19)
Max Uplift 23=-886(LC 4), 12=-1480(LC 10), 17=-2605(LC 8)
Max Grav 23=4823(LC 26), 12=4936(LC 1), 17=11921(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-23=-4053/759, 1-2=-2354/515, 2-3=-2354/515, 3-5=-2375/460, 5-6=-2375/460,
6-7=-708/3475, 7-8=-739/3462, 8-9=-206/797, 9-10=-3556/900, 10-11=-3556/900,
11-12=-4254/1380
BOT CHORD 22-23=-217/312, 21-22=-444/3154, 19-21=-444/3154, 18-19=-359/322, 17-18=-385/326,
15-17=-693/260, 14-15=-854/3589, 13-14=-868/3674
WEBS 1-22=-816/4502, 2-22=-340/141, 3-22=-1513/272, 3-21=-342/2147, 3-19=-1393/317,
5-19=-369/130, 6-19=-909/4555, 6-18=-267/1691, 6-17=-7615/1515, 7-17=-254/111,
8-17=-4439/1052, 8-15=-906/4201, 9-15=-4704/1186, 9-14=-291/1714, 10-13=-1138/424,
11-13=-972/4046
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row 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, 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
82
182 Joaquin Velez PE No.fi868
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
MiTek USA, Inc. FL C634
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6904 Parke East Blvd, Tampa FL 33610
8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size.
Date:
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
23=886, 12=1480,17=2605.
April 26,2021
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
Sztankovits Res
T23710459
J40997
A01G
ROOF SPECIAL GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:45 2021 Page 2
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-uyOX4S3a6mp5pyzSgS2xEGt6r9hdLEPrrucEgdzMu40
NOTES-
10) Use USP SUH24 (With 4-16d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-2-0 oc max. starting at 21-8-12 from the left end to 37-8-12 to
connect truss(es) to front face of bottom chord.
11) Use USP SUH24 (With 4-1 Old nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent at 39-3-6 from the left end to connect truss(es) to front face of top 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) 487 lb down and 305 lb up at 31-7-4, 487 lb down and 279 lb up at
33-7-4, and 487 lb down and 279 lb up at 35-7-4, and 487 lb down and 279 lb up at 37-7-4 on top chord, and 813 lb down and 171 lb up at 1-8-12, 828 lb down and 171
lb up at 3-8-12, 828 lb down and 171 lb up at 5-8-12, 818 lb down and 171 lb up at 7-8-12, 818 lb down and 171 lb up at 9-8-12, 816 lb down and 171 lb up at 11-8-12,
828 lb down and 171 lb up at 13-8-12, 828 lb down and 171 lb up at 15-8-12, and 816 lb down and 171 lb up at 17-8-12, and 823 lb down and 171 lb up at 19-8-12 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: 1-6=-70, 6-9=-70, 9-11=-70, 12-23=-20
Concentrated Loads (lb)
Vert: 20=-742(F) 21=-742(F) 18=-742(F) 11=-1437(F=-206) 26=487 27=487 28=487 29=487 31=-742(F) 33=-742(F) 34=-742(F) 36=-742(F) 37=-742(F)
39=-742(F) 41=-742(F) 42=-742(F) 43=-742(F) 44=-742(F) 45=-742(F) 46=-742(F) 47=-742(F) 48=-742(F) 49=-742(F) 50=-760(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
Sztankovits Res
T23710460
J40997
A02
Roof Special Girder
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:47 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-gLWIV74geN3p3G6ryt4PJhyP?yNOp8v81C5LuVzMu4_
it-7-10i 7-1-0 12-4-10 17-1%0 22-1-0 26-1%0 32-3-0 37-8-0 38-11-8 42-2-8
1-7-10 5-5-6 5-3-10 5-5-6 4-9-0 5-5-0 5-5-0 1-3-8 3-3-0
5.00 12
5x5 = 2x4 11
2x4 11 2 3
3x8 =
4x6 =
5x6 =
31 6
27 '1r sd 26 s9 zo 24 4U 23 22 zr 3x8 =
6x6 =4x6 = 5x8 =
5x6 = 5x8 = 4x6 = 6x8 = 2x4 11 NAILED NAILED NAILED 3x4 11 2x4 11
2x4 11 6x12 = Special
404-0
1-7-10 7-1-0 124-10 1110-0 22-1-0 23-1-0 26-10-0 32-3-0 37-8-0 38-11-6 1 42-2-8
1-7-10 5-5-6 5-3-10 4-3-0 -0-0 3-9-0 5-SA 5-5-0 1-3-8 1-4-8 1-10-8
Plate Offsets (X,Y)-- [5:0-3-0,Edge], [6:0-3-0,0-2-4], [14:0-2-8,0-3-4], [19:0-3-8,0-1-8]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr NO
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
8-10: 2x4 SP No.1
BOT CHORD 2x4 SP No.2 *Except*
25-27,17-20: 2x4 SP No.1, 7-22,10-16: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
20-23,14-18: 2x4 SP No.2, 1-27,11-13: 2x6 SP No.3
REACTIONS. (size) 27=0-8-0, 13=1-4-0
Max Horz 27=-184(LC 8)
Max Uplift 27=-398(LC 8), 13=-787(LC 8)
Max Grav 27=2032(LC 37), 13=2235(LC 37)
Scale = 1:77.0
12 I
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TIC 0.84
Vert(LL)
-0.34 21 >999 240
MT20 244/190
BC 0.88
Vert(CT)
-0.60 19-20 >790 180
WB 0.84
Horz(CT)
0.10 13 n/a n/a
Matrix -MS
Weight: 310 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-3-8 oc purlins,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-7-8 oc bracing. Except:
6-0-0 oc bracing: 14-16
10-0-0 oc bracing: 20-22
WEBS
1 Row at midpt 4-26, 6-23, 8-20, 9-14, 2-27
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1507/324, 3-4=-1507/324, 4-6=-2555/589, 6-7=-4263/976, 7-8=-4266/905,
8-9=-5579/1332, 9-1 0=-1 762/745, 10-11=-1915/781
BOT CHORD 26-27=0/395, 24-26=-285/2163, 23-24=-285/2163, 7-20=-364/154, 19-20=-1268/5596,
18-19=-1170/3851,16-18=-112/289,14-16=-251/179,10-14=-79/570
WEBS 2-26=-401/2038, 3-26=-398/140, 4-26=-1286/298, 4-24=0/274, 4-23=-178/593,
6-23=-858/272, 20-23=-361/2405, 6-20=-629/2557, 8-20=-2049/645, 8-19=-966/220,
9-19=-349/2288, 9-18=-515/169, 9-14=-2273/532, 2-27=-1876/420, 11-14=-802/2129,
11-13=-2032/755, 14-18=-1077/3626
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
27=398, 13=787.
8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 386 lb up at
37-8-0 on top chord, and 82 lb down and 262 lb up at 37-6-4 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
Continued on page 2
'MATMME(S) Stailualu
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
Sztankovits Res
T23710460
J40997
A02
Roof Special Girder
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:48 2021 Page 2
ID:?b8eR090C1HXoRKgzpo36wy3oO7-IX4gjT5SPhBggQhlVaberuValMidYb9HXsruQxzMu3z
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-70, 2-6=-70, 6-8=-70, 8-10=-70, 10-12=-70, 22-27=-20, 21-22=-20, 16-20=-20, 15-16=-20, 14-28=-20
Concentrated Loads (lb)
Vert: 10=195(F) 16=139(F) 34=121(F) 35=121 (F) 36=121(F) 41=49(F) 42=49(F) 43=49(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
Sztankovits Res
T23710461
J40997
A03
Roof Special
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:49 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-mke2wp64A_JXIaGD3H7tO62mam1EH14QmWaRyOzMu3y
3-7-10 9-8-13 15-10-0 22-1-0 24-10-0 30-3-0 35-8-0 37-11-8 42-2-8
3-7-10 6-1-3 6-1-3 6-3-0 2-9-0 5-5-0 5-5-0 2-3-8 4-3-0
5.00 12
5x8 =
4xF
2x4 11 4x6 = 5x10 =
3 4 31 325
27 26 s4 25 L4 JO 23 22 6x8 = 4x6 = 2x4 II
2x4 11 5x5 = 5x8 = 4x6 = 4x6 = 3x4
4x4 = 5x12 =
6x12 = 2x4 11
24-10-0 39-8-0
3-7-10 9-8-13 15-10-0 22-1-0 $3-1-Q 30-3-0 35-8-0 37-11-83t-11$ 42-2-8
3-7-10 8-1-3 6-1-3 6-3-0 -0-6 1-9-0 5-5-0 2-3-8 -0-
Plate Offsets (X,Y)-- [2:0-5-12,0-2-8], [4:0-3-0,Edge], [5:0-6-8,0-2-0], [9:0-6-0,0-2-8]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr YES
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
24-27,18-20: 2x4 SP No.1, 6-22,10-16: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
20-23,14-17: 2x4 SP No.2, 1-27,11-13: 2x6 SP No.3
REACTIONS. (size) 27=0-8-0, 13=0-8-0
Max Horz 27=-184(LC 8)
Max Uplift 27=-335(LC 8), 13=-331(LC 8)
Max Grav 27=1984(LC 14), 13=2289(LC 14)
Scale = 1:76.6
12 ]'L
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TC 0.77
Vert(LL)
-0.33 19-20 >999 240
MT20 244/190
BC 0.92
Vert(CT)
-0.70 19-20 >669 180
WB 0.93
Horz(CT)
0.10 13 n/a n/a
Matrix -AS
Weight: 313 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 20-22, 14-16
WEBS
1 Row at midpt 2-26, 3-25, 5-25, 5-23, 7-19, 1-27
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-860/167, 2-3=-1705/336, 3-5=-1705/336, 5-6=-4219/709, 6-7=-4163/617,
7-8=-3563/558, 8-9=-3563/558, 9-1 0=-1 360/232, 10-11=-1386/211, 1-27=-1940/342
BOT CHORD 25-26=0/788, 23-25=-190/2159, 6-20=-381/159, 19-20=-602/4558, 17-19=-198/1622
WEBS 2-26=-1333/290, 2-25=-288/1693, 3-25=-474/164, 5-25=-917/156, 20-23=-168/2047,
5-20=-418/2586, 7-20=-1285/258, 7-19=-1269/177, 8-19=-424/148, 9-19=-322/2360,
9-17=-568/105, 14-17=-199/1664, 9-14=-720/118, 1-26=-274/1724, 11-13=-2079/321,
11-14=-238/1858
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
27=335, 13=331.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710462
J40997
A04
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:51 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-i6mpLV7KicZEXtQcBi9LTX76VajjlyDjDg3YOGzMu3w
1-7-0 5-7-10 9-4-0 13-10-0 22-10-0 27-3-0 33-8-0 37-11-8 42-2-8
1-7-0 4-0-10 3-8-6 4-6-0 9-0-0 4-5-0 6-5-0 4-3-8 4-3-0
5.00 12 5x5 =
5x8 M18SHS =
3x4 =
2 3 30 4
4x£
10 0IT
0
Scale = 1:81.6
IO
0
N
26 24 23 4x10 = 32 33 18 2x4 11 4x10 4x6 =
4x8 M18SHS =
13
2x4
2x4 11 4x8 —_ 5x6 WB =
5x12 =
2x4 11
2x4
3x4 11
3x6
39-8-0
1-7-0 Q-7-g 5-7-10 13-10.0 22-10-0 27-3-0 33-8-0
37-11-8 3$-11,8 42-2-8
1-7-0 -0- 3-0-10 8-2-6 9-0-0 4-5-0 6-5-0
4-3-8 -0- 2-6-8
0-8-8
Plate Offsets (X,Y)--[4:0-4-8,0-2-0],[5:0-5-4,0-3-4],[7:0-5-12,0-2-8]
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 0.74
Vert(LL) -0.26 18-20 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.92
Vert(CT) -0.59 18-20 >794 180
M18SHS 244/190
BCLL 0.0 *
Rep Stress Incr YES
WB 0.88
Horz(CT) 0.12 11 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 294 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
4-5: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. Except:
BOT CHORD 2x4 SP No.1 *Except* 10-0-0 oc bracing: 12-14
23-26,10-12: 2x4 SP No.2, 22-24,8-14: 2x4 SP No.3 WEBS 1 Row at midpt
3-21, 1-26
WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts
5-20
12-15: 2x4 SP No.2, 1-26,9-11: 2x6 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 26=0-8-0, 11=0-8-0
Max Horz 26=-367(LC 6)
Max Uplift 26=-31O(LC 8), 11=-356(LC 8)
Max Grav 26=1992(LC 14), 11=2261(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1333/317, 2-3=-1183/320, 3-4=-2102/478, 4-5=-2349/464, 5-6=-3406/628,
6-7=-3406/628, 7-8=-1407/289, 8-9=-1367/234, 25-26=-1950/330, 1-25=-1843/346
BOT CHORD 21-22=-171/287, 20-21=-139/1671, 18-20=-586/3912, 16-18=-584/3920, 15-16=-265/1958
WEBS 1-21=-212/1670, 3-21 =-I 279/221, 3-20=-159/1143, 4-20=0/434, 5-20=-2142/421,
5-18=0/292, 5-16=-815/126, 6-16=-358/117, 7-16=-291/1754, 7-15=-270/106,
12-15=-250/1847, 7-12=-1016/143, 9-11=-2032/339, 9-12=-273/1858
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) 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, with BCDL = 10.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
26=310, 11=356.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
Joaquin Velez PE No.68182
sheetrock be applied directly to the bottom chord.
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710463
J40997
A05
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:53 2021 Page 1
ID:?b8eRO90C1 HXoRKgzpo36wy3oO7-fVtZmB9bEDpynBa_17BpYyCPXNReDr4Oh8Yf59zMu3u
1-7-0 7-7-10 11-10-0 20-10-0 25-3-0 31-8-0 37-11-8 42-2-8
1-7-0 6-0-10 4-2-6 9-0-0 4-5-0 6-5-0 6-3-8 4-3-0
5.00 F12 5x8 = 5x8 M18SHS =
4xl
Scale = 1:85.2
I9
N
25 23 2231 4x4 = 32 4x8 = 18 33 5x6 WB
=
3x4 = 2x4 II 1b 4x10 =
3x4 1112 V V
2x4 11
46 =
5x12 =
3x4
2x4
3x4
46 =
39-8-0
1-7-0 2-7-q 7-7-10 11-10-0
20-10-0
25-3-0
31-8-0 37-11-8
3S-11i8 42-2-8
1 1-7-0 -0- 5-0-10 4-2-6
9-0-0
4-5-0
6-5-0 6-3-8
-0- 2-6-8
0-8-8
Plate Offsets (X,Y)--[2:0-5-12,0-2-8],[3:0-4-8,0-2-0],[6:0-3-0,0-2-4]
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 0.90
Vert(LL)
-0.29 17-19 >999 240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.82
Vert(CT)
-0.60 17-19 >781 180
M18SHS
244/190
BCLL 0.0 *
Rep Stress Incr YES
WB 0.92
Horz(CT)
0.15 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 299 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
3-4: 2x4 SP M 31
BOT CHORD
Rigid ceiling directly applied.
Except:
BOT CHORD 2x4 SP No.2 *Except*
10-0-0 oc bracing: 11-13
21-23,7-13: 2x4 SP No.3, 18-24,15-18: 2x4 SP No.1
WEBS
1 Row at midpt
2-20, 5-14, 6-11, 1-25
WEBS 2x4 SP No.3 *Except*
2 Rows at 1/3 pts
4-19
11-14: 2x4 SP No.2, 1-25,8-10: 2x6 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 25=0-8-0, 10=0-8-0
Max Horz 25=-390(LC 6)
Max Uplift 25=-310(LC 8), 10=-356(LC 8)
Max Grav 25=2068(LC 14), 10=2283(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1542/360, 2-3=-1758/440, 3-4=-1988/424, 4-5=-3495/646, 5-6=-2241/446,
6-7=-1521/344, 7-8=-1392/240, 24-25=-1968/334, 1-24=-1779/357
BOT CHORD 21-24=-31/383, 20-21 =-1 81/346, 19-20=-71/1421, 17-19=-489/3447, 16-17=-441/3118,
14-16=-441/3118, 13-14=-11/269, 7-11=-346/154
WEBS 1-20=-201/1633, 2-20=-867/166, 2-19=-182/1250, 3-19=-14/362, 4-19=-2094/405,
5-17=-74/539, 5-14=-1291/210, 6-14=-42/812, 11-14=-276/1909, 6-11=-1134/117,
8-10=-2020/330, 8-11=-299/1935
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) 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, with BCDL = I O.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
Joaquin Velez PE No.fi8182
25=310, 10=356.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
MiTek USA, Inc. FL Cent 6634
sheetrock be applied directly to the bottom chord.
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710464
J40997
A06
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:54 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-7hRxzXAD?XxpOL9Bsri259lfNnkxyl59volCdbzMu3t
9-10-0
1-7-02-7-0 9-7-10 9-8n13 18-10-0 23-3-0 29-8-0 34-3-12 7-11-8
i39-8-01
1-7-0 -0- 7-0-10 0- -3 9-0-0 4-5-0 6-5-0 4-7-12 3-7-12 1-8-8
0-1-3
5x8 11 Scale = 1:87.9
5.00 12
5x1
I
I9
N
23 21 20 25 4x8 = 17 26 2x4 4x8 = 14 27 Sx10 =co
11
5x6 WB =
4x4 11
2x4 11 4x6 =
3x4 11
3x4 11
3x4 =
4x6 =
9-10-0
39-8-0
11-7-02-7-q 9-7-10 9-8�13 18-10-0 23-3-0 29-8-0 37-11-8
3$-11i8
1-7-0 -0- 7-0-10 0- -3 9-0-0 4-5-0 fi-5-0 8-3-8
-0-
0-1-3
0-8-8
Plate Offsets (X,Y)-- [3:0-5-4,0-1-12], [5:0-5-12,0-2-8], [12:0-2-0,0-0-8], [19:0-0-8,0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.64
Vert(LL) -0.26 16-18 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.95
Vert(CT) -0.52 16-18 >906 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.94
Horz(CT) 0.15 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 298 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly
applied, except end verticals.
3-5,5-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except:
BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 10-12
19-21,7-12: 2x4 SP No.3, 17-22,11-14: 2x4 SP No.1 WEBS 1 Row at midpt 1-23
WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts 3-18
10-13: 2x4 SP No.2, 1-23: 2x6 SP No.2, 8-9: 2x6 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 23=0-8-0, 9=0-8-0
Max Horz 23=-407(LC 6)
Max Uplift 23=-312(LC 8), 9=-308(LC 8)
Max Grav 23=2082(LC 14), 9=2052(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1718/392, 2-3=-1733/391, 3-4=-2980/585, 4-5=-2980/585, 5-6=-2597/484,
6-7=-1664/318, 7-8=-1676/277, 22-23=-1954/338, 1-22=-1771/361, 8-9=-1869/293
BOT CHORD 21-23=-262/47, 19-22=-75/513, 18-19=-239/398, 16-18=-405/3059, 15-16=-403/3066,
13-15=-286/2280, 12-13=-10/408
WEBS 1-18=-201/1726, 3-18=-2020/381, 3-16=0/351, 4-15=-395/132, 5-15=-156/964,
10-13=-318/1805, 6-1 0=-1 049/179, 8-10=-268/1820, 2-18=-35/647
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
23=312, 9=308.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710465
J40997
A07
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:56 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-34ZiOCBTX8BXefJZzGIWAaq_ObPzQCnSN6nJiUzMu3r
1-7-0 9-8-13 16-11-8 21-4-8 27-9-8 33-4-8 37-11-8 39-8-0
1-7-0 8-1-13 7-2-11 4-5-0 6-5-0 5-7-0 4-7-0 1-8-8
5x6
5.00 F12
5xl
Scale = 1:86.9
24 22 21 26 4x8 = 2718 2x4 4x8 = 15
3x4 = 4x6 =
11
4x6 = 4x6 =
2x4 11
3x4 11
3x4 11
3x4 11
3x4 =
4x8 =
39-8-0
1-7-02-7-0 94-0 9-5-13 16-11-8 214-8 27-9-8
334-8
37-11-8 3$-11'8
1-7-0 -0- 6-9-0 0-d- 3 7-2-11 4-5-0 6-5-0
5-7-0
4-7-0 -0-
0-8-8
Plate Offsets (X,Y)-- [5:0-5-12,0-2-8], [10:0-4-4,0-2-8], [20:0-0-8,0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.69
Vert(LL) -0.20
19-20 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.98
Vert(CT) -0.36
19-20 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.93
Horz(CT) 0.15
9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 296 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
Structural wood sheathing directly applied, except end verticals.
1-2: 2x6 SP No.2 BOT CHORD
Rigid ceiling directly applied.
Except:
BOT CHORD 2x4 SP No.2 *Except*
10-0-0 oc bracing: 10-12
20-22,7-12: 2x4 SP No.3 WEBS
1 Row at midpt
3-19, 3-16, 1-24
WEBS 2x4 SP No.3 *Except*
10-13: 2x4 SP No.2, 1-24: 2x6 SP No.2, 8-9: 2x6 SP No.3
REACTIONS. (size) 24=0-8-0, 9=0-8-0
Max Horz 24=-411(LC 6)
Max Uplift 24=-312(LC 8), 9=-308(LC 8)
Max Grav 24=2082(LC 14), 9=2055(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1714/391, 2-3=-1714/401, 3-4=-2722/557, 4-5=-2722/557, 5-6=-2592/499,
6-7=-1736/338, 7-8=-1700/280, 23-24=-1940/342, 1-23=-1756/363, 8-9=-1901/296
BOT CHORD 22-24=-303/34, 20-23=-54/581, 19-20=-237/412, 17-19=-333/2701, 16-17=-332/2706,
14-16=-272/2261, 13-14=-292/2129
WEBS 1-19=-190/1675, 2-19=-801744, 3-19=-1787/351, 3-17=0/262, 4-16=-389/130,
5-16=-102/688, 6-14=-34/291, 6-13=-303/104, 10-13=-274/1962, 6-10=-819/112,
8-10=-276/1864
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
24=312, 9=308.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
Joaquin Velez PE No.fi8182
sheetrock be applied directly to the bottom chord.
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710466
J40997
A08
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:58 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-?ThSpuDj2lSFtySy5gn_F?wFhO8ju7LIgQGPmMzMu3p
1-7-0 9-8-13 18-11-8 23-4-8 29-9-8 32-5-8 34-2-0
1-7-0 8-1-13 9-2-11 4 2-8-0 1-6-8
5x8 11
5.00 FIT
4x11
Scale = 1:81.4
22 20 is ze 3x12 = 4x160 3xZ4 1x4 II �64 = 4x8 = LD
= 3x4
=
2x4 w
2x4 11
2x4
3x4 11
3x4 =
4x6 =
34-2-0
1-7-0 Q-7-g 9-4-0 9 $-13 18-11-8 23-4-8 29-9-8
32-5-8 $3-5-s
1-7-0 -0- 6-9-0 0-h- 3 9-2-11 4-5-0 6-5-0
2-8-0 -0-
0-8-8
Plate Offsets (X,Y)-- [3:0-5-4,0-1-12], [5:0-5-4,0-1-12], [18:0-0-8,0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 1.00
Vert(LL) -0.22 15-17 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.83
Vert(CT) -0.43 15-17 >936 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.86
Horz(CT) 0.10 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 275 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
3-5,5-7: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
Except:
BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 9-11
18-20,6-11: 2x4 SP No.3, 16-21,10-14: 2x4 SP No.1 WEBS 1 Row at midpt
3-17
WEBS 2x4 SP No.3 *Except* 2 Rows at 1/3 pts
1-22
9-12: 2x4 SP No.2, 1-22,7-8: 2x6 SP No.3
REACTIONS. (size) 22=0-8-0, 8=0-8-0
Max Horz 22=-401(LC 6)
Max Uplift 22=-266(LC 8), 8=-265(LC 8)
Max Grav 22=1806(LC 14), 8=1745(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1446/346, 2-3=-1466/345, 3-4=-1992/420, 4-5=-1992/420, 5-6=-723/193,
6-7=-739/169, 21-22=-1697/294, 1-21=-1496/314, 7-8=-1648/269
BOT CHORD 20-22=-262/51, 18-21 =-1 15/491, 17-18=-288/388, 15-17=-291/2304, 13-15=-290/2311,
12-13=-128/1033
WEBS 1-17=-148/1420, 2-17=-17/453, 3-17=-1374/274, 3-15=0/356, 3-13=-556/73,
4-13=-395/151, 5-13=-223/1362, 9-12=-117/1069, 5-9=-984/150, 7-9=-188/1395
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
22=266, 8=265.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710467
J40997
A09
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:36:59 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-TfEgOEDMp3a6V618fOlEoDSR2oTHdbUv34?zlpzMu3o
34-2-0
1 1-1-0 1 9-8-13 14-9-5 20-11-8 25-4-8 31-9-8 32-5 8
1-7-0 8-1-13 5-0-8 6-2-3 4-5-0 6-5-0 -8- 11-8
5x5 =
5.00 FIT
4x11
Scale = 1:81.4
21 191° 2a 3x12 = 10 L4 4x4 = is 4x10 =
3x6 =
4x4 II 1u
2x4 3x8 M18SHS =
5x12 =
3x4
2x4 11
3x4
4x6 =
33-5-8
1-7-0 2J 9-4-0 9 $-13 20-11-8 25-4-8 31-9-8
32-5,8 3A o
1-7-0 -0- 6:0 0-h- 3 11-2-11 4-5-0 6-5-0
-s- -8-
1-0-0
Plate Offsets (X,Y)-- [6:0-2-10,0-2-0], [11:0-2-0,0-0-8]
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 0.90
Vert(LL) -0.50 14-16 >807 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.87
Vert(CT) -0.84 14-16 >480 180
M18SHS 244/190
BCLL 0.0 *
Rep Stress Incr YES
WB 0.80
Horz(CT) 0.09 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 264 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
1-2: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
Except:
BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 9-11
17-19,6-11: 2x4 SP No.3, 15-20,10-13: 2x4 SP M 31 WEBS 1 Row at midpt
3-16, 1-21, 5-9
13-15: 2x4 SP No.1
WEBS 2x4 SP No.3 *Except*
9-12: 2x4 SP No.2, 1-21,7-8: 2x6 SP No.3
REACTIONS. (size) 21=0-8-0, 8=0-8-0
Max Horz 21=-403(LC 6)
Max Uplift 21=-266(LC 8), 8=-262(LC 8)
Max Grav 21=1829(LC 14), 8=1729(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1458/338, 2-3=-1430/363, 3-4=-2882/581, 4-5=-2031/409, 5-6=-771/193,
6-7=-838/186, 20-21=-1730/290, 1-20=-1536/312, 7-8=-1615/266
BOT CHORD 17-20=-124/436, 16-17=-288/388, 14-16=-197/1793, 12-14=-331/2545, 11-12=0/275
WEBS 1-16=-122/1424, 2-16=-89/659, 3-16=-1109/281, 3-14=-229/1388, 4-14=-705/254,
4-12=-880/103, 5-12=-11/516, 9-12=-275/1741, 7-9=-203/1440, 5-9=-1533/262
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) 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, with BCDL = 10.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
21=266, 8=262.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.fi8182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710468
J40997
A10
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:01 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-Q1MaRwFcLgggkQBXmpKiteXrmc9B5U8BWOU4NhzMu3m
2-7-0 9-8-13 16-1-12 22-11-8 27-2-8 33-9-8 34r2-0
2-7-0 7-1-13 6-4-15 6-9-12 4-3-0 6-7-0 0-1.8
5x5 =
5.00 FIT
4x11
Scale = 1:81.4
23 21 'u LO 4x10 = 3z6 _ �0 3x4 = 1D 1x4 4x10 =
2x4
3x4 11 4x6 =
3x4 11
3x4 11
3x4
4x8 =
34-2-0
1-7-0 Q-7-Q 9-4-0 9 $-13 16-1-12 20-11-8 22-11-8 27-2-8 32-5-8
$3-5-s
1-7-0 -0- 6-9-0 0-h- 3 6-4-15 4-9-12 2-0-0 5-3-04-0-01
0-8-8
Plate Offsets (X,Y)-- [19:0-0-8,0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.69
Vert(LL) -0.20 18-19 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.78
Vert(CT) -0.37 18-19 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.79
Horz(CT) 0.12 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 261 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
1-2: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
Except:
BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 10-12
19-21,7-12: 2x4 SP No.3 WEBS 1 Row at midpt
4-18, 5-16, 6-10, 1-23
WEBS 2x4 SP No.3 *Except*
8-9: 2x6 SP No.3, 10-13: 2x4 SP No.2, 1-23: 2x6 SP No.2
REACTIONS. (size) 9=0-8-0, 23=0-8-0
Max Horz 23=-403(LC 6)
Max Uplift 9=-265(LC 8), 23=-266(LC 8)
Max Grav 9=1690(LC 14), 23=1815(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1411/343, 2-4=-1399/362, 4-5=-2190/435, 5-6=-2008/386, 6-7=-752/174,
7-8=-736/169, 8-9=-1547/263, 22-23=-1643/299, 1-22=-1483/318
BOT CHORD 21-23=-320/30, 19-22=-98/589, 18-19=-281/405, 16-18=-229/1948, 14-16=-393/2650,
13-14=-392/2656, 7-10=-262/104
WEBS 1-18=-133/1357, 2-18=-74/584, 4-18=-1288/268, 4-16=-63/804, 5-16=-954/200,
5-13=-1097/175, 6-13=-45/627, 10-13=-274/1760, 6-10=-1538/261, 8-10=-272/1640
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=265, 23=266.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710469
J40997
All
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:02 2021 Page 1
ID:?b8eRO90C1 HXoRKgzpo36wy3oO7-uEwzfGGE6_ygMamjKWsxQr4Oq?UcgywLl2Edv7zMu31
1-7-0 9-8-13 17-6-5 24-11-8 28-2-8 32-5-8 34-2-0
1-7-0 8-1-13 7-9-8 7-5-3 3-3-0 4-3-0 1-6-8
5x6 —
5.00 FIT
4xl l
Scale = 1:81.4
22 20 is �� 4x10 = 1O zo 3x4 = 14 5x8 =
3x6 = 5x6 WB =
1-1
2x4
3x4 11
2x4 11
3x4 11
3x4 —
4x8 =
34-2-0
1-7-0 2-7-Q 9-4-0 9 $-13 17-6-5 24-11-8 28-2-8 32-5-8
$3-5-s
1-7-0 -0- 6:0 0-h- 3 7-9-8 7-5-34-0-01
0-8-8
Plate Offsets (X,Y)-- [10:0-4-0,0-2-8], [18:0-0-8,0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67
Vert(LL) -0.27 13-15 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.83
Vert(CT) -0.61 13-15 >666 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.76
Horz(CT) 0.12 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 246 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
1-2: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
Except:
BOT CHORD 2x4 SP No.1 *Except* 10-0-0 oc bracing: 10-12
19-22,9-10: 2x4 SP No.2, 18-20,7-12: 2x4 SP No.3 WEBS 1 Row at midpt
4-17, 5-15, 1-22
WEBS 2x4 SP No.3 *Except*
8-9: 2x6 SP No.3, 10-13: 2x4 SP No.2, 1-22: 2x6 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 9=0-8-0, 22=0-8-0
Max Horz 22=-406(LC 6)
Max Uplift 9=-265(LC 8), 22=-267(LC 8)
Max Grav 9=1711(LC 14), 22=1821(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1423/345, 2-4=-1419/357, 4-5=-2437/450, 5-6=-2219/378, 6-7=-951/190,
7-8=-932/184, 8-9=-1575/257, 21-22=-1650/297, 1-21=-1491/319
BOT CHORD 20-22=-305/38, 18-21=-74/566, 17-18=-266/405, 15-17=-263/2123, 13-15=-454/2855
WEBS 1-17=-138/1375, 2-17=-54/542, 4-17=-1412/282, 4-15=-24/770, 5-15=-856/215,
5-13=-1120/256, 6-13=-59/692, 10-13=-260/2100, 6-10=-1529/228, 8-10=-275/1736
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=265, 22=267.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710470
J40997
Al2
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:04 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-gc2j4xHUebCObtw6RxuPVG9K8pAjlo4eCLjk_OzMu3j
2-7-0 9-8-13 14-6-8 18-6-5 9-9- 26-11-8 30-2-8 33-5-8
2-7-0 7-1-13 4-9-11 3-11-13 -2-1 7-2-8 3-3-0 3-3-0 -8-
5x6 —
5.00 FIT
4x11
Scale = 1:81.4
23 21 'u 2O 3x12 = �f 2r
4x6 =
3x4 =
1D 5x6 = 1x4 iu
4x6 = 3x4
3x4 11
3x4 11
3x4 11
4x6 =
3x4 —
4x6 =
34-2-0
1-7-0 2-7-Q 9-4-0 9 $-13 18-6-5
24-11-8 26-11-8 30-2-8 32-5-8 $3-5-s
1-7-0 -0- 6-9-0 0-h- 3 8-9-8
6-5-3 2-0-0 2-3-0 -0-
0-8-8
Plate Offsets (X,Y)-- [9:0-2-8,0-2-0], [12:0-5-0,0-2-12], [19:0-0-8,0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.81
Vert(LL)
-0.18 16-18 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.86
Vert(CT)
-0.38 14-16 >999 180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.97
Horz(CT)
0.12 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 237 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2 *Except*
TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins,
2-3: 2x4 SP No.1, 5-7: 2x4 SP No.2, 3-5: 2x4 SP M 31
except end verticals.
BOT CHORD 2x4 SP No.1 *Except*
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
20-23,8-12: 2x4 SP No.2, 19-21,9-11: 2x4 SP No.3
6-0-0 oc bracing: 21-23
WEBS 2x4 SP No.3 *Except*
8-7-10 oc bracing: 14-16.
7-8: 2x6 SP No.3, 1-23: 2x6 SP No.2, 12-14: 2x4 SP No.2
10-0-0 oc bracing: 8-9
WEBS
1 Row at midpt 4-18, 5-16, 1-23
REACTIONS. (size) 8=0-8-0, 23=0-8-0
Max Horz 23=-408(LC 30)
Max Uplift 8=-350(LC 8), 23=-273(LC 8)
Max Grav 8=1750(LC 37), 23=1826(LC 37)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1432/348, 2-4=-1441/358, 4-5=-2640/489, 5-6=-2499/507, 6-7=-2525/504,
7-8=-1497/343, 22-23=-1646/303, 1-22=-1507/324
BOT CHORD 21-23=-273/39, 19-22=-84/522, 18-19=-254/392, 16-18=-319/2299, 14-16=-529/3196,
13-14=-85/421, 11-13=-77/359, 9-12=-280/83
WEBS 1-18=-148/1403, 2-18=-46/517, 4-18=-1524/332, 4-16=-7/687, 5-16=-956/224,
5-14=-597/185, 5-12=-947/188, 12-14=-456/2873, 7-12=-518/2758
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
8=350, 23=273.
8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.68182
LOAD CASE(S) Standard MiTek USA, Inc. FL Cent 6634
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710470
J40997
Al2
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:04 2021 Page 2
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-gc2j4xHUebCObtw6RxuPVG9K8pAjlo4eCLjk_OzMu3j
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-2=-70, 2-5=-70, 5-7=-70, 21-23=-20, 20-21=-20, 11-19=-20, 10-11=-20, 8-9=-20
Concentrated Loads (lb)
Vert: 24=64(B) 25=64(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
Sztankovits Res
T23710471
J40997
A13G
PIGGYBACK BASE GIRDE
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:06 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-m?ATUdJIACS6rB3UZMwtahFeWdsBmiixgfCr2vzMu3h
7-3-0 14-2-8 19-0-13 23-11-2 31-4-9 38-10-0 41-10-14 Z-10-0
7-3-0 6-11-8 4-10-5 4-10-5 7-5-7 7-5-7 3-0-14 4-11-2
5.00 12
5x8 = 2x4 11 5x8 =
4x8 � 4 25 26
4x6
TOP CHORD UNDER PIGGYBACKS
TO BE LATERALLY BRACED BY
PURLINS AT 2-0-0 OC. MAX.
TYPICAL.
3x4 = 3x8 = . - 3x6 = 4x8 = 3x6 = '"'- 4x10 = 14 13 12
4x8 =
3x6 11 3x8 =
Scale = 1:85.5
3x4 I
0
a
19
a
41-10-14
7-3-0 14-2-8 19-0-13
23-11-2
31-4-9 36-10-0 39,0-0 46-10-0
6-11-8 4-10-5
4-10-5
7-5-7 7-5-7 0-2-0 2-10-14 4-11-2
Plate Offsets (X,Y)-- [3:0-4-0,Edge], [4:0-5-12 0-2-8], [6:0-5-12,0-2-8], [7:0-2-4,Edge], [15:0-9-12,0-3-0],
[16:0-3-8,0-2-0], [23:0-3-8,0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL)
-0.15 16-18 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.86
Vert(CT)
-0.29 16-18 >999 180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.96
Horz(CT)
0.06 12 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 324 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied, except end verticals, and
4-6,6-7: 2x4 SP No.1
4-0-0 oc purlins (4-3-14 max.): 4-6, 10-11.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 4-6-5 oc bracing.
9-14: 2x8 SP No.3
WEBS
1 Row at midpt 2-21, 5-20, 6-18, 8-18
WEBS 2x4 SP No.3 *Except*
11-12: 2x6 SP No.3, 13-15: 2x4 SP No.2
REACTIONS. (size) 12=0-8-0, 24=Mechanical, 14=0-4-0
Max Horz 24=288(LC 24)
Max Uplift 12=-224(LC 10), 24=-324(LC 25), 14=-591(LC 8)
Max Gram 12=479(LC 17), 24=1985(LC 13), 14=3085(LC 30)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2141/387, 2-4=-2175/472, 4-5=-2044/497, 5-6=-2044/497, 6-8=-2223/486,
8-9=-2244/442, 9-10=-113/757, 10-11=-260/259, 11-12=-432/264, 1-24=-1876/347
BOT CHORD 23-24=-269/247, 21-23=-145/2057, 20-21=-105/2033, 18-20=-121/1972, 16-18=-203/1932,
15-16=-576/171, 14-15=-3048/597, 9-15=-2469/497
WEBS 2-23=-597/198, 4-21 =-1 0/283, 4-20=-72/378, 5-20=-361/114, 6-20=-61/368,
6-18=-22/318, 8-16=-612/183, 9-16=-342/2558, 13-15=-292/348, 10-15=-827/251,
10-13=-274/421, 11-13=-288/256, 1-23=-312/2034
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
12=224,24=324,14=591.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 395 lb down and 242 lb up at
40-3-4, 395 lb down and 227 lb up at 41-10-14, and 166 lb down and 114 lb up at 43-11-4, and 200 lb down and 155 lb up at
45-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710471
J40997
A13G
PIGGYBACK BASE GIRDE
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:06 2021 Page 2
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-m?ATUdJIACS6rB3UZMwtahFeWdsBmiixgfCr2vzMu3h
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-70, 4-6=-70, 6-10=-70, 10-11=-70, 15-24=-20, 12-14=-20
Concentrated Loads (lb)
Vert: 10=-315 27=-315 28=-91 29=-137
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
Sztankovits Res
T23710472
J40997
A14
PIGGYBACK BASE
3
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:09 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-Barc7fLdT7ghieo3EUUaCKt84gv6z3TNMdQVfDzMu3e
2-7-0 7-4-0 12-1-0 14-2-8 19-0-13 23-11-2 31-4-9 38-10-0 42-8-0 46-6-0 48-8-8
2-7-0 4-9-0 4-9-0 2-1-8 4-10-5 4-10-5 7-5-7 7-5-7 3-10-0 3-10-0 2-2-8
5.00 FIT
5x5 = 3x8 = 5x5 =
35 5 36
4x6
Scale = 1:88.9
o a
13 0 Ioo IY �+
0
3x4 = 3x4 11 3x4 11 4x6 = 4x10 = 16 15 14 4xb =
3x4 = 3x4 I
3x6 3x8 = 2x4 11
48-8-8
2-7A 7-4-0 12-1-0 14-2-8 19-0-13 23-11-2
31-4-9
38-10-0 39�0-0 42-8-0 46-6-0 46-,1 P-0
2-7. 4-9-0 4-9-0 2-1-8 4-105 4-10-5
7-5-7
7-5-7 0- -0 3-8-0 3-10-0 0 4to
1-10-8
Plate Offsets (X,Y)-- [1:0-3-0,0-1-8], [3:0-4-0,Edge], [4:0-2-8,0-2-7], [7:0-4-0,Edge], [9:0-4-0,Edge], [17:0-10-0,0-3-0],
[18:0-3-8,0-2-0], [25:0-4-0,0-2-8], [27:0-3-8,0- 1 -8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.93
Vert(LL)
-0.15 18-20 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.71
Vert(CT)
-0.32 18-20 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.96
Horz(CT)
0.11 16 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 335 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals, and
BOT CHORD 2x4 SP No.2 *Except*
4-0-0 oc purlins: 4-6.
28-30,4-23: 2x4 SP No.3, 10-16: 2x8 SP No.3
BOT CHORD
Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 *Except*
10-0-0 oc bracing: 23-25
15-17,22-25: 2x4 SP No.2, 12-14: 2x6 SP No.3
WEBS
1 Row at midpt 2-25, 5-25, 5-20, 8-20, 5-22
REACTIONS. (size) 31=Mechanical, 16=0-4-0, 14=0-8-0
Max Horz 31=231(LC 7)
Max Uplift 31=-306(LC 8), 16=-402(LC 8), 14=-68(LC 8)
Max Grav 31=1993(LC 13), 16=2716(LC 14), 14=339(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2534/384, 2-4=-2429/454, 4-5=-2155/449, 5-6=-1937/457, 6-8=-2170/456,
8-10=-2141/393,10-11=-83/766,29-31=-1948/296,1-29=-1848/312
BOT CHORD 28-29=-84/341, 27-28=-215/365, 25-27=-127/2418, 20-22=-94/2093, 18-20=-144/1830,
17-18=-589/151, 16-17=-2659/414, 10-17=-2365/419, 4-25=-35/559
WEBS 1-27=-308/2158, 2-27=-461/181, 5-25=-38/308, 5-20=-373/36, 6-20=-25/445,
8-18=-626/173, 10-18=-313/2574, 11-17=-597/147, 12-14=-257/91, 5-22=-276/51,
22-25=-81 /2079
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are 4x8 MT20 unless otherwise indicated.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
8) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb)
31=306, 16=402.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710473
J40997
A15G
HIP GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:14 2021 Page 1
ID:?b8eRO9OC1 HXoRKgzpo36wy3oO7-XYeVAMPmHgT_oQh1113lvNaO3rYOeKf6Wv8GKRzMu3Z
2-7-0 7-4-0 12-1-0 14-2-8 17-8-0 23-11-2 28-10-12 33-10-6 38-10-0 42-8-4 46-10-0
2-7-6 4-9-0 4-9-0 2-1-8 3-5-8 6-3-2 4-11-10 4-11-10 4-11-10 3-10-4 4-1-12
5.00 F12
4x6
4x4 i
6x6
7x8 2
1
2736 26 HUS26 CI
32 30 29 37 R 39 40
6x8 =
5x6 = 6x6 =
5 33 34 6 7
`12 4 223 45 6046 21
HUS26 6x8 M18SHS =24 2.57 12 8x8 = HUS26 10x10 = HUS26 ® HUS26 1
3x8 M18SHS HUS26 8x8 2 16 15 14
7x6 = 7x14 M18SHS = 6x8 M18SHS = HUS26
6x8 = HUS26 HUS26 HUS26 3x10 M18SHS 11 7x8 = 3x6 11
6x16 HUS26 8x14 = HUS26
HUS26 HUS26 HUS26 HUS26 10x14 =
8x8 = HUS26 Special HUS26
HUS26 SUPPLEMENTARY BEARING PLATES, SPECIAL ANCHORAGE, OR
OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT HUS26
Special WIDTH (SUCH AS COLUMN CAPS, BEARING BLOCKS, ETC.)
ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER
OR TIJ�2gUILDING DESIGNER.
2-7-0 7-4-0 12-1-0 1�3-4-1p 17-8-0 23-11-2 31-4-9 38-10-0 39�0-0 42-8-4 46-10-0
2-7-0 4-9-0 -3-16-3-2 7-5-7 7-5-7 0- -0 3-81 4-1-12
7x6
8
20 47 48 49 19 50 1851
Scale: 1/8"=1'
6x8 M18SHS -- HUS26
9 4x8
10 3x4 11
11 3x6 d
12 4x8
13
0
52535455 1 I°? Iv N
Plate Offsets (X,Y)-- [1:0-3-12,0-2-8], [8:0-3-0,0-3-4], [9:0-4-0,0-2-12], [10:0-4-0,Edge], [15:0-4-0,0-4-12], [16:0-5-12,0-1-2], [17:0-4-12,0-6-0], [18:0-5-0,0-5-12], [20:0-3-8
,0-6-4], [22:0-6-8,0-4-8], [26:0-2-8,0-4-12], [27:0-3-8,0-4-4], [28:0-8-0,0-1-12], [32:0-4-8,0-1-2]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.85
Vert(LL) -0.28 23-26 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.96
Vert(CT) -0.60 23-26 >780 180
M18SHS 244/190
BCLL 0.0 *
Rep Stress Incr NO
WB 0.96
Horz(CT) 0.19 16 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 886 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2 *Except*
TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins,
10-13,8-10: 2x4 SP No.2
except end verticals.
BOT CHORD 2x8 SP SS *Except*
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
29-32: 2x6 SP No.2, 25-31,23-25: 2x6 SP DSS
3-10-0 oc bracing: 16-17
11-16,14-16: 2x8 SP No.2, 6-22: 2x6 SP No.3, 22-23: 2x6 SP SS
6-0-0 oc bracing: 15-16.
WEBS 2x4 SP No.3 *Except*
6-0-0 oc bracing: 6-22
9-17: 2x4 SP M 31, 15-17: 2x6 SP No.3, 1-32,13-14: 2x8 SP No.3
10-0-0 oc bracing: 27-28
2-26: 2x4 SP No.2, 1-27: 2x4 SP No.1
WEBS 1 Row at midpt 9-17
REACTIONS. (size) 32=0-8-0, 16=0-4-0 (req. 0-8-15), 14=0-8-0
Max Horz 32=-322(LC 6)
Max Uplift 32=-2248(LC 8), 16=-2892(LC 8), 14=-104(LC 8)
Max Grav 32=12066(LC 29), 16=15145(LC 2), 14=732(LC 20)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-8957/1657, 2-3=-14822/2768, 3-5=-14335/2696, 5-6=-13351/2555, 6-7=-12635/2457,
7-8=-12970/2543, 8-9=-12371/2430, 9-1 1=-414/2453,11-12=-548/2775,
31-32=-11792/2187, 1-31=-10911/2014
BOT CHORD 28-31=-400/947, 27-28=-400/947, 26-27=-1399/8304, 23-26=-2325/13800,
20-22=-2006/11951, 18-20=-2022/11628, 17-18=-1579/8997, 16-17=-14716/2833,
11-17=-514/172,15-16=-1150/220,14-15=-59/389,6-22=-2033/362,22-23=-2181/13333
WEBS 3-26=-465/416, 3-23=-758/248, 7-22=-167/1381, 7-20=-686/3461, 8-20=-192/663,
8-18=-966/138, 9-18=-877/5125, 9-17=-15383/2911, 15-17=-211/1480, 12-17=-2867/604,
12-15=-305/1798, 13-15=-504/139, 6-23=-357/1983, 28-30=-412/1923, 5-23=-900/5111,
2-27=-5912/1115, 2-26=-1190/6682, 1-27=-1883/10269
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x8 - 2 rows staggered at 0-6-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
Joaquin Velez PE No.fi8182
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
MiTek USA, Inc. FL Cent 6634
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
6904 Parke East Blvd, Tampa FL 33610
DOL=1.60 plate grip DOL=1.60
Date:
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.
April 26,2021
61 Provide adequate drainage to Drevent water Dondin
CJ&11RlFdd—pagey2esign 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
Sztankovits Res
T23710473
J40997
A15G
HIP GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:14 2021 Page 2
ID:?b8eRO9OC1 HXoRKgzpo36wy3oO7-XYeVAMPmHgT_oQh1113lvNaO3rYOeKf6Wv8GKRzMu3Z
NOTES-
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, with BCDL = IO.Opsf.
10) WARNING: Required bearing size at joint(s) 16 greater than input bearing size.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 32=2248, 16=2892, 14=104.
12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 0-9-4 from the left end to 44-9-4 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) 1088 lb down and 217 lb up at 2-7-0, and 1080 lb down and 212 lb up
at 14-6-0 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: 1-5=-70, 5-7=-70, 7-13=-70, 29-32=-20, 23-28=-20, 22-24=-20, 17-22=-20, 14-16=-20, 22-23=-20
Concentrated Loads (lb)
Vert: 29=-1088(B) 23=-979(B) 35=-1097(B) 37=-1086(B) 38=-1063(B) 39=-994(B) 40=-979(B) 41 =-979(B) 44=-979(B) 45=-979(B) 46=-979(B) 47=-994(B)
48=-998(B) 49=-998(B) 50=-1 01 6(B) 52=-994(B) 53=-979(B) 54=-979(B) 55=-979(B) 56=-979(B) 57=-979(B) 58=-979(B) 59=-979(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
Sztankovits Res
T23710474
J40997
B01G
COMMON GIRDER
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:16 2021 Page 1
ID:?b8eRO9OC1 HXoRKgzpo36wy3oO7-UwmFb2ROpHjhljgP8S6D_ofPxeL56FjPzDdMPKzMu3X
2-2-8 7-4-12 13-4-2 13 8 ,4 19-8-4 24-10-8 27-1-0
2-2-8 5-2-4 5-11-6 0-4- 2 5-11-6 5-2-4
4x6 =
5.00 12
Scale: 1/4"=1'
16 15 13 11 10
3x4 3x6 7x6 = 4x6 — 3x8 _ 4x6 — 7x6 = 3x6 3x4 =
NAILED
HUS26
HUS26
NAILED
1-10-8 2r2 8 7-4-12 13-6-8 19-8-4 24-10-8 T:8 27-1-0
1-10-8 0-4-0 5-2-4 6-1-12 6-1-12 5-2 4 0 4-0 1-10-8
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr NO
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 `Except`
7-11,8-10,3-15,2-16: 2x6 SP No.3
REACTIONS. (size) 10=0-8-0, 16=0-8-0
Max Horz 16=-156(LC 6)
Max Uplift 10=-486(LC 8), 16=-549(LC 8)
Max Gram 10=2035(LC 1), 16=2035(LC 1)
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TC 0.69
Vert(LL) -0.08 11-13 >999 240
MT20 244/190
BC 0.56
Vert(CT) -0.17 11-13 >999 180
WB 0.93
Horz(CT) 0.03 10 n/a n/a
Matrix -MS
Weight: 166 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2830/708, 3-5=-1987/527, 5-7=-1987/527, 7-8=-2830/720
BOT CHORD 15-16=-179/314, 13-15=-581/2550, 11-13=-593/2550
WEBS 5-13=-252/1029, 7-13=-947/314, 7-11=-218/424, 8-11=-561/2435, 8-1 0=-1 788/481,
3-13=-947/301, 3-15=-218/435, 2-15=-598/2435, 2-16=-1788/509
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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)
10=486, 16=549.
7) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 12-3-8 oc max. starting at 7-4-12
from the left end to 19-8-4 to connect truss(es) to front face of bottom chord.
8) Fill all nail holes where hanger is in contact with lumber.
9) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
10) 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 (pli)
Vert: 1-5=-70, 5-9=-70, 17-20=-20
Concentrated Loads (lb)
Vert: 11=-791(F) 15=-791(F) 23=-10(F) 24=-10(F) 25=-15(F) 26=-15(F)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710475
J40997
B02
ATTIC
18
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:19 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-uVSOD4Tu6C5GuBZ_gbfwcRHsssG1JildBrlOezMu3U
4-10-3 9-4-12 10-0- 11-4-14 13-6-8 15-8-2 17-1-0 17-8- 22-2-13 27-1-0
4-10-3 4-6-9 -7 1-0-14 2-1-10 2-1-10 1�-14 -7 4-6-9 4-10-3
I
4x6 =
5.00 12
19 lr 10 14
3x4 = 3x6 =
46 = 4x6 =
4x6 = 4x6 =
3x6 =
Scale = 1:45.2
13 19
a
3x4 =
1-10-8 2r2]8 9-4-12
17-8-4
24-10-8
2� 8 27-1-0
1-10-8 0 4-0 7-2-4
8-3-8
7-2 4
0-4-0 1-10-8
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 0.91
Vert(LL)
-0.25 16-17 >999 240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 1.00
Vert(CT)
-0.41 16-17 >665 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.49
Horz(CT)
0.05 14 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Attic
-0.18 16-17 549 360
Weight: 141 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD Rigid ceiling directly applied.
15-18: 2x6 SP No.2
JOINTS
1 Brace at Jt(s): 20
WEBS 2x4 SP No.3 *Except*
6-8: 2x4 SP No.2, 2-19,12-14: 2x6 SP No.3
REACTIONS. (size) 19=0-8-0, 14=0-8-0
Max Horz 19=157(LC 7)
Max Uplift 19=-157(LC 8), 14=-93(LC 8)
Max Grav 19=1464(LC 14), 14=1464(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-5=-1917/17, 5-6=-1698/48, 8-9=-1699/47, 9-11=-1918/18
BOT CHORD 17-19=-2/1503, 16-17=0/1725, 14-16=-24/1386
WEBS 9-16=0/344, 11-16=0/458, 5-17=0/344, 3-17=0/456, 6-20=-1846/87, 8-20=-1846/87,
3-19=-1923/134, 11-14=-1922/98
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 150.01b AC unit load placed on the interior chord, 13-6-8 from left end, supported at two points, 5-0-0 apart.
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) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9, 6-20, 8-20
8) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb)
19=157.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710476
J40997
B03
ATTIC
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:21 2021 Page 1
ID:?b8eRO9OC1 HXoRKgzpo36wy3oO7-qua8elU9epL_8UjNxOhOhsMCNfxWnVX87VK74XzMu3S
4-10-3 9-412 10-0- 11-4-14 13-0-0 14-1-0 15-8-2 17-1-0 17-8 22-2-13 27-1-0
4-10-3 4-6-9 -7 1-4-14 1-7-2 1-1-0 1-7-2 1-4-14 -7 4-6-9 4-10-3
I
5.00 FIT 4x4 4x4 =
3x4 =
Scale = 1:46.8
14 Io
a
20 18 it _ 15
3x6 = 4x6 = 4x6 = 4x6 = 4x6 3x6 = 3x4 =
3x4 =
1-10-8 2r2�8 9-4-12
17-8-4
24-10-8
2�-2r8 27-1-0
1-10-8 0-4-0 7-2-4
8-3-8
7-2-4
0-4-0 1-10-8
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 0.90
Vert(LL)
-0.24 17-18
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 1.00
Vert(CT)
-0.41 17-18
>669
180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.96
Horz(CT)
0.05 15
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Attic
-0.18 17-18
562
360
Weight: 141 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD Rigid ceiling directly applied.
16-19: 2x6 SP No.2
WEBS 2x4 SP No.3 *Except*
6-9: 2x4 SP No.2, 2-20,13-15: 2x6 SP No.3
REACTIONS. (size) 20=0-8-0, 15=0-8-0
Max Horz 20=151(LC 7)
Max Uplift 20=-157(LC 8), 15=-93(LC 8)
Max Gram 20=1465(LC 14), 15=1465(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-5=-1915/17, 5-6=-1696/48, 7-8=0/268, 9-1 0=-1 697/47, 10-12=-1916/18
BOT CHORD 18-20=-2/1500, 17-18=0/1724, 15-17=-25/1387
WEBS 3-18=0/457, 5-18=0/343, 6-21=-1890/87, 21-22=-1875/88, 9-22=-1892/86, 10-17=0/343,
12-17=0/459, 3-20=-1925/134, 12-15=-1924/98
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 150.01b AC unit load placed on the interior chord, 13-6-8 from left end, supported at two points, 5-0-0 apart.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Ceiling dead load (5.0 psf) on member(s). 5-6, 9-10, 6-21, 21-22, 9-22
9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15 except (jt=lb)
20=157.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710477
J40997
B04
ATTIC
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:23 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-mGhv3RWPARbiNotl3QksmHSc8Td9FWLRappE9QzMu3Q
10-0-0 17-8-4
4-10-3 8-9-2 8-4-12 i11-0-01 16-1-0 i17-1-0 1$-3-14 22-2-13 27-1-0
4-10-3 3-10-15 -7-1 1-0-0 5-1-0 1-0-0 -7-4 3-10-15 4-10-3
0-7-4 0-7-10 Scale = 1:46.0
6x6
6x6
4x6 5 23 24 6 4x6
5.00 12 4 7
3x6
3
2x4 11
3x6
2x4 11
9
1
4
10
cdd
10
ro
0
6g16
15
12 *11@
14
13
46 =
46 =
3x4
=
3x6 =
3x4 =
46 =
46 =
3x6 =
1-10-8 2r2r8 9-4-12 17-8-4 24-10-8 2�-2r8 27-1-0
1-10-8 0 4-0 7-2-4 8-3-8 7-2 4 0-4-0 1-10-8
Plate Offsets (X,Y)-- [5:0-3-0,0-0-13], [6:0-3-0,0-0-13]
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)
-0.22 13-14
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.98
Vert(CT)
-0.37 13-14
>743
180
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.49
Horz(CT)
0.05 11
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Attic
-0.15 13-14
662
360
Weight: 142 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
5-6: 2x6 SP No.2
BOT CHORD
2x4 SP No.2 *Except*
12-15: 2x6 SP No.2
WEBS
2x4 SP No.3 *Except*
2-16,9-11: 2x6 SP No.3
REACTIONS.
(size) 16=0-8-0, 11=0-8-0
Max Horz 16=-128(LC 6)
Max Uplift 16=-157(LC 8), 11=-93(LC 8)
Max Grav 16=1466(LC 14), 11=1466(LC 15)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1918/22, 4-5=-1709/52, 5-6=-1691/68, 6-7=-1710/51, 7-8=-1918/22
BOT CHORD 14-16=0/1478, 13-14=0/1735, 11-13=-22/1383
WEBS 3-14=0/486, 4-14=0/336, 7-13=0/336, 8-13=0/487, 3-16=-1932/128, 8-11=-1931/95
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 150.01b AC unit load placed on the top chord, 13-6-8 from left end, supported at two points, 5-0-0 apart.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-6, 6-7
9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb)
16=157.
11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710478
J40997
B05
ATTIC
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:25 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-jfpfU7Yfi2rQc608ArmKriXtYHLFjQbkl71LDIzMu3O
9-4-12 15-0-0 17-8-4
4-7-13 8-2-0 i9-0-Oi 13-9-2 14rQ-0 i16-0-8 i17-1-0 1$-3-1,4 22-2-13 27-1-0
4-7-13 3-6-3. -10 4-4-6 0- - 4 1-0-8 1-0-8 -7 3-10-15 4-10-3
0-4-12 1-0-0 0-7-10 Scale = 1:46.8
7x10 M18SHS
3x6 =
5x5 � 6 5x8 M18SHS
3x4 — 3x6 = 5x6 WB= 4x6 = 4x6 = 3x6 = 3x4 =
4x6 =
1-10-8 2r2�8 9-4-12 17-8-4 24-10-8 2�-2r8 27-1-0
1Z88 0-4-0 7-2-4 8-3-8 7-2-4 0-4-0 1-10-8
Plate Offsets (X,Y)-- [4:0-7-13,0-3-3], [6:0-3-0,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 0.96
Vert(LL)
-0.23 11-13
>999
240
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.88
Vert(CT)
-0.35 11-13
>784
180
M18SHS
244/190
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.50
Horz(CT)
0.05 11
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Attic
-0.18 13-14
566
360
Weight: 144 lb
FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
4-7: 2x6 SP No.2 BOT CHORD
BOT CHORD 2x4 SP No.2 *Except*
12-15: 2x6 SP SS
WEBS 2x4 SP No.3 *Except*
2-16,9-11: 2x6 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 16=0-8-0, 11=0-8-0
Max Horz 16=-133(LC 6)
Max Uplift 16=-199(LC 8), 11=-165(LC 8)
Max Grav 16=1538(LC 14), 11=1649(LC 15)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-2237/130, 4-5=-2063/146, 5-7=-1507/92, 5-6=-616/88, 6-7=-634/95,
7-8=-2277/152
BOT CHORD 14-16=-48/1422, 13-14=-23/2112, 11-13=-101/1530
WEBS 3-14=0/928, 8-13=0/723, 3-16=-1913/188, 2-16=-310/95, 8-11=-2016/177
Structural wood sheathing directly applied.
Rigid ceiling directly applied.
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 150.01b AC unit load placed on the top chord, 13-6-8 from left end, supported at two points, 5-0-0 apart.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-7, 5-6, 6-7
10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-14
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
16=199, 11=165.
12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710479
J40997
B06
ATTIC
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:27 2021 Page 1
ID:?b8eRO9OC1HXoRKgzpo36wy3oO7-f2xQupZwDf57sPAXIGoox7cDl4_tBHrOVQnSIBzMu3M
17-8-4
2-2-8 7-0-0 9-4-12 12-0-0 13-9-2 15-0-0 i16-081
-8 i17-1-0 1$-3-1p 22-2-13 27-1-0
2-2-8 4-9-8 2-4-12 2-7-4 1-9-2 1-2-14 1-0-8 1-0-8 -7 3-10-15 4-10-3
0-7-10 Scale = 1:46.8
3x6 =
3x4 =
3x8
3x4 = 2x4 11 5x6 WB = 4x6 = 3x6 = 3x4 =
5x5 = 4x6 = 4x10 M18SHS =
1-10-8 2r2�8 7-0-0 9-4-12 12-0-0 17-8-4 25-2-8 27-1-0
1-10-8 0-4-0 4-9-8 2-4-12 2-7 4 5-8 4 7-6 4 1-10-8
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [8:0-3-0,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 0.91
Vert(LL)
-0.35 15-16
>779
240
MT20
244/190
TCDL 15.0
Lumber DOL
1.25
BC 1.00
Vert(CT)
-0.75 15-16
>362
180
M18SHS
244/190
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.65
Horz(CT)
0.04 13
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Attic
-0.21 15-16
481
360
Weight: 144 lb
FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
6-8: 2x4 SP M 31, 8-12: 2x4 SP No.1
BOT CHORD
2x4 SP No.1 *Except*
14-17: 2x6 SP SS
WEBS
2x4 SP No.3 *Except*
2-19,11-13: 2x6 SP No.3, 7-9: 2x4 SP No.2
OTHERS
2x4 SP No.3
REACTIONS.
(size) 19=0-8-0, 13=0-8-0
Max Horz 19=128(LC 7)
Max Uplift 19=-146(LC 8), 13=-89(LC 8)
Max Grav 19=1474(LC 14), 13=1463(LC 15)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1894/29, 3-4=-2043/0, 4-5=-2067/0, 5-7=-1979/33, 7-8=-75/477, 8-9=-66/386,
9-1 0=-2187/20,11-12=-52/286
BOT CHORD 16-18=0/1767, 15-16=0/2054, 13-15=-16/1263
WEBS 2-19=-1417/153, 2-18=-5/1698, 3-16=0/684, 6-16=-714/10, 4-6=-461/7, 9-15=0/404,
10-1 3=-1 900/85,11-13=-358/59, 10-15=0/945, 7-9=-2485/120
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 150.01b AC unit load placed on the top chord, 13-6-8 from left end, supported at two points, 5-0-0 apart.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Ceiling dead load (5.0 psf) on member(s). 3-4, 4-5, 5-7, 7-9
10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb)
19=146.
12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
14) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710480
J40997
B07G
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:29 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-bQ2AJUbAIHMr5jKvPhrGOYiaUuhKfACJykGYM3zMu3K
2-2-8 5-0-0 6-9-12 10-0-0 12-10-2 16-0-8 19-2-14 24-10-8 27-1-0
2-2-8 2-9-8 1-9-12 3-2-4 2-10-2 3-2-6 3-2-6 5-7-10 2-2-8
Scale = 1:46.8
4x4 =
20 1a 1r 1b 10 _ 13
3x4 =
3x6 = Special 5x10 = 4x6 = 1x4 11 3x4 = 6x6 = 4x6 2x4 11 3x4 =
LSSH210
1-10-8 2r2�8 5-0-0 6-9-12 10-0-0 12-10-2 19-2-14 24-10-8 2�-2r8 27-1-0
1-10-8 0-4-0 2-9-8 1-9-12 3-2-4 2-10-2 6-4-12 5-7-10 0-4-0 1_' __8
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr NO
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
5-8,8-12: 2x4 SP M 31
BOT CHORD 2x4 SP No.2 *Except*
14-18: 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
2-20,11-13,4-19: 2x6 SP No.3, 7-9: 2x4 SP No.2
REACTIONS. (size) 20=0-8-0, 13=0-8-0
Max Horz 20=-128(LC 30)
Max Uplift 20=-515(LC 8), 13=-267(LC 8)
Max Grav 20=1686(LC 1), 13=1354(LC 1)
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TC 0.83
Vert(LL) -0.49 16-17 >556 240
MT20 244/190
BC 0.94
Vert(CT) -0.95 16-17 >286 180
WB 0.72
Horz(CT) 0.05 13 n/a n/a
Matrix -MS
Weight: 140 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-2559/691, 4-5=-2559/691, 5-6=-1972/459, 6-7=-1561/396, 9-1 0=-1 702/433,
10-11=-1873/410, 11-12=-108/264
BOT CHORD 19-20=-380/1638, 17-19=-680/3169, 16-17=-677/3145, 15-16=-294/1676
WEBS 2-20=-270/101, 3-20=-2180/541, 3-19=-379/1554, 5-19=-913/340, 5-17=-40/413,
5-16=-1922/492, 6-16=-171/871, 11-15=-340/1885, 11-13=-1450/352, 7-21=-1672/426,
9-21=-1672/426
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
20=515, 13=267.
8) Use USP LSSH210 (With 10-1 Od nails into Girder & 7-1 Od x 1-1/2 nails into Truss) or equivalent at 6-9-12 from the left end to
connect truss(es) to back face of bottom chord.
9) Fill all nail holes where hanger is in contact with lumber.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 169 lb down and 112 lb up at
5-0-0 on top chord, and 57 lb down and 280 lb up at 5-0-0 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).
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710480
J40997
B07G
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:29 2021 Page 2
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-bQ2AJUbAIHMr5jKvPhrGOYiaUuhKfACJykGYM3zMu3K
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-5=-70, 5-8=-70, 8-12=-70, 22-25=-20
Concentrated Loads (lb)
Vert: 19=-763(B) 28=160(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
Sztankovits Res
T23710481
J40997
B08
COMMON
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:30 2021 Page 1
ID:?b8eRO90C1 HXoRKgzpo36wy3oO7-3dcYXgboWaUijtv6zPMVYIErkl6EOaKTBO06vWzMu3J
5-11-12 11-8-0 18-3-7 25-2-8
5-11-12 5-8-4 6-7-7 6-11-1
3x4
4x6 =
Scale = 1:42.7
7
I9
0
133x6 = 3x6 = 3x4 = 3x6 = 8 3x4 =
3x6 =
3x4 =
7-10-5 15-5-3 23-0-0 2 -4 0 25-2-8
7-10-5 7-6-13 7-6-13 0 4- 1-10-8
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr YES
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
6-8,1-13: 2x6 SP No.3
REACTIONS. (size) 8=0-8-0, 13=0-8-0
Max Horz 13=-179(LC 6)
Max Uplift 8=-223(LC 8), 13=-184(LC 8)
Max Grav 8=1355(LC 14), 13=1145(LC 13)
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TC 0.48
Vert(LL)
-0.12 10-11 >999 240
MT20 244/190
BC 0.64
Vert(CT)
-0.21 10-11 >999 180
WB 0.92
Horz(CT)
0.05 8 n/a n/a
Matrix -AS
Weight: 131 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 2-13
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-392/109, 2-3=-1564/330, 3-5=-1510/307, 1-13=-322/101
BOT CHORD 11 -1 3=-1 99/1547, 10-11=-94/1143, 8-10=-205/1361
WEBS 3-11=-66/556, 3-10=-37/452, 5-8=-1608/295, 2-13=-1345/214
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
8=223, 13=184.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710482
J40997
B09
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3-10-14 7-6-14
3-10-14 3-8-0
11-2-14
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:32 2021 Pagel
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-0?kJyWd22CkQyB3U4pOzeAKB05oosUZleiVDzOzMu3H
17-10-5 24-9-6
6-7-7 6-11-1
Scale = 1:43.6
5.00 Fl2 4x6 =
14 1. - JJl4 - 9
2x4 11 4x8 = 3x6 = 3x6 =
3-10-14 -10-1 7-6-14 15-0-14 22-6-14 22-10 14 24-9-6
3-10-14 1-0-0 2-8-0 7-6-0 7-6-0 0 4- 1-10-8
Plate Offsets (X,Y)-- [15:0-3-4,0-24]
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)
-0.13 11-12 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.63
Vert(CT)
-0.24 11-12 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.94
Horz(CT)
0.03 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 146 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
2-13: 2x4 SP No.3
10-0-0 oc bracing: 13-15
WEBS 2x4 SP No.3 *Except*
12-15: 2x4 SP No.2, 7-9: 2x6 SP No.3
REACTIONS. (size) 16=Mechanical, 9=0-8-0
Max Horz 16=-193(LC 6)
Max Uplift 16=-174(LC 8), 9=-219(LC 8)
Max Grav 16=1132(LC 14), 9=1366(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-1036/192, 1-2=-1499/272, 2-3=-1474/267, 3-4=-1485/330, 4-6=-1538/299
BOT CHORD 2-15=-294/115, 11-12=-84/1083, 9-11=-198/1381
WEBS 1-15=-257/1711, 12-15=-109/1529, 3-15=-4/297, 3-12=-932/171, 4-12=-76/527,
4-11=-38/459, 6-9=-1639/285
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
16=174, 9=219.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Clty
Ply
Sztankovits Res
T23710483
J40997
B10
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3-10-14 9-6-14 11-2-14
3-10-14 5-8-0 1-8-0
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:33 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-UBIh9sehpVsHaKegeXvCAOsMoV9_bxYvtMEmVgzMu3G
17-10-5 24-9-6
6-7-7 6-11-1
Scale = 1:43.6
5.00 12
4x6 =
4x4 — 2x4 II 4x12 —
14 IS IL 3x4 - 9
2x4 II 3x10 = 3x6 = 3x6 =
3-10-14 10-1 9-6-14 16-0-14 22-6-14 22-10 14 24-9-6
3-10-14 1-0-0 4-8-0 6-6-0 6-6-0 0 4- 1-t0-8
Plate Offsets (X,Y)-- [15:0-2-8,0-2-0]
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 0.49
Vert(LL)
-0.09 10-12 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.51
Vert(CT)
-0.17 10-12 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.95
Horz(CT)
0.03 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 154 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
2-13: 2x4 SP No.3
10-0-0 oc bracing: 13-15
WEBS 2x4 SP No.3 *Except*
12-15: 2x4 SP No.2, 7-9: 2x6 SP No.3
REACTIONS. (size) 16=Mechanical, 9=0-8-0
Max Horz 16=-213(LC 4)
Max Uplift 16=-175(LC 8), 9=-218(LC 8)
Max Grav 16=1141(LC 14), 9=1372(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-1046/195, 1-2=-1190/240, 2-3=-1180/241, 3-4=-1340/302, 4-6=-1591/319
BOT CHORD 2-15=-379/137, 10-12=-81/1078, 9-10=-193/1400
WEBS 1-15=-226/1486, 12-15=-87/1240, 3-12=-603/121, 4-12=-52/512, 4-10=-68/432,
6-9=-1681/272, 7-9=-254/106
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
16=175, 9=218.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710484
J40997
B11
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:34 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-yOs3MCfJap_8CUCtCEQRjbPYyvOQKVc260_J2HzMu3F
3-10-14 10-10-14 16-8-14 22-6-14 24-9-6
3-10-14 7-0-0 5-10-0 5-10-0
Scale = 1:42.8
3x4 = 2x4 4x8 = 5.00112
18
0
12 2x4 11 4x8 = 4x6 = 3x6 =
i 3-10-14 p-10-14 10-10-14 22-6-14 2%-10r14 24-9-6
3-10-14 1-0-0 6-0-0 11-8-0 0-4- 1-10-8
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 0.40
Vert(LL) -0.33
8-10 >825 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.94
Vert(CT) -0.67
8-10 >404 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.45
Horz(CT) 0.03
8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 150 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
2-11: 2x4 SP No.3, 7-9: 2x4 SP No.1
10-0-0 oc bracing: 11-13
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midpt 5-8
10-13: 2x4 SP No.2, 6-8: 2x6 SP No.3
REACTIONS. (size) 14=Mechanical, 8=0-8-0
Max Horz 14=-243(LC 4)
Max Uplift 14=-176(LC 8), 8=-217(LC 8)
Max Grav 14=1018(LC 1), 8=1222(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-961/199, 1-2=-881/222, 2-3=-880/225, 3-5=-1153/256, 5-6=-329/31, 6-7=-327/0
BOT CHORD 2-13=-414/153, 8-1 0=-1 94/1209, 7-8=0/276
WEBS 1-13=-206/1187, 10-13=-46/997, 3-10=0/255, 5-10=-306/161, 5-8=-1247/297,
6-8=-319/170
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
14=176, 8=217.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710485
J40997
B12
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:35 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-QaQRaYfxL76?pen3myxgFpyh?JgL3usCLgjtajzMu3E
3-10-14 8-10-14 15-8-14 22-6-14 24-9-6
3-10-14 5-0-0 6-10-0 6-10-0
3x4 — 2x4 11 4x8 — 5.00 12
2x4 11 3x8 = 4x4 = 3x6 = 2x4 11
Scale = 1:44.5
0
I9 v
0
3-10-14 -10-14 8-10-14 15-8-14
22-6-14
2%-10 14 24-9-6
3-10-14 1-0-0 4-0-0 6-10-0
6-10-0
0-4- 1-10-8
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 0.57
Vert(LL)
-0.06 10-11 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.51
Vert(CT)
-0.14 10-11 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.71
Horz(CT)
0.02 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 158 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied.
Except:
2-12: 2x4 SP No.3
10-0-0 oc bracing: 12-14
WEBS 2x4 SP No.3 *Except*
11-14: 2x4 SP No.2, 6-8: 2x6 SP No.3
REACTIONS. (size) 15=Mechanical, 8=0-8-0
Max Horz 15=-281(LC 4)
Max Uplift 15=-177(LC 8), 8=-216(LC 8)
Max Grav 15=1018(LC 1), 8=1222(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-15=-964/204, 1-2=-738/209, 2-3=-729/208, 3-5=-977/244, 5-6=-1467/283
BOT CHORD 2-14=-313/123, 10-11=-164/1274
WEBS 1-14=-186/1082, 11-14=-12/849, 5-11=-583/168, 6-1 0=-1 57/1226, 6-8=-1109/269
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
15=177, 8=216.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710486
J40997
B13
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:36 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-um_pnugZ6QEsRoMFJfrvoOUoNi8XoQ7LZKTQ69zMu3D
3-10-14 6-10-14 14-9-2 22-10-14
3-10-14 3-0-0 7-104 8-1-12
4x4 = 2x4 11 4x8 = 5.00 L12 Scale = 1:46.0
2)
12 11 lU `d 7
2x4 11 3x8 = 4x4 = 3x6 = 3x4 I
3-10-14 -6- 6-10-14 14-9-2 22-10-14
3-10-14 7- 2-4-14 7-104 8-1-12
Plate Offsets (X,Y)-- [3:0-54,0-2-4]
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 0.79
Vert(LL) -0.08
9-10 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.64
Vert(CT) -0.19
9-10 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.39
Horz(CT) 0.02
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 158 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
2-11: 2x4 SP No.3
6-0-0 oc bracing: 11-13
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midpt 5-10
10-13: 2x4 SP No.2, 6-7: 2x6 SP No.3
REACTIONS. (size) 14=Mechanical, 7=0-8-0
Max Horz 14=-321(LC 4)
Max Uplift 14=-183(LC 8), 7=-178(LC 8)
Max Grav 14=1026(LC 1), 7=1017(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-977/215, 1-2=-601/201, 2-3=-594/199, 3-5=-832/224, 5-6=-1523/291,
6-7=-939/206
BOT CHORD 13-14=-158/258, 9-1 0=-1 64/1315, 7-9=-59/327
WEBS 1-13=-179/1014, 10-13=0/786, 3-13=-295/157, 5-10=-792/217, 6-9=-105/997
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
14=183, 7=178.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710487
J40997
B14
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3-10-14 4-10-14 10-9-11
3-10-14 1-0-0 5-10-13
1 4x4 — 4x6 11 5.00112
2
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:37 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-MzXB?EhBtkMj3yxStN_8KEllx6XgXn4Vo_C_eczMu3C
16-8-9 22-10-14
5-10-13 6-2-5
12 11 10 8 7
2x4 11 4x8 = 3x6 = 3x4 11
4x4 =
3-1 0-14
10-9-11 16-8-9 22-10-14
3-10-14 6-10-13 5-10-13 6-2-5
Plate Offsets (X,Y)-- [2:0-2-11,0-2-0)
Scale = 1:52.3
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 0.55
Vert(LL)
-0.05
8-10
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.46
Vert(CT)
-0.11
8-10
>999
180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.73
Horz(CT)
0.02
7
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 159 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
2-11: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except* WEBS
10-13: 2x4 SP No.2
REACTIONS. (size) 14=Mechanical, 7=Mechanical
Max Horz 14=-359(LC 4)
Max Uplift 14=-183(LC 8), 7=-176(LC 8)
Max Grav 14=1242(LC 14), 7=1187(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-1122/219, 1-2=-673/212, 2-3=-785/199, 3-5=-1344/267, 5-6=-1759/285,
6-7=-1079/197
BOT CHORD 13-14=-174/289, 8-1 0=-1 76/1521
WEBS 1-13=-182/1212, 10-13=-86/1084, 3-13=-703/200, 5-10=-483/128, 6-8=-145/1296
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 11-13
1 Row at midpt 1-14
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
14=183, 7=176.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710488
J40997
B15
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:39 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-ILfyQviRPLcQIG5q?nOcQf6LAwCt?j3nFlh4jUzMu3A
2-10-14 310-1f4 10-1-11 16-4-9 22-10-14
2-10-14 1-0-0 6-2-13 6-2-13 6-6-5
3x4 = 5x5 =
1 2 5.00112
13 12 11
2x4 4x8 =
10 8
3x6 = 3x4 =
4x4 =
3-10-14 410-1p 10-1-11 16-4-9 22-10-14
3-10-14 1-0-0 5-2-13 6-2-13 6-6-5
Plate Offsets (X,Y)-- [8:Edge,0-1-8], [9:0-2-10,0-1-8]
Scale = 1:57.2
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.63
Vert(LL)
-0.06 10-11
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.47
Vert(CT)
-0.13 10-11
>999
180
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.63
Horz(CT)
0.02 8
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 172 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
3-12: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except* WEBS
11-14: 2x4 SP No.2
REACTIONS. (size) 15=Mechanical, 8=Mechanical
Max Horz 15=-397(LC 4)
Max Uplift 15=-185(LC 8), 8=-175(LC 8)
Max Grav 15=1262(LC 14), 8=1187(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-759/252, 3-4=-794/198, 4-6=-1281/256, 6-7=-1766/283, 7-8=-1075/197
BOT CHORD 14-15=0/473, 3-14=-251/122, 10-11=-172/1526, 8-10=-36/262
WEBS 2-15=-1148/167, 2-14=-254/1244, 11-14=-65/1084, 4-14=-667/192, 6-11=-564/146,
7-10=-137/1280
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 12-14
1 Row at midpt 1-15, 2-15
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
15=185, 8=175.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710489
J40997
B16
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:40 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-nYDKdFj49fkHwPglYVXrysfrEKTTkByxUyReFwzMu39
0710-1,4 3-10-14 10-1-11 16-4-9 22-10-14
0�10-14 3-0-0 6-2-13 6-2-13 6-6-5
4x6 =
3x6 =
1 2 5.00 L12
3x4 =
3x4 = 13 12 11 10 8
2x4 4x8 = 3x6 = 3x4 11
4x4 =
010-14 3-10-14 410-1 10-1-11 16-4-9 22-10-14
0-10-14 3-0-0 0- 5-2-13 6-2-13 6-6-5
Plate Offsets (X,Y)-- [9:0-2-10,0-1-8], [14:0-6-4,0-2-4]
Scale = 1:65.1
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 0.80
Vert(LL)
0.07 14-15
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.16 14-15
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.53
Horz(CT)
0.03 8
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 174 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
3-12: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except* WEBS
11-14: 2x4 SP No.2
REACTIONS. (size) 16=Mechanical, 8=Mechanical
Max Horz 16=-435(LC 4)
Max Uplift 16=-187(LC 8), 8=-173(LC 8)
Max Grav 16=1074(LC 14), 8=1022(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-426/247, 3-4=-717/193, 4-6=-1122/251, 6-7=-1542/280, 7-8=-955/195
BOT CHORD 15-16=-190/347, 14-15=0/668, 3-14=-122/821, 10-11=-168/1349
WEBS 11 -1 4=-57/1003, 4-14=-556/190, 6-11=-498/148, 7-10=-135/1135, 2-15=-238/396,
3-15=-1147/259
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 12-14
1 Row at midpt 1-16, 3-15
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
16=187, 8=173.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710490
J40997
B17
MONOPITCH
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3-10-14 10-1-11
3-10-14 6-2-13
5.00 12
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:41 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-Fknirbkiwzs8XZFD6C24V4CcmjpSTcW4jcABnNzMu38
16-4-9 22-10-14
6-2-13 6-6-5
4xiZ — 12 11 4x8 = 8
3x4 = 3x6 = 3x8 =
3-10-14 4r10-1f1 13-3-2 22-10-14
3-10-14 1-0-0 844 9-7-12
Plate Offsets (X,Y)-- [11:0-0-0,0-1-8)
Scale = 1:60.3
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 0.94
Vert(LL) -0.15
8-10 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.79
Vert(CT) -0.31
8-10 >873 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.70
Horz(CT) 0.03
8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 164 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
3-11: 2x4 SP No.3
10-0-0 oc bracing: 11-13
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midpt 1-14, 6-8
10-13: 2x4 SP No.2, 7-8: 2x6 SP No.3
REACTIONS. (size) 14=Mechanical, 8=0-8-0
Max Horz 14=-449(LC 4)
Max Uplift 14=-187(LC 8), 8=-171(LC 8)
Max Grav 14=1302(LC 14), 8=1175(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-14=-1173/237, 1-3=-793/258, 3-4=-820/191, 4-6=-1514/281, 6-7=-494/110,
7-8=-376/107
BOT CHORD 13-14=-214/361, 3-13=-387/127, 8-10=-180/1438
WEBS 1-13=-285/1480, 10-13=-89/1044, 4-13=-725/211, 4-10=-65/430, 6-10=-279/167,
6-8=-1261/195
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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, with BCDL = 10.Opsf.
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)
14=187, 8=171.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710491
J40997
B18
MONOPITCH
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:42 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-jwL42xlKhG_?9jgPgwZJ1Hknc7ATC?IEyGwkKpzMu37
3-10-14 10-9-3 17-7-8 24-9-6
3-10-14 6-10-5 6-10-5 7-1-14
3)
3x6 � 5.00 12
1
9..n I
max" 13 12
4x4 11
4x8 = 9
3x6 = 3x6 =
24-9-6
3-10-14 4-10-14 13-2-14 22-6-14 22-10r14
3-10-14 1-0-0 8-4-0 9-4-0 0-4-0 1-10-8
Plate Offsets (X,Y)-- [12:0-2-0,0-0-0]
Scale = 1:60.3
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 0.93
Vert(LL)
-0.13
9-11
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.74
Vert(CT)
-0.26
9-11
>999
180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.95
Horz(CT)
0.03
9
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 168 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2
TOP CHORD
BOT CHORD
2x4 SP No.2 *Except*
BOT CHORD
3-12: 2x4 SP No.3
WEBS
2x4 SP No.3 *Except*
WEBS
11-14: 2x4 SP No.2, 7-9: 2x6 SP No.3
REACTIONS.
(size) 15=Mechanical, 9=0-8-0
Max Horz 15=-447(LC 4)
Max Uplift 15=-185(LC 8), 9=-208(LC 8)
Max Grav 15=1288(LC 14), 9=1370(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
1-15=-1158/234, 1-3=-784/257, 3-4=-822/188, 4-6=-1461/257
BOT CHORD
14-15=-192/359, 3-14=-405/130, 9-11=-183/1368
WEBS
1-14=-283/1462, 11-14=-104/1058, 4-14=-730/213, 4-11=-36/281, 6-9=-1520/277,
7-9=-256/125
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 12-14
1 Row at midpt 1-15
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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, with BCDL = I O.Opsf.
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)
15=185, 9=208.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710492
J40997
B19
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:43 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-B7vTFHmySa6sntObEd5YaVH?XXXbxX_NAwfIsFzMu36
1-6-0 7-10-14 $-10-14 13-5-3 18-11-8 24-9-6
1-6-0 6-4-14 1-0-0 4-6-5 5-6-5 5-9-14
3x8 — 5x5 — 5.00 12
1 2
- 3x4 11 3x6 = 3x6 —
I9
19 v
Scale = 1:59.1
24-9-6
7-10-14 5-10-14 15-2-14 22-6-14 22-i1 Or14
6-0-14 1-0-0 6-4-0 7-4-0 0-4-0 1-10-8
Plate Offsets (X,Y)-- [3:0-3-0,Edge], [6:0-1-9,0-1-8], [15:0-7-0,0-2-4]
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 0.73
Vert(LL) -0.12 15-16 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.68
Vert(CT) -0.25 15-16 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.63
Horz(CT) 0.05 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 177 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
4-13: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except* WEBS
12-15: 2x4 SP No.2, 8-10: 2x6 SP No.3
REACTIONS. (size) 17=Mechanical, 10=0-8-0
Max Horz 17=-422(LC 4)
Max Uplift 17=-185(LC 8), 10=-208(LC 8)
Max Grav 17=1258(LC 14), 10=1397(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-17=-1295/265, 2-4=-399/129, 4-5=-1399/242, 5-7=-1589/260, 1-2=-266/157
BOT CHORD 16-17=-183/339, 15-16=-22/1272, 4-15=-37/800, 10-12=-173/1313
WEBS 12-15=-90/1399, 5-15=-277/123, 7-1 0=-1 639/275, 2-16=-370/214, 4-16=-1413/265,
1-16=-206/1414
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 13-15
1 Row at midpt 1-17, 2-16, 4-16
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
17=185, 10=208.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710493
J40997
B20
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:44 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-fJSrTdmaDuFjOlzonLcn7ip8ZxpMg_uXPaPrOizMu35
3-5-14 7-10-14 13-5-3 18-11-8 24-9-6
3-5-14 4-5-0 5-6-5 5-9-14
3x4 11 5x5 —
1 2
snnl10
2x4 11 3x6 = 3x6 =
24-9-6
3-5-14 7-10-14 $-10-iq 15-2-14 22-6-14 22-p0 14
3-5-14 4-5-0 1-0-0 6-4-0 7-4-0 0-4 1)
Plate Offsets (X,Y)-- [5:0-1-9,0-1-8]
Scale = 1:53.8
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 0.84
Vert(LL)
-0.31 14-15
>870
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.90
Vert(CT)
-0.53 14-15
>510
180
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.59
Horz(CT)
0.05 9
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 159 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2
TOP CHORD
BOT CHORD
2x4 SP No.2 *Except*
BOT CHORD
3-12: 2x4 SP No.3
WEBS
2x4 SP No.3 *Except*
WEBS
11-14: 2x4 SP No.2, 7-9: 2x6 SP No.3
REACTIONS.
(size) 15=Mechanical, 9=0-8-0
Max Horz 15=-365(LC 4)
Max Uplift 15=-178(LC 8), 9=-214(LC 8)
Max Grav 15=1238(LC 14), 9=1398(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-1764/351, 3-4=-1682/265, 4-6=-1593/273
BOT CHORD
14-15=0/563, 3-14=-379/158, 9-11=-181/1311
WEBS
2-15=-1095/187, 2-14=-265/1707, 11-14=-133/1628, 4-11=-404/64, 6-9=-1633/284
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 12-14
1 Row at midpt 2-15
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
15=178, 9=214.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710494
J40997
B21
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
5-6-0 7-10-14
5-6-0 2-4-14
3x4 = 5x5 = 5.00 12
1 9
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:45 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-7VODgznC_BNaOBY_L270fwMKdL9iPTUgeE8Pw8zMu34
15-3-2 22-10-14
11 10 9 7
2x4 4x8 = 3x6 = 3x4 11
Scale = 1:48.5
7-10-14 15-3-2 22-10-14
7-10-14 1-0-0$-10-14 64-4 7-7-12
Plate Offsets (X,Y)-- [2:0-2-8,0-2-7], [12:0-2-12,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 0.82
Vert(LL) -0.28 12-13 >955 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.90
Vert(CT) -0.50 12-13 >546 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.51
Horz(CT) 0.04 7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 148 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2
TOP CHORD
BOT CHORD
2x4 SP No.2 *Except*
BOT CHORD
3-10: 2x4 SP No.3
WEBS
2x4 SP No.3 *Except*
WEBS
9-12: 2x4 SP No.2, 6-7: 2x6 SP No.3
REACTIONS.
(size) 13=Mechanical, 7=0-8-0
Max Horz 13=-329(LC 4)
Max Uplift 13=-179(LC 8), 7=-179(LC 8)
Max Grav 13=1219(LC 14), 7=1204(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-1751/332, 3-5=-1748/271, 5-6=-1775/291, 6-7=-1070/207
BOT CHORD
12-13=0/834, 3-12=-341/138, 7-9=-57/374
WEBS
2-13=-1200/196, 2-12=-200/1469, 9-12=-163/1634, 5-9=-507/137, 6-9=-111/1155
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 10-12
1 Row at midpt 2-13
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
13=179, 7=179.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Clty
Ply
Sztankovits Res
T23710495
J40997
B22
COMMON
3
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
i 5 9-3
5-9-3
3x4
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:46 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-biabuJoglVVReK7AvmeFC7vahkZC8pWptuuyTazMu33
11-2-14 17-10-5 24-9-6
5-5-11 6-7-7 6-11-1
Scale = 1:42.9
4x6 =
3X4 = 3X4 = 3x4 = 3X4 =
3x6 = 3x6 =
3x4 =
7-8-10 15-1-12 22-6-14 22-10 14 24-9-6
7-8-10 7-5-2 7-5-2 0 4- 1-10-8
Plate Offsets (X,Y)-- [4:0-2-0,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.48
Vert(LL)
-0.11 10-12 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.62
Vert(CT)
-0.19 10-12 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.90
Horz(CT)
0.04 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 129 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midpt 2-13
6-8: 2x6 SP No.3
REACTIONS. (size) 13=Mechanical, 8=0-8-0
Max Horz 13=-182(LC 6)
Max Uplift 13=-181(LC 8), 8=-220(LC 8)
Max Gram 13=1125(LC 13), 8=1338(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-321/98, 2-3=-1480/317, 3-5=-1485/305, 1-13=-288/94
BOT CHORD 12-13=-182/1454, 10-12=-88/1109, 8-10=-200/1338
WEBS 3-12=-57/507, 3-10=-42/454, 2-13=-1332/213, 5-8=-1586/289
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.0psf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
13=181,8=220.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
SZtankovits Res
T23710496
J40997
C01GE
COMMON SUPPORTED GAB
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:48 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-Y4iMJ_p5H619teHZOAgjHY_zsYL4cvT6KCN3XTzMu31
11-6-8 23-1-0
11-6-8 11-6-8
4x4 =
Scale = 1:39.2
I9
0
4x0 — 4xo =
23 22 21 20 19 18 17 16 15 14
3x6 =
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.31
TCDL
15.0
Lumber DOL
1.25
BC 0.21
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.17
BCDL
10.0
Code FBC2020/TP12014
Matrix-S
21-2-8 23-1-0
21-2-8 1-10-8
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
Vert(LL)
n/a
n/a
999
MT20 244/190
Vert(CT)
n/a
n/a
999
Horz(CT)
-0.01 14
n/a
n/a
Weight: 113 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 19-4-0.
(lb) - Max Horz 23=-130(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 19, 20, 21, 22, 17, 16, 15 except 23=-21O(LC 8), 14=-130(LC 9)
Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 17, 16, 15 except 19=427(LC 1), 23=428(LC 17),
14=428(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-3=-127/401, 3-4=-64/363, 4-5=-47/379, 5-6=-11/377, 6-7=0/372, 7-8=0/372,
8-9=-12/377, 9-10=-43/379, 10-11=-81/363, 11-13=-120/401
BOT CHORD 1-23=-322/131, 22-23=-322/131, 21-22=-322/131, 20-21=-322/131, 19-20=-322/131,
17-19=-322/131, 16-17=-322/131, 15-16=-322/131, 14-15=-322/131, 13-14=-322/131
WEBS 7-19=-386/25, 3-23=-283/132, 11-14=-283/65
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=2ft;
Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) 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) All plates are 1x4 MT20 unless otherwise indicated.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 20, 21, 22, 17,
16, 15 except Qt=lb) 23=210, 14=130.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710497
J40997
CO2
SCISSORS
5
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:49 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-OGGkWKgj2QtOVoslauCygmXBlygyLGxGZs6c3vzMu30
2-6-8 7-0-8 11-6-8 16-0-8 20-6-8 23-1-0
E
Scale = 1:39.1
4x4 =
12 2.50 F12 8 3x4 =
3x4 = 5x6 = 5x6 =
1-10-8 6-8 7-0-8 11-6-8
16-0-8
20-6-8 1-2-
23-1-0
1-10-8 0-8-0 4-6-0 4-6-0
4-6-0
4-6-0 -8-0
1-10-8
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 0.27
Vert(LL) -0.05
10 >999 240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.30
Vert(CT) -0.11
9-10 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.54
Horz(CT) 0.06
8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 113 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 `Except`
6-8,2-12: 2x6 SP No.3
REACTIONS. (size) 12=0-8-0, 8=0-8-0
Max Horz 12=134(LC 7)
Max Uplift 12=-259(LC 8), 8=-184(LC 8)
Max Gram 12=1039(LC 1), 8=1039(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1342/216, 3-4=-1262/225, 4-5=-1262/225, 5-6=-1342/238
BOT CHORD 11-12=-305/120, 10-11=-123/1255, 9-10=-144/1206, 8-9=-256/61
WEBS 4-10=-63/618, 5-9=-276/90, 6-9=-191/1420, 6-8=-910/202, 3-11=-276/103,
2-11=-231/1420, 2-12=-910/231
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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)
12=259, 8=184.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710498
J40997
CO3
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2-6-8 4-6-0
4-6-0
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:51 2021 Page 1
I D:?b8eR090C 1 HXoRKgzpo36wy3oO7-yfOUxOsza 17kk608iJEQvBcS01KJpA1 YO9bj8ozMu3_
4x6
5-9-10
3-1-14 '0-8-8
4 II
3x4 = 5x6 =
21-2-8
1-12-8 12-6-8 1 7-0-8 11-6-8 16-6-8 61 -4-2 20-0-0 20-6-0
1-10-8 0-8-0 4-6-0 4-6-0 5-0-0 0-9-10 2-7-14 -6 0-8-8
Plate Offsets (X,Y)-- [9:0-2-8,0-2-0]
Scale = 1:38.2
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 0.44
Vert(LL)
-0.05 12-13 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.43
Vert(CT)
-0.14 12-13 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.57
Horz(CT)
0.04 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 114 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
6-11: 2x4 SP No.3
10-0-0 oc bracing: 9-11
WEBS 2x4 SP No.3 *Except*
7-8,2-15: 2x6 SP No.3, 9-12: 2x4 SP No.2
REACTIONS. (size) 8=0-8-0, 15=0-8-0
Max Horz 15=139(LC 7)
Max Uplift 8=-141(LC 8), 15=-263(LC 8)
Max Gram 8=826(LC 1), 15=1075(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1415/245, 3-4=-1389/271, 4-5=-1407/264, 5-6=-647/122, 6-7=-623/121,
7-8=-722/130
BOT CHORD 14-15=-309179, 13-14=-200/1301, 12-13=-230/1339
WEBS 2-15=-946/246, 2-14=-259/1488, 3-14=-298/107, 4-13=-68/650, 5-12=-526/149,
9-12=-200/1258, 5-9=-687/140, 7-9=-135/837
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
8=141, 15=263.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710499
J40997
C04
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2-6-8 4-6-0
=
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:52 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-Qrxs8MsbLLFaMFbKF01fRO9eE9d9Yd9iFpLGfEzMu2z
4-6-0 3-9-10
4x4
5.00 12
5-1-14 '0-8-8
4=
Scale = 1:38.2
a
N
0
3x4 = 5x6 =
21-2-8
1-10-8 i2-6-8 7-0-8 11-6-8
15-4-2
20-0-0 20-6-0
1-10-8 0-8A 4-6-0 4-6-0
3-9-10
4-7-14 -6 0-8-8
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 0.35
Vert(LL) -0.10
10 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.52
Vert(CT) -0.21
10 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.57
Horz(CT) 0.04
8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 118 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 *Except*
10-0-0 oc bracing: 8-9
7-8,2-15: 2x6 SP No.3
REACTIONS. (size) 8=0-8-0, 15=0-8-0
Max Horz 15=154(LC 7)
Max Uplift 8=-131(LC 8), 15=-261(LC 8)
Max Grav 8=853(LC 1), 15=1078(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1430/244, 3-5=-1378/265, 5-6=-1365/268, 6-7=-1467/282, 7-8=-741/166
BOT CHORD 14-15=-325/77, 13-14=-206/1322, 12-13=-215/1451
WEBS 2-15=-949/243, 2-14=-260/1508, 3-14=-296/111, 5-13=-102/728, 6-13=-288/63,
6-12=-739/188, 7-12=-255/1428
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
8=131, 15=261.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710500
J40997
C05
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:53 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-u2VFMitD5fNRzP9WpkGu_choXZ_IH4PrUT4gCgzMu2y
2-6-8 7-0-8 11-6-8 13-4-2 16-6-4 20-6-0 21-2-8i
2-6-8 4-6-0 4-6-0 1-9-10 3-2-2 3-11-12 0-8-8
4x4
5.00 12
4 II
J
3x4 = 5x6 =
21-2-8
1-12-8 i2-6-8 7-0-8 11-6-8 16-6-4 20-0-0 20-6-0
1-10-8 0-8-0 4-6-0 4-6-0 4-11-12 3-5-12
Plate Offsets (X,Y)-- [13:0-3-12,0-0-8]
Scale = 1:38.2
N
M
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) -0.10
11 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.50
Vert(CT) -0.21
11 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.57
Horz(CT) 0.04
9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 126 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 *Except*
10-0-0 oc bracing: 9-10
8-9,2-16: 2x6 SP No.3
REACTIONS. (size) 9=0-8-0, 16=0-8-0
Max Horz 16=173(LC 5)
Max Uplift 9=-132(LC 8), 16=-260(LC 8)
Max Gram 9=853(LC 1), 16=1078(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1431/245, 3-5=-1377/264, 5-6=-1309/269, 6-7=-1143/249, 7-8=-1079/227,
8-9=-748/169
BOT CHORD 15-16=-336/75, 14-15=-258/1334, 13-14=-216/1328
WEBS 2-16=-949/243, 2-15=-260/1508, 3-15=-295/111, 5-14=-107/723, 6-13=-321/32,
8-13=-198/1121, 7-13=-452/159
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=132, 16=260.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710501
J40997
C06
HALF HIP
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:54 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-ME3dZ2ussyVlbZkjNRn7XpEy6zK60WZ?i7gNk7zMu2x
21-2-8
2-6-8 7-0-8 11-8-14 16-6-4 20-6-0 20-9 0
2-6-8 4-6-0 4-8-6 4-9-6 3-11-12 0-3-
0-5-8
Scale = 1:38.2
5.00 12 5x5 = 1x4 II
3x8 =
4 II
3x4 = 5x6 =
21-2-8
1-12-8 i2-6-8 7-0-8 1 11-6-8 16-6-4 20-0-0 20-6-0
1-10-8 0-8-0 4-6-0 4-6-0 4-11-12 3-5-12
Plate Offsets (X,Y)-- [12:0-3-12,0-0-8]
6
v
IT
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 0.39
Vert(LL) -0.11
10 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.49
Vert(CT) -0.21
10 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.58
Horz(CT) 0.04
8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 127 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 *Except*
10-0-0 oc bracing: 8-9
7-8,2-15: 2x6 SP No.3
REACTIONS. (size) 8=0-8-0, 15=0-8-0
Max Horz 15=202(LC 5)
Max Uplift 8=-142(LC 5), 15=-258(LC 8)
Max Gram 8=853(LC 17), 15=1078(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1438/246, 3-5=-1361/259, 5-6=-893/216, 6-7=-852/202, 7-8=-752/175
BOT CHORD 14-15=-351/74, 13-14=-322/1360, 12-13=-284/1194
WEBS 2-15=-947/242, 2-14=-264/1521, 3-14=-297/112, 5-12=-450/102, 7-12=-179/947,
6-12=-381/134, 5-13=-108/620
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
8=142, 15=258.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710502
J40997
C07
HALF HIP
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:55 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-qQd?nNvUdGd9DjJvx91M31 n4wNfxlyX8xnZxGZzMu2w
2-6-8 7-0-8 13-8-14 20-6-0 21-2-$
2-6-8 4-6-0 6-8-6 6-9-2 0-8-8
5.00 12
5x8 = Scale = 1:39.6
3x8 =
5 18 6
14 2.50 F12
3x4 = 5x6 =
21-2-8
1-10-8 2-6-8 7-0-8 11-6-8
13-8-14 i14-6-8
20-0-0 20-6-9
1-10-8 0-8-0 4-0-0 4-6-0
2-2-6 0-9-10 5-5-8 -6 0-8-8
Plate Offsets (X,Y)-- [5:0-4-0,0-1-14], [11:0-5-12,0-2-0]
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 0.58
Vert(LL) -0.11
9 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.52
Vert(CT) -0.22
9 >990 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.60
Horz(CT) 0.04
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 129 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 *Except*
10-0-0 oc bracing: 7-8
6-7,2-14: 2x6 SP No.3
REACTIONS. (size) 7=0-8-0, 14=0-8-0
Max Horz 14=240(LC 5)
Max Uplift 7=-143(LC 5), 14=-257(LC 8)
Max Gram 7=853(LC 1), 14=1078(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1480/258, 3-5=-1326/251, 5-6=-710/191, 6-7=-750/176
BOT CHORD 13-14=-390/79, 12-13=-342/1429, 11-12=-223/888
WEBS 2-14=-938/237, 2-13=-287/1569, 3-13=-310/119, 5-12=-125/670, 5-11=-591/192,
6-11=-145/821
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
7=143, 14=257.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710503
J40997
C08
HALF HIP
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:56 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-JdBNJw6OalOrtu5UsgbcEJJ?m_GULyIARJUo?zMu2v
2-6-8 7-0-8 11-6-8 15-8-14 20-6-0 21-M
2-6-8 4-6-0 4-6-04-9-2 0-8-8
5x5 =
5.00 12
3x4 11
Scale = 1:43.2
15
5x6 = 2.50 F12
3x4 =
21-2-8
1-10-8 2-6-Bi 7-0-8 11-6-8
14-10-7
p5-8-14116-6-8i 20-0-0 20-6-0
1-10-8 0-8-0 4-6-0 4-6-0
3-3-15
0-10-7 0-9-10 3-5-8 -6- 0-8-8
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 0.36
Vert(LL) -0.11
10 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.64
Vert(CT) -0.24
10 >938 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.84
Horz(CT) 0.05
8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 135 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3 *Except*
10-0-0 oc bracing: 8-9
7-8,2-15: 2x6 SP No.3
REACTIONS. (size) 8=0-8-0, 15=0-8-0
Max Horz 15=278(LC 5)
Max Uplift 8=-143(LC 5), 15=-255(LC 8)
Max Grav 8=853(LC 1), 15=1078(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1451/240, 3-5=-1384/263, 5-6=-730/187
BOT CHORD 14-15=-404/84, 13-14=-347/1408, 12-13=-305/1327, 9-12=-162/603, 8-9=-160/605
WEBS 2-15=-951/242, 2-14=-255/1506, 3-14=-290/109, 5-13=-119/633, 5-12=-939/199,
6-12=-68/515, 6-8=-786/152
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
8=143, 15=255.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710504
J40997
C09
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:58 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-F?J8PPxMwB?k4A2UcHs3hfPdgae2yLOadlobtuzMu2t
2-2-8 8-10-8 15-6-8 17-6-8 18-11-6 20-6-0 $1-2-$
2-2-8 6-8-0 6-8-0 2-0-0 1-4-14 1-6-10 -8-8
R
4x6 11 3x6 = Scale = 1:45.4
5.00 12 5x5 = 4x4 = 7
3x4 =
2x4 11 4x8 = 3x6 3x8 = 2x4 11
1-10-8 2 2 8 8-10-8 17-6-8 20-6-0 1-2-
1-10-8 0 4-0 6-8-0 8-8-0 2-11-8 -8-8
Plate Offsets (X,Y)-- [7:0-2-11,0-2-0], [10:0-2-12,0-2-0]
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 0.47
Vert(LL)
-0.16 13-15 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.68
Vert(CT)
-0.27 13-15 >822 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.46
Horz(CT)
-0.01 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 160 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD Rigid ceiling directly applied. Except:
7-12: 2x4 SP No.3
6-0-0 oc bracing: 10-12
WEBS 2x4 SP No.3 *Except*
8-9,2-16: 2x6 SP No.3, 10-13: 2x4 SP No.2
REACTIONS. (size) 9=0-8-0, 16=0-8-0
Max Horz 16=302(LC 5)
Max Uplift 9=-145(LC 8), 16=-241(LC 8)
Max Grav 9=1064(LC 13), 16=1191(LC 13)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1354/202, 3-5=-1388/312, 5-6=-491/152, 6-7=-403/139, 7-8=-356/136,
8-9=-998/172
BOT CHORD 15-16=-294/234, 13-15=-142/641
WEBS 2-16=-1040/260, 2-15=-134/1097, 3-15=-522/219, 5-15=-183/891, 5-13=-504/150,
6-13=-85/356, 6-10=-523/146, 8-10=-132/987, 10-13=-105/756
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=145, 16=241.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710505
J40997
C10
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:37:59 2021 Page 1
ID:?b8eRO9OC1HXoRKgzpo36wy3oO7-jCsWcly_hV7biKdgA_NIEtxgF_ 3DhmOksPX8PKzMu2s
2-2-8 8-0-8 13-10-8 15-%0-7-0 1-2-
2-2-8 5-10-0 5-10-0 2-01-08 24-8-8 -7-
2x4 11 Scale: 1/4"=l'
axa
3x4 — 2x4 11 4x4 — 3x6 = 8x8 — 2x4 II
21-2-8
1-10-8 2r2$ 8-0-8 13-10-8 15-10-8 19-0-0 20-7-0 $62�
1-10-8 Ot4- 5-10-0 5-10-0 2-0-0 3-1-8 1-7-0 7-
Plate Offsets (X,Y)-- [8:0-0-1,0-0-0], [10:0-5-8,0-2-4], [13:0-4-0,0-2-4]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr YES
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
7-12: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
8-9,2-16: 2x6 SP No.3, 10-13: 2x4 SP No.2
REACTIONS. (size) 9=0-6-1, 16=0-8-0
Max Horz 16=340(LC 5)
Max Uplift 9=-147(LC 8), 16=-239(LC 8)
Max Grav 9=898(LC 13), 16=1057(LC 1)
Iv
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TC 0.36
Vert(LL)
-0.03 13-15 >999 240
MT20 244/190
BC 0.37
Vert(CT)
-0.08 13-15 >999 180
WB 0.61
Horz(CT)
0.01 9 n/a n/a
Matrix -AS
Weight: 159 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 10-12
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1151/196, 3-5=-775/177, 5-6=-634/191, 6-7=-376/124
BOT CHORD 15-16=-324/223, 13-15=-255/1077, 7-1 0=-1 35/666, 9-10=-102/311
WEBS 2-16=-951/250, 2-15=-151/1011, 3-13=-465/131, 6-13=-66/252, 10-13=-138/584,
6-10=-528/162, 7-9=-821/177
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=147, 16=239.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710506
J40997
C11
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:00 2021 Page 1
I D:?b8eR090C 1 HXoRKgzpo36wy3oO7-BOQug5zcSoGSJUCtjiuXm4Uz6OlgQ71 t53HhxmzMu2r
i 6-1-1 11-10-8 13-1%8 21-0-0 $1-11-$ 23-7-0
6-1-1 5-9-7 2-0-0 7-1-8 -11- 11-7
3x6 =
3x4 % 6x8
7 8 9
16 — 14 13
3x4
3x6 = 3x6 = 8x8 = 4x4 11
=
23-7-0
1-10-8 2r2t 11-10-8 13-10-8 21-0-0 2i1-7-0 23-6-10
1-10-8 0-4- 9-8-0 2-0-0 7-1-8 7- 1-11-10 0- -6
Plate Offsets (X,Y)-- [8:0-3-0,Edge], [13:0-2-0,0-0-8], [14:0-4-0,0-2-4]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr YES
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
7-13: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
11-14: 2x4 SP No.2, 2-16,9-10: 2x6 SP No.3
REACTIONS. (size) 10=0-10-9, 16=0-8-0
Max Horz 16=338(LC 5)
Max Uplift 10=-166(LC 8), 16=-259(LC 8)
Max Grav 10=981(LC 13), 16=1163(LC 1)
Scale = 1:55.9
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TC 0.48
Vert(LL)
-0.15 14-16 >999 240
MT20 244/190
BC 0.79
Vert(CT)
-0.31 14-16 >820 180
WB 0.97
Horz(CT)
0.02 10 n/a n/a
Matrix -AS
Weight: 172 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 11-13
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-5=-1165/218, 5-6=-999/231, 6-7=-474/145, 8-9=-153/259, 9-10=-906/191
BOT CHORD 14-16=-324/1173, 7-11=-295/129
WEBS 11 -1 4=-232/972, 6-11=-790/211, 3-16=-1327/325, 7-9=-582/333, 9-11=-181/978
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
10=166, 16=259.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710507
J40997
C12
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:01 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-fa_GlRzFD60Jxen3HPPmJll7dnh59g5lJjOFUDzMu2q
5-1-1 9-10-8 11-10-8 17-1-4 21-11-3 214 0 26-9-6
5-1-1 4-9-7 2-0-0 5-2-12 4-9-15 0-4- 3
I
4x4 =
3x4 = 3x6 = 3x8 = 3x6 = 4x8 = 2x4 II
Scale = 1:55.1
Iv
1-10-8 2,2,8 9-10-8 11-10-8
17-1-4
22-4-0 23 4-$ 26-9-6
1-10-8 0-4-0 7-8-0 2-0-0
5-2-12
5-2-12 1-0-8 3-4-14
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)
-0.07 15-16 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.60
Vert(CT)
-0.16 15-16 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.59
Horz(CT)
0.03 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 178 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
7-12: 2x4 SP No.3
10-0-0 oc bracing: 10-12
WEBS 2x4 SP No.3 *Except*
2-16: 2x6 SP No.3, 10-13: 2x4 SP No.2
REACTIONS. (size) 9=Mechanical, 16=0-8-0
Max Horz 16=307(LC 7)
Max Uplift 9=-192(LC 8), 16=-288(LC 8)
Max Gram 9=1114(LC 1), 16=1312(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-1532/284, 4-5=-1362/288, 5-6=-1172/269, 6-7=-726/217, 7-8=-718/216,
8-9=-1061 /217
BOT CHORD 15-16=-297/1249, 13-15=-246/1523, 7-10=-52/269
WEBS 3-15=0/259, 4-15=-22/343, 5-15=-290/82, 5-13=-603/157, 6-13=-20/307, 6-10=-631/188,
3-16=-1544/343, 8-10=-106/891, 10-13=-149/1072
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=192, 16=288.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710508
J40997
C13
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:02 2021 Page 1
ID:?b8eRO9OC1HXoRKgzpo36wy3oO7-7nYeFn t_QWAZOLFr7W?rVZKbB1Wu8OAYNmoOfzMu2p
2-2-8 7-10-8 9-10-8 15-7-8 21 4-8 21 11-3 26-9-6
2-2-8 5-8-0 2-0-0 5-9-0 5-9-0 0-6- 1 4-10-3
4x4
2x4 11
3x4 = 2x4 11 5x8 = 3x6 = 3x10 = 2x4 11
1-10-8 2,2,8 7-10-8 15-7-8 20-4-8 21-40 26-9-6
1-10-8 0-4-0 5-8-0 7-9-0 4-9-0 1-0-0 5 4-14
Plate Offsets (X,Y)-- [11:0-2-8,0-2-8]
Scale = 1:55.1
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 0.42
Vert(LL)
-0.08 14-16 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.59
Vert(CT)
-0.21 14-16 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.53
Horz(CT)
0.02 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 175 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
7-13: 2x4 SP No.3
10-0-0 oc bracing: 11-13
WEBS 2x4 SP No.3 *Except*
2-17: 2x6 SP No.3, 11-14: 2x4 SP No.2
REACTIONS. (size) 10=Mechanical, 17=0-8-0
Max Horz 17=274(LC 7)
Max Uplift 10=-197(LC 8), 17=-286(LC 8)
Max Grav 10=1108(LC 1), 17=1312(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1589/268, 3-4=-1410/276, 4-5=-1341/274, 5-7=-1129/260, 7-8=-1063/290,
8-9=-968/245, 9-10=-1040/223
BOT CHORD 16-17=-268/249, 14-16=-316/1692
WEBS 2-17=-1219/297, 2-16=-199/1378, 3-16=-11/358, 4-16=-508/121, 4-14=-561/152,
11-14=-201/1362, 5-11=-276/122, 8-11=-117/581, 9-11=-135/978
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
10=197, 17=286.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710509
J40997
C14
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:04 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-49gPfSO7W1mto5VeyYzTxwegH?iVM?5T?hFv4XzMu2n
2-2-8 5-10-8 7-10-8 13-7-8 19-4-8 WI-3 26-9-6
2-2-8 3-8-0 2-0-0 5-9-0 5-9-0 2-6-11 4-10-3
4x4 —
3x4 = 2x4 11 5x8 = 3x6 = 4x8 = 2x4 11
1-10-8 2,2,8 5-10-8 13-7-8 18-4-8 19-4-$ 21-11-3 26-9-6
1-10-8 0-4-0 3-8-0 7-9-0 4-9-0 1-0-0 2-6-11 4-10-3
Plate Offsets (X,Y)-- [6:0-2-8,0-3-0]
Scale = 1:55.1
to
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)
-0.09 14-16 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.62
Vert(CT)
-0.23 14-16 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.70
Horz(CT)
0.04 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 173 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
6-13: 2x4 SP No.3
10-0-0 oc bracing: 11-13
WEBS 2x4 SP No.3 *Except*
2-17: 2x6 SP No.3, 11-14: 2x4 SP No.2
REACTIONS. (size) 9=Mechanical, 17=0-8-0
Max Horz 17=274(LC 7)
Max Uplift 9=-198(LC 8), 17=-285(LC 8)
Max Grav 9=1106(LC 1), 17=1314(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1457/231, 3-4=-1325/234, 4-5=-1557/293, 5-6=-1533/317, 6-7=-808/225,
7-8=-823/220, 8-9=-1061/219
BOT CHORD 16-17=-300/171, 14-16=-353/1836, 6-11=-120/845, 10-11=-190/1386
WEBS 2-17=-1238/263, 2-16=-210/1415, 3-16=-40/399, 4-16=-805/187, 4-14=-457/132,
5-14=-402/118, 11-14=-257/1577, 6-1 0=-1 073/225, 8-1 0=-1 19/928, 7-10=-63/338
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=198, 17=285.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710510
J40997
C15
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:06 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-OYo9481N2e0b1 Pf04y?xOLkyEoLWquymT?kO9QzMu2i
2-2-8 3-10-8 5-10-8 124-8 18-10-8 21-11-3 24-7-0 26-9-6
2-2-11 1-8-0 2-0-0 6-6-0 6-6-0 3-0-11 2-7-13 2-2-6
Iq
4x4
20 19 17 16
3x4 = 2x4 11 3x8 = 3x6 = 4x8 = 2x4 11
Special
Scale = 1:57.7
4.4 = 2x4 11
11
1-10-8 2 2 83-10-8 8-1-8 12-4-8 17-10-8 8-10- 21-11-3 2 -4 0 26-9-6
1-10-8 0-4-0 1-8-0 4-3-0 4-3-0 5-6-0 1-0-0 3-0-11 0-4- 3 4-5-6
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr NO
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
7-16: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
2-20: 2x6 SP No.3, 14-17: 2x4 SP No.2
REACTIONS. (size) 12=Mechanical, 20=0-8-0
Max Horz 20=301(LC 5)
Max Uplift 12=-217(LC 8), 20=-501(LC 8)
Max Grav 12=1083(LC 1), 20=1250(LC 36)
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TC 0.70
Vert(LL)
-0.13 17-19 >999 240
MT20 244/190
BC 0.77
Vert(CT)
-0.28 17-19 >999 180
WB 0.81
Horz(CT)
0.05 12 n/a n/a
Matrix -MS
Weight: 173 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-15 oc purlins,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
10-0-0 oc bracing: 14-16
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1039/346, 3-4=-959/332, 4-5=-1645/357, 5-7=-1641/369, 7-8=-801/234,
8-9=-748/232, 9-10=-762/257, 10-12=-1040/235
BOT CHORD 19-20=-351/127, 17-19=-568/1923, 7-14=-143/846, 13-14=-266/1532
WEBS 2-20=-1248/421, 2-19=-384/1192, 3-19=-105/352, 4-19=-1276/297, 4-17=-369/255,
5-17=-493/162, 14-17=-344/1686, 7-13=-1167/279, 8-13=-74/324, 10-13=-140/935
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
12=217, 20=501.
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
10) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 85 lb down and 498 lb up at
3-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710510
J40997
C15
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:06 2021 Page 2
ID:?b8eR090C1HXoRKgzpo36wy3oO7-OYo9481N2e0b1 Pf04y?xOLkyEoLWquymT?kO9QzMu2l
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-4=-70, 4-8=-70, 8-9=-70, 9-11=-70, 16-21=-20, 15-16=-20, 12-14=-20
Concentrated Loads (lb)
Vert:19=303(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
City
Ply
Sztankovits Res
T23710511
J40997
D01G
HALF HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:08 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-ywvwVg3eZGGJHjpPBN1P5mpGkc2hlpT3wJD7DJzMu2j
2-0-2 5-5-5 8-10-8 13-7-14 18-5-3
2-0-2 3-5-3 3-5-3 4-9-5 4-9-5
5
Special
4x6 1 x4 I
NAILED NAILED NAILED
3 14 15 4 16
Scale = 1:32.4
NAILED 3x8 =
17 5
3x4 = 2x4 II bx0 = 4x1U — sxn II
Special
1-10-8 2 2 8-10-8 13-7-14 18-5-3
1-10-8 0- -11 6-10-6 4-9-5 4-9-5
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 0.83
Vert(LL)
0.09
9-10
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.73
Vert(CT)
-0.12
9-10
>999
180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.74
Horz(CT)
0.02
6
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 101 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* BOT CHORD
2-10: 2x6 SP No.3
REACTIONS. (size) 6=Mechanical, 10=0-3-5
Max Horz 10=135(LC 25)
Max Uplift 6=-520(LC 8), 10=-531(LC 8)
Max Grav 6=1623(LC 1), 10=1488(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2015/617, 3-4=-1527/486, 4-5=-1527/486, 5-6=-1492/483
BOT CHORD 7-9=-606/1776
WEBS 2-10=-1394/427, 2-9=-428/1591, 3-9=-101/419, 3-7=-332/155, 4-7=-702/240,
5-7=-622/1953
Structural wood sheathing directly applied or 2-8-10 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
7-6-6 oc bracing: 7-9.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; porch left and right
exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
6=520, 10=531.
10) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 317 lb down and 219 lb up at
8-10-8 on top chord, and 445 lb down and 76 lb up at 8-10-8 on bottom chord. The design/selection of such connection device(s)
is the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710511
J40997
D01G
HALF HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:08 2021 Page 2
ID:?b8eR090C1HXoRKgzpo36wy3oO7-ywvwVg3eZGGJHjpPBN1P5mpGkc2hlpT3wJD7DJzMu2j
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-5=-70, 6-11=-20
Concentrated Loads (lb)
Vert: 3=-200(F) 9=-360(F) 14=-123(F) 15=-119(F) 16=-119(F) 17=-119(F) 18=-105(F) 19=-107(F) 20=-107(F) 21=-107(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
Sztankovits Res
T23710512
J40997
D02
HALF HIP
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:08 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-ywvwVg3eZGGJHjpPBN1P5mpHuc441s93wJD7DJzMu2j
2-0-2 6-5-5 10-10-8 18-5-3
6x6 — Scale = 1:33.1
3x8 =
13
3x4 = 3x8 = -"" 2x4 11
1-10-8 2-pr2
10-10-8
18-5-3
1-10-8 0-1-'11
8-10-6
7-6-11
Plate Offsets (X,Y)-- [4:0-3-0,0-2-4]
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 0.75
Vert(LL) 0.16
8-9 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.64
Vert(CT) -0.23
8-9 >837 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.57
Horz(CT) 0.01
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 99 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
2-9: 2x6 SP No.3
REACTIONS. (size) 6=Mechanical, 9=0-3-5
Max Horz 9=165(LC 8)
Max Uplift 6=-365(LC 8), 9=-411(LC 8)
Max Gram 6=721(LC 1), 9=925(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 3-4=-775/361, 4-5=-663/360, 5-6=-656/309
BOT CHORD 8-9=-435/773
WEBS 2-9=-299/98, 3-9=-869/273, 5-8=-405/736
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; 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) Provide adequate drainage to prevent water ponding.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
6=365, 9=411.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710513
J40997
D03
HALF HIP
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2-0-2 7-5-5
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:09 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-Q7TIjA4GKZOAutObl5Yed_MV40001 LyC9zygmlzMu2i
12-10-8 18-5-3
5-5-3 5-6-11
4x6 =
5.00 12
15
4x4 =
11 3x4 = 7
3x4 = 2x4 4x4 = 3x8 = 2x4
Scale = 1:35.6
1-10-8 2- 2 7-5-5
12-10-8
18-5-3
1-10-8 0- -11 5-5-3
5-5-3
5-6-11
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL) 0.04
8-10 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.34
Vert(CT) -0.06
8-10 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.41
Horz(CT) -0.01
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 106 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
2-11: 2x6 SP No.3
REACTIONS. (size) 7=Mechanical, 11=0-3-5
Max Horz 11=195(LC 8)
Max Uplift 7=-375(LC 8), 11=-401(LC 8)
Max Grav 7=721(LC 1), 11=925(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-972/401, 3-5=-608/258, 5-6=-486/265, 6-7=-672/332
BOT CHORD 8-10=-484/832
WEBS 2-11=-827/316, 2-10=-298/833, 3-8=-397/253, 6-8=-373/681
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; 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) Provide adequate drainage to prevent water ponding.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
7=375, 11=401.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710514
J40997
D04
HALF HIP
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2-0-2 8-5-5
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:10 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-uJ 1 gwW4u5tW 1 WOzoJo4tABuh IQp5migLOdiDIBzMu2h
14-10-8 18-4-4
5.00 12 4x6 — 3x6 — Scale = 1:39.3
4 II
3x4 = 2x4 11 4x4 —
'xy
3x8 —
1-10-8 2-pr2 8-5-5
14-10-8
18-4-4
1-10-8 0-i-'11 6-5-3
6-5-3
3-5-12
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 0.44
Vert(LL) 0.07
8-10 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.41
Vert(CT) -0.09
8-10 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.63
Horz(CT) -0.01
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 117 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
6-7,2-11: 2x6 SP No.3
REACTIONS. (size) 7=0-9-8, 11=0-3-5
Max Horz 11=225(LC 8)
Max Uplift 7=-383(LC 8), 11=-386(LC 8)
Max Grav 7=714(LC 1), 11=918(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-966/371, 3-5=-428/150, 5-6=-302/168, 6-7=-695/368
BOT CHORD 8-10=-478/817
WEBS 2-11=-817/293, 2-10=-235/765, 3-8=-586/354, 6-8=-380/679
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; 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) Provide adequate drainage to prevent water ponding.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
7=383, 11=386.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710515
J40997
D05
HALF HIP
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2-0-2
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:11 2021 Page 1
ID:?b8eRO90C1 HXoRKgzpo36wy3oO7-MVb27s5WsBeu8AX_tWb6jPRgWp70V7jVcHRngezMu2g
8-10-1 16-4-4
6-9-15 7-6-3
5.00 12
9 6
4x4 = 3x4 =
3x4 = 2x4 3x6 =
Scale = 1:41.2
1-10-8 2- 2
1-10-8 0- -11
8-10-1
6-9-15
16-3-14
7-5-13
16 -4
0-0-6
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 0.54
Vert(LL) 0.08
6-8 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.47
Vert(CT) -0.12
6-8 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.90
Horz(CT) -0.01
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 95 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 `Except`
5-6,2-9: 2x6 SP No.3
REACTIONS. (size) 6=0-9-8, 9=0-3-5
Max Horz 9=244(LC 8)
Max Uplift 6=-355(LC 8), 9=-329(LC 8)
Max Grav 6=622(LC 1), 9=829(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-800/262
BOT CHORD 8-9=-268/129, 6-8=-393/661
WEBS 2-9=-728/235, 2-8=-126/596, 3-6=-710/423
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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)
6=355, 9=329.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710516
J40997
D06G
ROOF SPECIAL GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
4-1-14
4-1-14
1 6x8
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:12 2021 Page 1
ID:?b8eRO90C1 HXoRKgzpo36wy3oO7-ri9QLB68dUmlIK6AQD6LFc_wWDT8EZRerxBKN4zMu2f
8-0-5 13-3-0
3-10-6 5-2-11
9 4x6 =
I�
0
Scale = 1:40.2
8 SUH24 HUS26 HUS26 Special
3xl0 II 10x10 = 10x10 = 5x12 11
SUH24 Special HUS26 6xl0 =
4-1-14 8-0-5 13-3-0
4-1-14 3-10-6 5-2-11
Plate Offsets (X,Y)--[2:0-1-12,0-1-8],[4:0-3-12,0-3-0],[5:0-4-4,0-3-8],[5:0-0-14,0-0-2],[6:0-5-0,0-6-0],[7:0-3-8,0-5-12]
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 0.84
Vert(LL) -0.08 6-7 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.50
Vert(CT) -0.18 6-7 >851 180
BCLL 0.0 *
Rep Stress Incr NO
WB 1.00
Horz(CT) 0.00 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 254 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-14 oc purlins,
BOT CHORD 2x8 SP SS except end verticals.
WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or
10-0-0 oc bracing.
1-8: 2x8 SP No.3, 4-5: 2x6 SP No.3, 1-7,4-6: 2x4 SP No.2
OTHERS 2x8 SP No.2
REACTIONS. (size) 8=0-8-0, 9=0-5-2
Max Horz 8=-116(LC 8)
Max Uplift 8=-1455(LC 8), 9=-1299(LC 8)
Max Grav 8=4904(LC 1), 9=6305(LC 2)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-8=-4708/1316, 1-2=-4274/1146, 2-3=-7880/1756, 3-4=-7104/1552, 4-5=-375/2252
BOT CHORD 6-7=-963/3908, 5-6=-354/1737
WEBS 1-7=-2007/7307, 2-7=-2722/588, 2-6=-952/5102, 3-6=-3185/753, 4-6=-1490/6707,
4-9=-6455/1331
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 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; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
Joaquin Velez PE No.fi8182
8=1455, 9=1299.
MiTek USA, Inc. FL Cent 6634
10) Use USP SUH24 (With 4-16d nails into Girder & 2-1 Od x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at
6904 Parke East Blvd, Tampa FL 33610
2-2-4 from the left end to 4-2-4 to connect 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 at 6-2-4 from the left end to connect
April 26,2021
truss(es) to front face of bottom chord. skewed 0.0 dea.to the left. slooina 0.0 dea. down
Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Cordwmp&aa PB@% ?nly with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek®
is always required for stability and to prevent collapse 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
Sztankovits Res
T23710516
J40997
D06G
ROOF SPECIAL GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:12 2021 Page 2
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-ri9QLB68dUmlIK6AQD6LFc_wWDT8EZRerxBKN4zMu2f
NOTES-
12) 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 7-7-4 from the left end to 9-7-4 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) 1888 lb down and 326 lb up at 5-7-4, and 1870 lb down and 342 lb up
at 11-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-4=-70, 5-8=-20
Concentrated Loads (lb)
Vert:7=-701(F) 10=-701(F) 11=-1714(13)12=-1603(F)13=-1714(B) 14=-1714(B)15=-1691(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
Sztankovits Res
T23710517
J40997
D07
MONOPITCH
11
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2-0-2
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:13 2021 Page 1
ID:?b8eRO9OC1 HXoRKgzpo36wy3oO7-JujpYX7mOoucNUhM_wdaogW92dowzAYo4bwtvWzMu2e
9-6-9 17-4-8
7-6-7 7-9-15
5.00 12
3x4 =
2x4 11 4x4 = 3x4 = 3x6 =
Scale = 1:43.6
1-10-8 2- 2
1-10-8 0- -11
9-6-9
7-6-7
17-4-8
7-9-15
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 0.60
Vert(LL) 0.11
6-8 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.53
Vert(CT) -0.14
6-8 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.31
Horz(CT) -0.01
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 101 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 `Except`
WEBS
1 Row at midpt 3-6
5-6,2-9: 2x6 SP No.3
REACTIONS. (size) 6=0-8-0, 9=0-3-5
Max Horz 9=333(LC 7)
Max Uplift 6=-327(LC 5), 9=-401(LC 8)
Max Grav 6=669(LC 1), 9=874(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-864/384
BOT CHORD 8-9=-408/230, 6-8=-405/711
WEBS 2-9=-770/299, 2-8=-190/586, 3-8=-145/262, 3-6=-771/438
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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)
6=327, 9=401.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710518
J40997
E01G
ROOF SPECIAL GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:15 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-FHgZzD8lwP8Kcod6Lf2tFcX2RTdROR5XuP_zPzMu2c
2-7-0 3-1-6 ' 1-3-10 ' 4-4-0 4-5-0 2-3-0 2-2-8
18
2x4 11 2x4 11
5.00 12
5x5 — Special
Special Special 4x4 =
4x4 = 3 23 4
Special
82x4 II
1-7-0 2-7-0 5-8-6 6-6-0 -0- 11-4-0 15-9-0 18-0-0 1 -4 0 20-2-8
1-7-0 1-0-0 3-1-6 0-9-10 -6- 4-4-0 4-5-0 2-3-0 -4- 1- 0-8
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr NO
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
14-16: 2x4 SP No.3, 6-8: 2x6 SP No.3
WEBS 2x4 SP No.3 *Except*
1-18: 2x6 SP No.3
REACTIONS. (size) 18=0-8-0, 8=0-8-0
Max Horz 18=-166(LC 6)
Max Uplift 18=-364(LC 4), 8=-389(LC 8)
Max Grav 18=1463(LC 30), 8=1737(LC 30)
Scale = 1:35.7
7 Io �o
3x4 =
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TC 0.50
Vert(LL)
0.07 11-13 >999 240
MT20 244/190
BC 0.58
Vert(CT) -0.16 11-13 >999 180
WB 0.54
Horz(CT)
0.06 8 n/a n/a
Matrix -MS
Weight: 224 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing: 16-18,7-8.
10-0-0 oc bracing: 6-10
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 17-18=-1420/362, 1-17=-1404/385, 1-2=-2848/743, 2-3=-3156/831, 3-4=-2799/768,
4-5=-3025/804, 5-6=-3002/749
BOT CHORD 11-13=-637/2725, 10-11=-628/2715, 6-10=-630/2723, 6-8=-1675/428
WEBS 1-13=-771/3003, 2-13=-1330/368, 3-13=-45/554, 4-11=-27/532, 5-11=-344/385
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; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
18=364,8=389.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 406 lb down and 244 lb up at
7-0-0, 174 lb down and 121 lb up at 9-0-12, and 174 lb down and 121 lb up at 9-3-4, and 406 lb down and 244 lb up at 11-4-0 on
top chord, and 272 lb down and 97 lb up at 7-0-0, 84 lb down at 9-0-12, and 84 lb down at 9-3-4, and 272 lb down and 97 lb up at
11-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710518
J40997
E01G
ROOF SPECIAL GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:15 2021 Page 2
ID:?b8eR090C1HXoRKgzpo36wy3oO7-FHgZzD8lwP8Kcod6Lf2tFcX2RTdROR5XuP_zPzMu2c
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-70, 2-3=-70, 3-4=-70, 4-6=-70, 6-7=-70, 16-18=-20, 15-16=-20, 6-14=-20, 8-9=-20, 8-19=-20
Concentrated Loads (lb)
Vert: 3=-217(F) 4=-217(F) 11=-205(F) 23=-264(F) 24=-205(F) 25=-99(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
Sztankovits Res
T23710519
J40997
E02
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2-7-0 4-0-15 7-8-6
2-7-0 1-5-15 3-7-7
1x4 II 4x4 =
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:16 2021 Page 1
ID:?b8eRO90C1 HXoRKgzpo36wy3oO7-jTOxBZ9fhjHBExQxf3BHQS8iSggPAV_EmY9YWrzMu2b
9-4-0 15-9-0 18-0-0 20-2-8
-7-10 6-5-0 2-3-0 2-2-8
4x6 =
Scale = 1:36.4
18 a 82x4 11 3x4 =
2x4 11 2x4
1-7-0 2-7-0 4-0-15 7-8-6 9-4-0 10-
15-9-0
18-0-0 1 -4 0 20-2-8
1-7-0 1-0-0 1-5-15 3-7-7 1-7-10 6-
5-11-0
2-3-0 -4- 1-10-8
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)
-0.05 10-12 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.55
Vert(CT)
-0.14 10-12 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.39
Horz(CT)
0.05 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 118 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied.
Except:
14-16: 2x4 SP No.3, 6-8: 2x6 SP No.3
10-0-0 oc bracing: 6-10
WEBS 2x4 SP No.3 *Except*
1-18: 2x6 SP No.3
REACTIONS. (size) 18=0-8-0, 8=0-8-0
Max Horz 18=-205(LC 6)
Max Uplift 18=-136(LC 8), 8=-162(LC 8)
Max Gram 18=811(LC 1), 8=1055(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 17-18=-780/135, 1-17=-742/152, 1-2=-785/173, 2-3=-785/173, 4-5=-1145/214,
5-6=-1614/258, 3-4=-1043/225
BOT CHORD 12-13=-86/1072, 10-12=-185/1466, 6-10=-187/1470, 6-8=-996/202
WEBS 1-1 3=-1 70/963, 2-13=-293/108, 3-13=-383/77, 4-12=-27/452, 5-12=-520/122,
3-12=-267/76
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
18=136, 8=162.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710520
J40997
E03
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:17 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-BfyJOvAHS1P1s5?8DmiWyghowE8JvwuN?Cu52HzMu2a
2-7-0 4-0-0 8-7-10 11-9-8 15-9-0 18-0-0 20-2-8
2-7-0 1-5-0 4-7-10 3-1-14 3-11-8 2-3-0 2-2-8
Scale = 1:37.0
3x10 = 4x8 M18SHS =
19
5 9
I .
15 / 62x4 11 3x4 =
2x4 11 2x4
1-7-0 2-7-0 4-0-0 7-10-0 8-7-10 15-9-0 t8-0-0 1 -4 0 20-2-8
1-7-0 1-0-0 1-5-0 3-10-0 0-9-10 7-1-6 2-3-0 -4- 1-10-8
Plate Offsets (X,Y)-- [2:0-4-8,0-2-0]
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 0.80
Vert(LL) -0.07
9-11 >999 240
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.63
Vert(CT) -0.16
8-9 >999 180
M18SHS
244/190
BCLL 0.0 *
Rep Stress Incr YES
WB 0.54
Horz(CT) 0.06
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 112 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied.
Except:
11-13: 2x4 SP No.3, 4-6: 2x6 SP No.3
10-0-0 oc bracing: 4-8
WEBS 2x4 SP No.3 *Except*
1-15: 2x6 SP No.3
REACTIONS. (size) 15=0-8-0, 6=0-8-0
Max Horz 15=-228(LC 6)
Max Uplift 15=-143(LC 4), 6=-161(LC 8)
Max Grav 15=811(LC 1), 6=1055(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 14-15=-752/149, 1-14=-702/178, 1-2=-931/217, 2-3=-1105/203, 3-4=-1626/259
BOT CHORD 11-14=0/295, 8-9=-187/1476, 4-8=-189/1480, 4-6=-996/201
WEBS 1-9=-173/907, 3-9=-587/139
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
15=143, 6=161.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Clty
Ply
Sztankovits Res
T23710521
J40997
E04
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:19 2021 Page 1
ID:?b8eRO9OC1HXoRKgzpo36wy3oO7-7244pbBX_efl5P9WLBk_15mE?2oDNsTgSWNC6AzMu2Y
2-7-0 6-7-10 11-11-10 15-9-0 18-0-0 20-2-8
2-7-0 4-0-10 5-4-0 3-9-6 2-3-0 2-2-8
3x8 = 5x5 = 5.0012 Scale = 1:39.4
1 21 2
17 —
2x4 11 2x4 11
82x4 11
3x4 =
1-7-0 2-7-0 5-10-0 7-10
15-9-0
18-0-0 1 -4 0 20-2-8
1-7-0 1-0-0 3-3-0 -9-10
9-1-6
2-3-0 0-4- 1-10-8
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)
-0.14 10-12 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.73
Vert(CT)
-0.31 10-12 >694 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.41
Horz(CT)
0.06 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 118 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
13-15: 2x4 SP No.3, 6-8: 2x6 SP No.3
10-0-0 oc bracing: 6-10
WEBS 2x4 SP No.3 *Except*
1-17: 2x6 SP No.3
REACTIONS. (size) 17=0-8-0, 8=0-8-0
Max Horz 17=-266(LC 6)
Max Uplift 17=-143(LC 4), 8=-159(LC 8)
Max Gram 17=811(LC 1), 8=1055(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 16-17=-776/143, 1-16=-735/167, 1-2=-710/186, 2-4=-845/172, 4-5=-1532/227,
5-6=-1576/189
BOT CHORD 10-12=-141/1199, 6-10=-113/1402, 6-8=-996/199
WEBS 1-12=-145/831, 4-12=-567/175, 4-10=0/416
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
17=143, 8=159.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710522
J40997
E05
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2-7-0 4-7-10 9-9-8
2-7-0 2-0-10 5-1-1,
3x4 11 5x5 = 5.00 12
1 0
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:20 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-cEeSOxC91yncjZkjuvFDaIJMgS8C6ENghA71fczMu2X
15-9-0 18-0-0 20-2-8
5-11-8 2-3-0 2-2-8
17 1. 4x8 = 9 8 3x4 =
2x4 11 3x4 11 2x4 11
1-7-0 2-7-0 3-10-0 -7-1 9-9-8 15-9-0 18-0-0 1 -4 0 20-2-8
1-7-0 1-0-0 1-3-0 -9-1 5-1-14 5-11-8 2-3-0 0-4- 1-10-8
Plate Offsets (X,Y)-- [13:0-0-8,0-1-8]
Scale = 1:43.1
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 0.63
Vert(LL)
-0.21 12-13 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.75
Vert(CT)
-0.36 12-13 >592 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.75
Horz(CT)
0.10 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 122 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
13-15: 2x4 SP No.3, 6-8: 2x6 SP No.3
10-0-0 oc bracing: 6-10
WEBS 2x4 SP No.3 *Except*
1-17: 2x6 SP No.2
REACTIONS. (size) 17=0-8-0, 8=0-8-0
Max Horz 17=-304(LC 6)
Max Uplift 17=-143(LC 4), 8=-157(LC 8)
Max Grav 17=1003(LC 14), 8=1255(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 16-17=-849/163, 2-4=-1428/295, 4-5=-1401/207, 5-6=-1800/242
BOT CHORD 15-17=-276/27, 13-16=0/774, 12-13=0/595, 10-12=-165/1618, 6-10=-167/1623,
6-8=-1139/197
WEBS 2-16=-767/178, 2-12=-185/1116, 4-12=-434/179, 5-12=-421/102
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
17=143, 8=157.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710523
J40997
E06
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:21 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-4QCgEGDnVFvTKjlvScmS7WsR7rUorh3zwgsJB2zMu2W
2-7-0 2-7 10 9-2-0 15-9-0 18-0-0 20-2-8
2-7-0 l -10 6-6-6 6-7-0 2-3-0 2-2-8
5x5 = 5.00 L12
2
2x4 11 3x4 11 2x4 11 3x4 =
3x4 =
2-7-10
1-7-0 2-7-0 9-2-0 15-9-0 18-0-0 1 -4 0$ r 20-2-8
1-7-0 1-0-0 6-6-6 6-7-0 2-3-0 pL4 b 1-10-8
Scale = 1:47.1
Plate Offsets (X,Y)-- [13:0-0-8,0-1-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.98
Vert(LL) -0.18 12-13 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.72
Vert(CT) -0.31 12-13 >695 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.72
Horz(CT) 0.11 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 127 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2
TOP CHORD
BOT CHORD
2x4 SP No.2 *Except*
BOT CHORD
13-15: 2x4 SP No.3, 6-8: 2x6 SP No.3
WEBS
2x4 SP No.3 *Except*
WEBS
1-17: 2x6 SP No.3
REACTIONS.
(size) 17=0-8-0, 8=0-8-0
Max Horz 17=-342(LC 6)
Max Uplift 17=-144(LC 8), 8=-155(LC 8)
Max Grav 17=1047(LC 14), 8=1253(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD
16-17=-905/162, 2-4=-1380/309, 4-5=-1335/202, 5-6=-1830/235
BOT CHORD
13-16=0/555, 12-13=0/431, 10-12=-161/1646, 6-10=-163/1651, 6-8=-1136/195
WEBS
2-12=-247/1292, 4-12=-522/215, 5-12=-515/106, 2-16=-790/206
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 6-10
1 Row at midpt 1-17
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
17=144, 8=155.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710524
J40997
E07
Roof Special
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
7-0-14
6-5-4
1
4x4 II 5.00112
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:22 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-YdICRcEQGZ1 Kyst5OJHhfjOkWFptaA268UcsjVzMu2V
13-6-2 20-2-8
6-5-4 6-8-6
3x8 = 3x4 = 3x6 = 3x6 = 3x4 =
9-1-12 18-0-0 1$-4 0 20-2-5
9-1-12 8-10-4 0-4-0 1-10-8
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr YES
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except*
1-10,5-7: 2x6 SP No.3
REACTIONS. (size) 10=0-8-0, 7=0-8-0
Max Horz 10=-302(LC 8)
Max Uplift 10=-217(LC 8), 7=-109(LC 8)
Max Gram 10=982(LC 14), 7=1139(LC 14)
Scale = 1:49.8
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TC 0.49
Vert(LL) -0.19
9-10 >999 240
MT20 244/190
BC 0.80
Vert(CT) -0.32
9-10 >657 180
WB 0.61
Horz(CT) 0.02
7 n/a n/a
Matrix -AS
Weight: 121 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD
Rigid ceiling directly applied.
WEBS
1 Row at midpt 1-10, 2-10
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1042/59
BOT CHORD 9-10=0/686, 7-9=-31/997
WEBS 2-10=-963/245, 2-9=-12/488, 4-7=-1156/99
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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, with BCDL = 10.Opsf.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
10=217, 7=109.
6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710525
J40997
E08
ROOF SPECIAL
10
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:23 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-OpJafyE2lt9BaOSHa1pwCxxgkf98JeOGN8LPFxzMu2U
6-7-7 12-11-6 19-6-14
6-7-7 6-3-15 6-7-8
Scale = 1:48.7
.900 112
6 I0
0
10 7
3x6 = 3x4 = 3x4 = 3x6 = 3x4 =
8-9-15 17-4-6 178619614
8-9-15 8-6-7
Plate Offsets (X,Y)-- [1:0-0-13,0-1-8)
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 0.78
Vert(LL) -0.20
9-10 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.80
Vert(CT) -0.34
9-10 >599 180
BCLL 0.0
Rep Stress Incr YES
WB 0.56
Horz(CT) 0.02
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 110 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midpt 1-10,
2-10
5-7: 2x6 SP No.3
REACTIONS. (size) 10=Mechanical, 7=0-8-0
Max Horz 10=-377(LC 6)
Max Uplift 10=-151(LC 8), 7=-166(LC 8)
Max Gram 10=965(LC 14), 7=1096(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-975/178
BOT CHORD 9-10=0/717, 7-9=-118/932
WEBS 2-10=-942/218, 2-9=-17/487, 4-7=-1099/209
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
10=151,7=166.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710526
J40997
E09
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
1-11-13 7-9-0
1-11-13 5-9-3
4x4 = 4x4
1 1 5.00 112
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:24 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-U?tzslFgoAH2CA1U7kK9k8T3U3YK21UPco5zoNzMu2T
13-6-2 19-6-14
3x4 11 3x8 = 3x4 = 3x4 = 3x6 = 3x4 =
Scale = 1:44.6
1-11-13 9-8-2
17-4-6 1 7-8 6 19-6-14
1-11-13 7-8-5
7-8 4 0-4- 1-10-8
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)
-0.07 10-11 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.54
Vert(CT)
-0.16 10-11 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.80
Horz(CT)
0.02 8 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 127 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
WEBS
1 Row at midpt 1-12
6-8: 2x6 SP No.3
REACTIONS. (size) 12=Mechanical, 8=0-8-0
Max Horz 12=-342(LC 6)
Max Uplift 12=-149(LC 8), 8=-168(LC 8)
Max Gram 12=788(LC 14), 8=986(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-788/197, 2-3=-327/127, 3-5=-877/184
BOT CHORD 11-12=-145/266, 10-11=-28/665, 8-10=-116/813
WEBS 1-11=-142/814, 3-11=-687/199, 3-10=0/330, 5-8=-1065/200
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
12=149, 8=168.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Clty
Ply
Sztankovits Res
T23710527
J40997
E10
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:25 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-yCRL4eGIZUPvpKcghSrOHMODzTwFnVCZgSgWKgzMu2S
4-1-14 10-9-2 17-4-6 19-6-14
4-1-14 6-7-4 6-7-4 2-2-8
4x4 = 4x6 = 5.00112
1 9
6
I9
0
111 3x8 = 4x4 = 3x4 = 72x4 11 3x4
2x4 =
Scale = 1:39.8
4-1-14 10-9-2
17-4-6
1 -8 6 19-6-14
4-1-14 6-7-4
6-7-4
0 4- 1-10-8
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) -0.04
9-10 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.43
Vert(CT) -0.10
9-10 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.71
Horz(CT) 0.01
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 118 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
5-7: 2x6 SP No.3
REACTIONS. (size) 11=Mechanical, 7=0-8-0
Max Horz 11=-301(LC 6)
Max Uplift 11=-148(LC 4), 7=-170(LC 8)
Max Gram 11=762(LC 14), 7=986(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-734/175, 1-2=-368/170, 2-4=-502/152, 4-5=-1029/198
BOT CHORD 9-10=-88/873
WEBS 1-10=-139/743, 4-10=-624/174, 5-9=-87/848, 5-7=-880/220
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
11=148, 7=170.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710528
J40997
Ell
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
6-1-14
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:26 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-QO?jH_HwKoXmRUBsF9MdgZZNjsHLW2si36a4sGzMu2R
11-9-2 17-4-6 19-6-14
5-7-4 5-7-4 2-2-8
4x4 = 5x5 = 5.00112
1 15 2
Scale = 1:36.2
6
0
0
11 3x4 = 72x4 3x4 =
2x4 3x8 = 4x4
6-1-14 11-9-2
17-4-6
1 -8 6 19-6-14
6-1-14 5-7-4
5-7-4
-4- 1-10-8
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 0.60
Vert(LL)
-0.03 10-11 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.38
Vert(CT)
-0.07 10-11 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.36
Horz(CT)
0.01 7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 112 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
5-7: 2x6 SP No.3
REACTIONS. (size) 11=Mechanical, 7=0-8-0
Max Horz 11=-263(LC 6)
Max Uplift 11=-148(LC 4), 7=-172(LC 8)
Max Gram 11=762(LC 1), 7=986(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-11=-706/172, 1-2=-536/188, 2-4=-663/176, 4-5=-1016/200
BOT CHORD 8-10=-98/871
WEBS 1-10=-139/734, 4-10=-432/130, 5-8=-108/897, 5-7=-883/211
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
11=148, 7=172.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710529
J40997
E12
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
7-11-14
7-11-14
3x8 = 4x8 M18SHS =
13
3x4 11
3x8 —
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:26 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-QO?j H_HwKoXmRUBsF9MdgzzJksB8W 1 Ii36a4sGzMu2R
13-7-9 19-6-14
5-7-11 5-11-5
3x6 =
Scale = 1:34.0
5
0
co
0
7-11-14
17-4-6
1 -8 6 19-6-14
7-11-14
9-4-8
4- 1-10-8
Plate Offsets (X,Y)-- [2:0-4-8,0-2-0]
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 0.86
Vert(LL) -0.14
6-8 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.71
Vert(CT) -0.29
6-8 >717 180
M18SHS 244/190
BCLL 0.0 *
Rep Stress Incr YES
WB 0.40
Horz(CT) 0.01
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 105 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
4-6: 2x6 SP No.3
REACTIONS. (size) 9=Mechanical, 6=0-8-0
Max Horz 9=-228(LC 6)
Max Uplift 9=-148(LC 4), 6=-174(LC 8)
Max Gram 9=762(LC 1), 6=986(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 1-9=-693/170, 1-2=-701/200, 2-3=-835/185
BOT CHORD 6-8=-129/795
WEBS 1-8=-144/784, 3-6=-1000/241
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Provide adequate drainage to prevent water ponding.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=148, 6=174.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710530
J40997
E13
COMMON
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
4-4-15 8-6-6
4-4-15 4-1-7
2x4
4x4 =
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:27 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-uaZ5UKIY55fd3em3pftsMn5aLGY3FUwslmJdOizMu2Q
13-10-13 19-6-14
5-4-7 5-8-1
Scale = 1:33.8
6
'16
6
10 3x8 = 3x4 = 7 3x4 =
3x6 = 3x6 =
8-6-6
17-4-6
1 -8 6 19-6-14
8-6-6
8-10-0
4- 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 0.48
Vert(LL) -0.10
7-9 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.67
Vert(CT) -0.20
7-9 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.44
Horz(CT) 0.02
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 101 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
5-7: 2x6 SP No.3
REACTIONS. (size) 10=Mechanical, 7=0-8-0
Max Horz 10=-154(LC 6)
Max Uplift 10=-138(LC 8), 7=-178(LC 8)
Max Gram 10=762(LC 1), 7=986(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-838/198, 3-4=-858/192
BOT CHORD 9-10=-117/814, 7-9=-134/792
WEBS 3-9=-25/344, 2-10=-837/171, 4-7=-1050/245
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
10=138, 7=178.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710531
J40997
E14
COMMON
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
4-4-15
4-4-15
2x4
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:28 2021 Page 1
ID:?b8eRO90C1 HXoRKgzpo36wy3oO7-Nn7TiglAsPnUgnLFMaO5v_elHgtb_wt?XQ3Ax8zMu2P
8-6-6 12-11-10 17-8-6
4-1-7 4-5-4 4-8-12
4x4 —
JXO —
9 3x4 = 6
3x8 — 3x8 =
Scale = 1:32.8
8-6-6
17-8-6
8-6-6
9-2-0
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 0.47
Vert(LL) -0.11
6-8 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.71
Vert(CT) -0.24
6-8 >884 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.46
Horz(CT) 0.02
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 95 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
5-6: 2x6 SP No.3
REACTIONS. (size) 9=Mechanical, 6=0-8-0
Max Horz 9=-153(LC 6)
Max Uplift 9=-141(LC 8), 6=-141(LC 8)
Max Grav 9=780(LC 1), 6=780(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-869/202, 3-4=-874/200, 4-5=-272/63
BOT CHORD 8-9=-122/835, 6-8=-142/892
WEBS 3-8=-47/382, 2-9=-873/177, 4-6=-851/189
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=141, 6=141.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710532
J40997
E15
COMMON
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
4-8-12
4-8-12
3x4
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:29 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-r-cgsvOJpdjvKlxwRwlvKRCBzv4DPjN1814okTbzMu2O
9-2-0 13-7-4 18-4-0
4x4 —
9 3x8 — 4x4 = 6
3x8 3x8 =
Scale = 1:34.0
9-2-0
18-4-0
9-2-0
9-2-0
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 0.28
Vert(LL) -0.11
6-7 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.74
Vert(CT) -0.23
6-7 >944 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.48
Horz(CT) 0.03
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 98 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
1-9,5-6: 2x6 SP No.3
REACTIONS. (size) 9=0-8-0, 6=0-8-0
Max Horz 9=149(LC 7)
Max Uplift 9=-146(LC 8), 6=-146(LC 8)
Max Grav 9=804(LC 1), 6=804(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 1-2=-272/64, 2-3=-927/209, 3-4=-927/209, 4-5=-271/64
BOT CHORD 7-9=-148/939, 6-7=-148/930
WEBS 3-7=-49/410, 2-9=-896/195, 4-6=-896/195
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=146, 6=146.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710533
J40997
E16
COMMON
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:30 2021 Page 1
ID:?b8eRO9OC1HXoRKgzpo36wy3oO7-J9EE7LKR001Bw5UeU?RZ_Pj8SUeMSpcl_kYH?1zMu2N
2-2-8 6-7-8 11-0-8 15-5-12 20-2-8
2-2-8 4-5-0 4-5-0 4-54 4-8-12
Scale = 1:33.6
4x4 =
11 3x6 = 3x4 = 3x6 = 3x4 = 3x6 =
3x4 =
1-10-8 2- 8-1-5
14-0-3
20-2-8
1-10-8 4- 5-10-13
5-10-13
6-2-5
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) -0.03
7-8 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.37
Vert(CT) -0.07
8-10 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.57
Horz(CT) 0.02
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 106 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except*
2-11: 2x6 SP No.3
REACTIONS. (size) 11=0-8-0, 7=Mechanical
Max Horz 11=150(LC 7)
Max Uplift 11=-245(LC 8), 7=-140(LC 8)
Max Grav 11=1014(LC 1), 7=791(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 3-4=-975/230, 4-5=-1019/245
BOT CHORD 10-11 =-1 09/896, 8-10=-53/735, 7-8=-134/944
WEBS 2-11=-277/128, 3-11 =-1 107/221, 4-10=-29/254, 4-8=-54/317, 5-7=-960/157
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
11=245, 7=140.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710534
J40997
F01G
HIP GIRDER
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:32 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-FYM_Y1Lhwelv9PeObQT13gpVnHOkwpfbR2104wzMu2L
1 1-10-8 12-7-01 4-1-1 1 8-4-8 12-7-15 14-2-0 14-10-$ 16-9-0
1 1-10-8 0-8-8 1-6-1 4-3-7 4-3-7 1-6-1 0-8-8 1-10-8
NAILED
Special NAILED
4x4
Special
= _ _
5.00 12 NAILED 3x8 NAILED 4x4 —
3 25 4 26 5
3x8
2
3x8
6
18
27
28
c 16
10 a
cB
c
cs
s 3:
= = 17
_
x8
_
x 11 9
3x6 —
0
0 2x4
WR —
LX4 11
15
14 NAILED 13 NAILED 12
1x4 II 3x8 = 1x4 II
Special NAILED Special
NAILED
Scale = 1:33.8
1-10-8 2-7-0 4-1-1 8 4-8
12-7-15
14-2-0 14-10-$
16-9-0
1-10-8 0-8-8 1-6-1 4-3-7
4-3-7
1-6-1 0-8-8
1-10-8
Plate Offsets (X,Y)-- [8:0-3-0,0-0-6], [9:0-2-8,0-1-13], [10:0-2-8,0-2-8], [16:0-2-8,0-2-8],
[17:0-2-8,0-1-11], [18:0-3-0,0-0-6]
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 0.24
Vert(LL) -0.01
12-13 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.12
Vert(CT) -0.01
15 >999 180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.09
Horz(CT) 0.00
9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 108 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
2-17,6-9: 2x6 SP No.3
10-0-0 oc bracing: 14-15,11-12.
WEBS 2x4 SP No.3 *Except*
13-16,10-13: 2x4 SP No.2
REACTIONS. (size) 9=0-8-0, 17=0-8-0
Max Horz 17=-48(LC 6)
Max Uplift 9=-279(LC 8), 17=-347(LC 8)
Max Grav 9=496(LC 38), 17=496(LC 39)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-200/255, 5-6=-200/255
BOT CHORD 17-18=-473/354, 2-18=-430/323, 8-9=-473/286, 6-8=-430/286
WEBS 2-16=-258/297, 6-10=-257/298
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
9=279, 17=347.
9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25) toe -nails per NDS guidlines.
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 393 lb up at
4-1-1, and 94 lb down and 393 lb up at 12-7-15 on top chord, and 2 lb down and 30 lb up at 4-1-1, and 2 lb down and 30 lb up at
12-7-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
82
182 Joaquin Velez PE No.fi868
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
MiTek USA, Inc. FL C634
LOAD CASE(S) Standard
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710534
J40997
F01G
HIP GIRDER
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:33 2021 Page 2
ID:?b8eR090C1HXoRKgzpo36wy3oO7-jkwMINMJhxQmnZDC97_Gc2LgXhkzfGukgimxcMzMu2K
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-5=-70, 5-7=-70, 18-19=-20, 11-15=-20, 8-22=-20, 16-17=-20, 9-10=-20
Concentrated Loads (lb)
Vert: 3=218(F) 5=218(F) 14=22(F) 13=45(F) 4=80(F) 12=22(F) 25=40(F) 26=40(F) 27=22(F) 28=22(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
Sztankovits Res
T23710535
J40997
F02
HIP
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
-2-0-0 2-9-2
5.00 12
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:33 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-jkwMINMJhxQmnZDC97_Gc2LZphclfEgkgimxcMzMu2K
9-4-14 12-2-0 14-2-0
5x5 =
4x6 =
3x8 = 8 7
9 3x8 = 2x4 11
2-9-2 9-4-14 12-2-0
2-9-2 6-7-12 2-9-2
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.67
TCDL
15.0
Lumber DOL
1.25
BC 0.63
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.22
BCDL
10.0
Code FBC2020/TP12014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 7=Mechanical, 9=Mechanical
Max Horz 9=-198(LC 6)
Max Uplift 7=-190(LC 8), 9=-190(LC 8)
Max Grav 7=685(LC 1), 9=685(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-4=-283/127, 4-5=-334/130, 2-9=-263/179, 5-7=-714/191
BOT CHORD 8-9=-119/280
WEBS 3-9=-424/139, 5-8=-62/484
DEFL. in (loc) I/deft Ud PLATES GRIP
Vert(LL) -0.16 8-9 >881 240 MT20 244/190
Vert(CT) -0.33 8-9 >434 180
Horz(CT) 0.00 7 n/a n/a
Scale = 1:29.1
Weight: 84 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
7=190, 9=190.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710536
J40997
F03
HIP
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:34 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-BxUlyjNxSFYdOioPjrVV8FugO53dOiVuvMWV8ozMu2J
4-9-2 6-1-0 7-4-14 12-2-0
4-9-2 1-3-14 1-3-14 4-9-2
4x4 — 4x8 — Scale = 1:33.9
5.00 12 ,
4x
8 7 5
9 3x8 — 3x4 — 3x4
2x4 I I 2x4 11
4-9-2 6-1-0
7 4-14
12-2-0
4-9-2 1-3-14
1-3-14
4-9-
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 0.30
Vert(LL) -0.02
5-7 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.16
Vert(CT) -0.03
8-9 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.13
Horz(CT) 0.00
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 86 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 9=Mechanical, 5=Mechanical
Max Horz 9=-197(LC 6)
Max Uplift 9=-97(LC 8), 5=-97(LC 8)
Max Grav 9=534(LC 1), 5=534(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
TOP CHORD 1-2=-395/131, 3-4=-395/131, 1-9=-485/116, 4-5=-485/117, 2-3=-303/144
BOT CHORD 7-8=-80/312
WEBS 1-8=-61/342, 4-7=-62/344
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 5.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710537
J40997
FG01
FLAT GIRDER
1
q
J
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:36 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-8JcVNPPCzsoLeOyngGXzEgz3Wub3sRFAMg?bDhzMu2H
3-8-11 7-3-9 10-10-8 14-5-7 18-0-5 21-9-0
3-8-11 3-6-15 3-6-15 3-6-15 3-6-15 3-8-11
2x4 5x10 = 2x4 11 6x6 = 5x10 = 2x4
Sx8 =
1 17 2 18 19 3 20 21 4 225 23 6 24 25 267
15 14
16
5x6 11 6x8 M18SHS = 2x4 11
13 12
4x10 M18SHS =
5x8 =
11 10
2x4 11 6x8 M18SHS =
Scale = 1:36.4
8x8 =
27 8
9
5x6 11
3-8-11 7-3-9 10-10-8 14-5-7 18-0-5 21-9-0
3-8-11 3-6-15 3-6-15 3-6-15 3-6-15 3-8-11
Plate Offsets (X,Y)-- [5:0-3-0,Edge], [10:0-1-12,0-2-8], [15:0-1-12,0-2-8]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr NO
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
1-16,8-9: 2x8 SP No.3, 1-15,8-10: 2x4 SP No.2
REACTIONS. (size) 16=Mechanical, 9=Mechanical
Max Horz 16=-48(LC 4)
Max Uplift 16=-2631(LC 9), 9=-2179(LC 5)
Max Grav 16=5493(LC 1), 9=4559(LC 1)
CSI.
DEFL. in
(loc) I/deft L/d
PLATES
GRIP
TC 0.71
Vert(LL) 0.60
12 >423 240
MT20
244/190
BC 0.74
Vert(CT) -0.85
12 >300 180
M18SHS
244/190
WB 0.88
Horz(CT) 0.11
9 n/a n/a
Matrix -MS
Weight: 367 lb
FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-8-15 oc purlins,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-16=-5325/2538, 1-2=-12075/5787, 2-3=-12075/5787, 3-4=-22147/10598,
4-6=-22147/10598, 6-7=-12019/5758, 7-8=-12019/5758, 8-9=-4392/2087
BOT CHORD 15-16=-486/945, 14-15=-9336/19484, 12-14=-9336/19484, 11-12=-9312/19452,
10-11 =-9312/19452, 9-1 0=-448/915
WEBS 1-15=-5601/11717, 2-15=-1368/632, 3-15=-7766/3716, 3-12=-1337/2792, 4-12=-1598/734,
6-12=-1357/2825, 6-10=-7792/3726, 7-1 0=-1349/620, 8-1 0=-5591/11690
NOTES-
1) 3-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
16=2631, 9=2179.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710537
J40997
FG01
FLAT GIRDER
1
q
J
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:36 2021 Page 2
ID:?b8eR090C1HXoRKgzpo36wy3oO7-8JcVNPPCzsoLeOyngGXzEgz3Wub3sRFAMg?bDhzMu2H
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 806 lb down and 436 lb up at 0-3-10, 734 lb down and 463 lb up at
1-8-4, 734 lb down and 463 lb up at 3-8-4, 734 lb down and 463 lb up at 5-8-4, 734 lb down and 463 lb up at 7-8-4, 734 lb down and 463 lb up at 9-8-4, 734 lb down and
463 lb up at 11-8-4, 734 lb down and 463 lb up at 13-8-4, 734 lb down and 463 lb up at 15-8-4, and 734 lb down and 463 lb up at 17-8-4, and 734 lb down and 463 lb up
at 19-8-4 on top 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=-70, 9-16=-20
Concentrated Loads (lb)
Vert: 1=-806 2=-734 17=-734 18=-734 20=-734 21=-734 22=-734 23=-734 25=-734 26=-734 27=-734
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
Sztankovits Res
T23710538
J40997
FG03
FLAT GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3-11-10
3-11-10
3x4 11
13 2 14
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:37 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-cV9tblPgkAwCFAX_Oz3CmuWGllztbuTKbJk917zMu2G
7-9-8 11-7-6 15-7-0
3-9-14 3-9-14 3-11-10
Scale = 1:25.7
5x10 = 4x8 = 3x4 10x16 11
15 3 16 4 17 5 18 19 6
12 8x10 = 4x10 M18SHS = 3x4 11 8x10 = 7
3-11-10 7-9-8 11-7-6 15-7-0
3-11-10 3-9-14 3-9-14 3-11-10
Plate Offsets (X,Y)-- [6:0-5-0,0-4-0], [12:0-5-0,0-4-0]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 15.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr NO
BCDL 10.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x6 SP No.2
BOT CHORD 2x6 SP SS
WEBS 2x4 SP No.3 *Except*
1-12,6-7: 2x8 SP No.3, 1-11,6-8: 2x4 SP No.2
REACTIONS. (size) 12=Mechanical, 7=0-6-0
Max Horz 12=44(LC 5)
Max Uplift 12=-1638(LC 9), 7=-1616(LC 9)
Max Grav 12=3878(LC 1), 7=3548(LC 1)
CSI.
DEFL. in
(loc) I/deft L/d
PLATES
GRIP
TC 0.58
Vert(LL) 0.25
9 >729 240
MT20
244/190
BC 0.64
Vert(CT) -0.39
9 >462 180
M18SHS
244/190
WB 0.88
Horz(CT) 0.04
7 n/a n/a
Matrix -MS
Weight: 199 lb
FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-5-15 oc purlins,
except end verticals.
BOT CHORD
Rigid ceiling directly applied or 8-1-10 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-12=-3484/1452, 1-2=-8730/3680, 2-3=-8730/3680, 3-5=-7777/3056, 5-6=-7777/3056,
6-7=-3229/1480
BOT CHORD 11-12=-541/1201, 9-11=-4952/12204, 8-9=-4952/12204, 7-8=-408/1020
WEBS 1-11=-3284/7828, 2-11=-1460/639, 3-11=-3600/1324, 3-8=-4589/1968, 5-8=-857/252,
6-8=-2750/7024
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
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; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
6) All plates are MT20 plates unless otherwise indicated.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
12=1638, 7=1616.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710538
J40997
FG03
FLAT GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:37 2021 Page 2
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-cV9tblPgkAwCFAX_Oz3CmuWGllztbuTKbJk917zMu2G
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 735 lb down and 376 lb up at 0-3-10, 778 lb down and 448 lb up at
2-6-4, 785 lb down and 463 lb up at 4-6-4, 785 lb down and 473 lb up at 6-6-4, 1348 lb down and 593 lb up at 8-6-4, 305 lb down and 174 lb up at 10-4-7, 261 lb down
and 183 lb up at 12-4-7, and 421 lb down and 264 lb up at 14-4-7, and 766 lb down and 543 lb up at 15-3-6 on top 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: 1-6=-70, 7-12=-20
Concentrated Loads (lb)
Vert: 1=-735 6=-662 13=-778 14=-785 15=-785 16=-1348 17=-305 18=-261 19=-421
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
Sztankovits Res
T23710539
J40997
G01G
HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:38 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-4ijFo4QSVU23tK6AyhaRJ53XIiOzKVETgzUiHzzMu2F
3-0-0 6-0-0 8-8-0 10 4-12 12-10-8
3-0-0 3-0-0 2-8-0 1-8-12 2-5-12
10
2x4 11
Special
Special
4x4 =
5.00 12 NAILED 5x5 —
2 14 3
3x8 —
Special
8 7
3x6 = 1x4 II
3-0-0 8-8-0 10-4-12 10 -8 12-10-8
3-0-0 5-8-0 1-8-12 0- -12 2-5-0
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.24
TCDL
15.0
Lumber DOL
1.25
BC 0.26
BCLL
0.0 *
Rep Stress Incr
NO
WB 0.21
BCDL
10.0
Code FBC2020/TP12014
Matrix -MS
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) -0.03 8-9 >999 240 MT20 244/190
Vert(CT) -0.05 8-9 >999 180
Horz(CT) 0.00 7 n/a n/a
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 *Except* BOT CHORD
4-8,1-10: 2x6 SP No.3
REACTIONS. (size) 10=0-8-0, 8=0-8-0, 7=0-1-8
Max Horz 10=-117(LC 6)
Max Uplift 10=-212(LC 8), 8=-273(LC 8), 7=-121(LC 32)
Max Grav 10=487(LC 17), 8=692(LC 1), 7=246(LC 25)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-431/205, 2-3=-367/201, 1-10=-468/190
BOT CHORD 8-9=-169/303
WEBS 3-8=-635/229, 1-9=-206/440
Scale: 1/2"=1'
I9
0
Weight: 69 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
10=212, 8=273, 7=121.
10) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 237 lb down and 177 lb up at
3-0-0, and 228 lb down and 170 lb up at 6-0-0 on top chord, and 119 lb down and 13 lb up at 3-0-0, and 107 lb down and 39 lb up
at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710539
J40997
G01G
HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:38 2021 Page 2
ID:?b8eR090C1HXoRKgzpo36wy3oO7-4ijFo4QSVU23tK6AyhaRJ53XIiOzKVETgzUiHZzMu2F
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-2=-70, 2-3=-70, 3-6=-70, 10-11=-20
Concentrated Loads (lb)
Vert: 2=-91(F) 3=-78(F) 9=-20(F) 14=-68(F) 15=-20(F) 16=19(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
Sztankovits Res
T23710540
J40997
G02
COMMON
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
4-6-0
4x4 =
5.00 12
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:39 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-YuHeOQR4GnAwVUgMW05grJbii6mA3zRd2dDGgOzMu2E
8-5-0 10 4-12 12-10-8
4-2-0 1-8-12 2-5-12
2x4 11 2x4 11 1 x4 11
4-6-0 8-5-0 10-4-12 10 -8 12-10-S
4-6-0 4-2-0 1-8-12 0- -12 2-5-0
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.20
TCDL
15.0
Lumber DOL
1.25
BC 0.14
BCLL
0.0
Rep Stress Incr
YES
WB 0.15
BCDL
10.0
Code FBC2020/TP12014
Matrix -AS
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3 `Except`
3-7,1-9: 2x6 SP No.3
REACTIONS. (size) 9=0-8-0, 7=0-8-0, 6=0-1-8
Max Horz 9=-134(LC 6)
Max Uplift 9=-170(LC 8), 7=-247(LC 8), 6=-63(LC 9)
Max Grav 9=331(LC 1), 7=586(LC 1), 6=221(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-264/163, 2-3=-262/163, 1-9=-289/133
WEBS 3-8=-104/390, 3-7=-539/185
Scale = 1:25.4
I9
0
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) 0.01 8-9 >999 240 MT20 244/190
Vert(CT) -0.01 8-9 >999 180
Horz(CT) -0.00 6 n/a n/a
Weight: 67 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD Rigid ceiling directly applied.
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch
left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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 at joint(s) 6.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb)
9=170, 7=247.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710541
J40997
H01G
HIP GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
1-8-11
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:42 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-yTzmeSTzZiYUMxPxBWeNTxDDnJIIGKZ3lbSwQLzMu2B
5-9-5 7-6-0
Scale = 1:16.3
4x10 11
Special
5.00 12 Special NAILED 6x6 =
6x8 =
rluozo
Special
muJLo
1-8-11 5-9-5 7-6-0
1-8-11 4-0-10 1-8-11
Plate Offsets (X,Y)-- [2:0-5-12,0-2-8], [3:0-3-0,0-2-4], [4:Edge,0-3-14], [5:0-3-0,0-3-12]
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 0.15
Vert(LL)
-0.01
5-6
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.37
Vert(CT)
-0.03
5-6
>999
180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.19
Horz(CT)
0.00
4
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 106 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x8 SP No.2
WEBS
2x4 SP No.3
SLIDER
Left 2x6 SP No.3 -t 2-0-1, Right 2x6 SP No.3 -t 2-0-1
REACTIONS. (size) 1=0-8-0, 4=0-8-0
Max Horz 1=20(LC 31)
Max Uplift 1=-717(LC 8), 4=-71O(LC 8)
Max Grav 1=1723(LC 36), 4=1754(LC 37)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-608/251, 2-3=-1604/634, 3-4=-441/182
BOT CHORD 1-6=-608/1535, 5-6=-644/1647, 4-5=-582/1504
WEBS 2-6=-392/1194, 3-5=-347/1117
NOTES-
1) 2-ply truss to be connected together with 1 Od (0.131 "xY) nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
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 tc
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
7) Provide adequate drainage to prevent water ponding.
8) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a 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.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
1=717, 4=710.
12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
13) 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 1-7-4
from the left end to 5-7-4 to connect truss(es) to front face of bottom chord.
14) Fill all nail holes where hanaer is in contact with lumber
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710541
J40997
H01G
HIP GIRDER
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:42 2021 Page 2
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-yTzmeSTzZiYUMxPxBWeNTxDDnJIIGKZ3lbSwQLzMu2B
NOTES-
15) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 319 lb up at 1-8-11, and 78 lb down and 319 lb up at
5-9-5 on top 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=-70, 2-3=-70, 3-4=-70, 7-13=-20
Concentrated Loads (lb)
Vert: 2=162(B)3=162(B)6=-642(F=-1002,6=360)5=-642(F=-1002, 6=360)19=55(B)20=-948(F=-1002, 13=54)
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
Sztankovits Res
T23710542
J40997
MG01
MONOPITCH GIRDER
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:44 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-vs5X38VD5KoCbFZKIxhrYMITX70gkGaMCvxOVDzMu29
5-0-0
5-0-0
4 4x4 =
2x4
5-0-0
5-0-0
Scale = 1:19.7
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2020/TP12014
CSI.
TC 0.51
BC 0.50
WB 0.03
Matrix -MP
DEFL. in
Vert(LL) -0.04
Vert(CT) -0.09
Horz(CT) -0.00
(loc) I/deft L/d
3-4 >999 240
3-4 >614 180
3 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 32 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc purlins,
BOT CHORD 2x6 SP SS
except end verticals.
WEBS 2x4 SP No.3 *Except*
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
1-4: 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 4=0-8-0
Max Horz 4=130(LC 7)
Max Uplift 3=-214(LC 5), 4=-178(LC 8)
Max Grav 3=867(LC 1), 4=729(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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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=214, 4=178.
7) Use USP SUH24 (With 4-16d nails into Girder & 2-1 Od x 1-1/2 nails into Truss) or equivalent at 1-11-4 from the left end to connect
truss(es) to front face of bottom chord.
8) Use USP SUH24 (With 4-1 Od nails into Girder & 2-1 Od x 1-1/2 nails into Truss) or equivalent at 3-11-4 from the left end to connect
truss(es) to front face of bottom chord.
9) Fill all nail holes where hanger is in contact with lumber.
10) 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 (pli)
Vert: 1-2=-70, 3-4=-20
Concentrated Loads (lb)
Vert: 5=-665(F) 6=-515(F)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710543
J40997
MG02
MONOPITCH GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:45 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-N2evGUWrsdw3DP8WsfC45ZrkiXnATjyVRZhalfzMu28
3-1-8
M TMEEN
2x4 11
4x4 =
Scale: 3/4"=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 0.17
Vert(LL)
-0.00
3-4
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.29
Vert(CT)
-0.01
3-4
>999
180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.02
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 21 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3 *Except* BOT CHORD
1-4: 2x6 SP No.3
REACTIONS. (size) 4=0-8-0, 3=Mechanical
Max Horz 4=94(LC 5)
Max Uplift 4=-40(LC 8), 3=-170(LC 5)
Max Grav 4=242(LC 1), 3=783(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
Structural wood sheathing directly applied or 3-1-8 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) 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 studs spaced at 2-0-0 oc.
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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb)
3=170.
9) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 2-6-12 from the left end to connect
truss(es) to back face of bottom chord, skewed 0.0 deg.to the right, sloping 0.0 deg. down.
10) Fill all nail holes where hanger is in contact with lumber.
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: 1-2=-70, 3-4=-20
Concentrated Loads (lb)
Vert: 5=-777(B)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710544
J40997
MV2
VALLEY
5
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2x3
5.00 112
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.05
TCDL 15.0
Lumber DOL 1.25
BC 0.03
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
REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0
Max Horz 1=-19(LC 8)
Max Uplift 1=-11(LC 8), 2=-14(LC 8)
Max Grav 1=44(LC 1), 2=59(LC 14), 3=25(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:45 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-N2evGUWrsdw3DP8WsfC45ZrmbXrlTjFVRZhalfzMu28
2-0-0
Scale = 1:6.9
2-0-0
2-0-0
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) n/a n/a 999 MT20 244/190
Vert(CT) n/a n/a 999
Horz(CT) 0.00 2 n/a n/a
Weight: 5 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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) 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710545
J40997
MV4
VALLEY
3
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2x3 11
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:48 2021 Page 1
ID:?b8eRO90C1 HXoRKgzpo36wy3oO7-ndK1 uVYj9YJe4st5XnlnjCTCWkrSg4_x7XvEe_zMu25
4-0-0
4-0-0
2x3
Scale = 1:11.1
4-0-0
4-0-0
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 0.32
Vert(LL)
n/a
n/a 999
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.19
Vert(CT)
n/a
n/a 999
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00
2 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
Weight: 13 lb 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
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=4-0-0, 2=4-0-0
Max Horz 3=-60(LC 6)
Max Uplift 3=-27(LC 8), 2=-24(LC 8)
Max Grav 3=148(LC 14), 2=141(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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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) 3, 2.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710546
J40997
MV4A
VALLEY
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:48 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-ndK1uVYj9YJe4st5XnlnjCTFPksFg4Tx7XvEe_zMu25
4-4-8
4-4-8
2x3 = 1x4 11 2x3 II
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.14
Vert(LL)
n/a
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.08
Vert(CT)
n/a
n/a
999
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.03
Horz(CT)
-0.00 4
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
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=44-8, 4=4-4-8, 5=4-4-8
Max Horz 1=82(LC 7)
Max Uplift 1=-3(LC 8), 4=-16(LC 5), 5=-60(LC 8)
Max Grav 1=76(LC 1), 4=73(LC 13), 5=247(LC 13)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
Scale = 1:13.6
PLATES GRIP
MT20 244/190
Weight: 17 lb FT = 20%
Structural wood sheathing directly applied or 4-4-8 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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, 4, 5.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710547
J40997
MV28
Valley
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
M
CS
O
2x4 i
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:46 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-rECHUgWTdx2wgYjiQMjJdnOwAwAsCAUfgDQ7Z6zMu27
2-8-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.12
Vert(LL)
n/a
n/a
999
TCDL 15.0
Lumber DOL
1.25
BC 0.07
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=2-8-0, 2=2-8-0, 3=2-8-0
Max Horz 1=30(LC 8)
Max Uplift 1=-1O(LC 8), 2=-30(LC 8)
Max Grav 1=89(LC 1), 2=73(LC 13), 3=40(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:8.4
PLATES GRIP
MT20 244/190
Weight: 7 lb FT = 20%
Structural wood sheathing directly applied or 2-8-0 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 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.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710548
J40997
MV31
VALLEY
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
LOADING (psf)
SPACING- 2-0-0
CS].
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
TCDL 15.0
Lumber DOL 1.25
BC 0.10
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
REACTIONS. (size) 1=3-1-0, 2=3-1-0, 3=3-1-0
Max Horz 1=-36(LC 8)
Max Uplift 1=-21(LC 8), 2=-27(LC 8)
Max Grav 1=82(LC 1), 2=11O(LC 14), 3=47(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:47 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-JRmfh9X50FAnSily_3EYA_w43KWaxdkoutAh6YzMu26
3-1-0
Scale = 1:9.2
2x3
3-1-0
3-1-0
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) n/a n/a 999 MT20 244/190
Vert(CT) n/a n/a 999
Horz(CT) 0.00 2 n/a n/a
Weight: 8 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins.
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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) 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710549
J40997
MV51
Valley
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
12x4 II
2x4 11
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.62
TCDL 15.0
Lumber DOL 1.25
BC 0.36
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) 3=5-1-0, 2=5-1-0
Max Horz 3=-64(LC 8)
Max Uplift 3=-48(LC 8), 2=-21(LC 8)
Max Grav 3=196(LC 14), 2=189(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:49 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-FpuQ6rZMvsRVhORH5UGOFPOJh87?PXE5MBfnARzMu24
5-1-0
Scale = 1:14.4
2x4
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) n/a n/a 999 MT20 244/190
Vert(CT) n/a n/a 999
Horz(CT) 0.00 2 n/a n/a
Weight: 17 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-1-0 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 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) 3, 2.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710550
J40997
MV71
GABLE
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2x4 11
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:50 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-jOSoJBZ_gAZMJAOUfCoFodYbNYX08ziEarOLitzMu23
7-1-0
5 4
2x4 II 1x4 II 2x4
Scale = 1:18.8
7-1-0
7-1-0
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 0.17
Vert(LL)
n/a
n/a 999
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.10
Vert(CT)
n/a
n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.05
Horz(CT)
0.00
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
Weight: 26 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2
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) 5=7-1-0, 3=7-1-0, 4=7-1-0
Max Horz 5=-94(LC 8)
Max Uplift 5=-24(LC 8), 4=-88(LC 8)
Max Grav 5=99(LC 14), 3=114(LC 1), 4=363(LC 14)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-285/119
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 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) 5, 4.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710551
J40997
FEW
Piggyback
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:50 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-jOSoJBZ_gAZMJAOUfCoFodYZuYWh8zoEarOLitzMu23
4-10-5 9-8-10
4-10-5 4-10-5
I A
4x4 =
6
2x4 = 1x4 II 2x4 =
Scale = 1:18.3
9-8-10
9-8-10
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 0.27
Vert(LL)
0.01
5 n/r 120
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.14
Vert(CT)
0.02
5 n/r 120
BCLL 0.0
Rep Stress Incr YES
WB 0.04
Horz(CT)
0.00
4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
Weight: 28 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=7-6-1, 4=7-6-1, 6=7-6-1
Max Horz 2=-51(LC 6)
Max Uplift 2=-76(LC 8), 4=-76(LC 8), 6=-28(LC 8)
Max Grav 2=218(LC 1), 4=218(LC 1), 6=332(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; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=151t; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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) 2, 4, 6.
8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710552
J40997
PB02
Piggyback
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:51 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-CCOAXXacRThDxKbgDvJUKg5mwxtmtQKOpV8uFJzMu22
4-3-10 9-8-10
4-3-10 5-5-0
Scale = 1:18.6
4x4 — 4x4 =
2x4 =
1x4 II 1x4 II
2x4 =
I0 op
0
9-8-10
9-8-10
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL)
0.01
6 n/r 120
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.09
Vert(CT)
0.01
6 n/r 120
BCLL 0.0 *
Rep Stress Incr YES
WB 0.03
Horz(CT)
0.00
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
Weight: 30 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 7-6-1.
(lb) - Max Horz 2=45(LC 7)
Max Uplift All uplift 100 Ib or less atjoint(s) 2, 5, 8, 7
Max Grav All reactions 250 lb or less at joint(s) 2, 5, 8, 7
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; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=151t; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5, 8, 7.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710553
J40997
PB03
Piggyback
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:52 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-gOZYktbECnp4YTAsmdgjt2eypLEhctLX29tSnlzMu21
9-8-10
9-8-10
Scale = 1:18.6
5.00 12 5x6 3x8 11 5x6
3 4 s
10
2x4 =
9-8-10
9-8-10
Plate Offsets (X,Y)-- [3:0-4-0,0-1-8],[5:0-4-0,0-1-8]
LOADING (psf)
TCLL 20.0
TCDL 15.0
BCLL 0.0
BCDL 10.0
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
YES
Code FBC2020/TP12014
CSI.
DEFL.
in
(loc)
I/defl
L/d
TC 0.11
Vert(LL)
-0.00
6
n/r
120
BC 0.04
Vert(CT)
-0.00
6
n/r
120
WB 0.04
Horz(CT)
0.00
6
n/a
n/a
Matrix-P
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. All bearings 7-6-1.
(lb) - Max Horz 2=-22(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8, 9
Max Grav All reactions 250 lb or less at joint(s) 2, 6, 10, 8 except 9=275(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
2x4 =
PLATES GRIP
MT20 244/190
Weight: 27 Ib FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 6-0-0 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical right exposed; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) Gable requires continuous bottom chord bearing.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8, 9.
9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building
designer.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710554
J40997
V4
VALLEY
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:53 2021 Page 1
&4bffeR090C1HXoRKgzpo36wy3oO7-8a7wyDcsz5xxAdl3KKLyQFA8ZIYRLKDhHpd?JCzMu20
1-10-8 2-1-8 4-0-0
1-10-8 0-3-0 1-10-8
Scale = 1:7.5
5.00 12
2x3 � 2x3
4-0-0
4-0-0
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 0.05
Vert(LL)
n/a
n/a 999
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.14
Vert(CT)
n/a
n/a 999
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
Weight: 10 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.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=-14(LC 6)
Max Uplift 1=-21(LC 8), 3=-21(LC 8)
Max Grav 1=114(LC 1), 3=114(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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
5) Gable requires continuous bottom chord bearing.
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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710555
J40997
ZCJ1
JACK -OPEN
36
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2x3 =
TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED
LOADS AT ITS CANTILEVERED END(S).
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:54 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-cnhl9ZdUkO3nonKFu2sByTjl59u84nTgVTMYsezMu2?
0-11-4
PROVIDE ANCHORAGE, DESIGNED BY OTHERS,
AT BEARINGS TO RESIST MAX. UPLIFT
AND MAX HORZ. REACTIONS
SPECIFIED BELOW.
Scale = 1:7.3
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 0.12
Vert(LL) -0.00 6 n/r 120
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.17
Vert(CT) -0.00 6 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: 3 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 2=Mechanical, 3=Mechanical
Max Horz 2=66(LC 1), 3=-66(LC 1)
Max Uplift 3=-39(LC 8)
Max Grav 3=83(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 0-11-4 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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710556
J40997
ZCJ3
JACK -OPEN
25
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:55 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-4zFhNud6ViBeQxvRSINQVgGlhZD?pDhzk76604zMu2_
2-11-4
2-11-4
2x3 11
Scale = 1:11.5
2-6-8
2-6-8
1 2-11 4
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 0.77
Vert(LL) -0.02
4 >475 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.13
Vert(CT) 0.03
4 >276 180
BCLL 0.0
Rep Stress Incr YES
WB 0.07
Horz(CT) -0.05
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 11 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 5=0-8-0
Max Horz 5=43(LC 8)
Max Uplift 3=-298(LC 1), 5=-202(LC 8)
Max Grav 3=98(LC 8), 5=558(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
WEBS 2-5=-541/196
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
3=298, 5=202.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710557
J40997
ZCJ3A
JACK -OPEN
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2x4 =
TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED
LOADS AT ITS CANTILEVERED END(S).
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:55 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-4zFhNud6ViBeQxvRSINQVgGPeZCUpE8zk76604zMu2_
2-11-4
2-11-4
PROVIDE ANCRORAGE, DESIGNED BY OTHERS,
AT BEARINGS TO RESIST MAX. UPLIFT
AND MAX HORZ. REACTIONS
SPECIFIED BELOW.
1x4 II
Scale = 1:11.5
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) -0.00 6 n/r 120
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.23
Vert(CT) -0.01 3-6 n/r 120
BCLL 0.0 *
Rep Stress Incr YES
WB 0.04
Horz(CT) 0.00 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 11 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.3
BOT CHORD
2x4 SP No.3
WEBS
2x4 SP No.3
REACTIONS.
(size) 3=Mechanical, 2=Mechanical
Max Horz 3=-258(LC 1), 2=258(LC 1)
Max Uplift 3=-118(LC 8)
Max Grav 3=251(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-133/309
BOT CHORD 1-3=-258/140
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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=118.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710558
J40997
ZCJ3B
JACK -OPEN
8
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:56 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-Y9p3aEeIGOJV15Ud?Suf1uoTryZPYhz7znrfvXzMulz
1-10-8 2-11 4
1-10-8 1-0-12
Scale = 1:13.5
In
0
1-10-8
1-10-8
2-11-4
1-0-12
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 0.81
Vert(LL) -0.00
5 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.19
Vert(CT) -0.00
5 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.09
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 11 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.3 *Except*
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
2-5: 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 5=0-8-0
Max Horz 5=43(LC 8)
Max Uplift 3=-273(LC 1), 5=-159(LC 8)
Max Grav 3=50(LC 8), 5=518(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
BOT CHORD 4-5=-518/159, 2-4=-525/141
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Bearing at joint(s) 5 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) except Qt=lb)
3=273, 5=159.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710559
J40997
ZCJ3C
JACK -OPEN
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:57 2021 Page 1
I D:?b8eR090C 1 HXoRKgzpo36wy3oO7-OMNRnafN 1 JRMfF3gZAQua5LiFMwAH8DGBRbDRzzMu 1 y
1-10-0 2-11-4
1-10-0 1-1-4
0
T
0
Scale = 1:8.9
2x4 —
1-10-0
1-10-0
5 5x6
2x4 II 1 2-3-12 2-11-4
0-5-12 _8
LOADING 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 0.45
Vert(LL)
0.01 4 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.09
Vert(CT)
0.01 4 >999 180
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 -MR
Weight: 11 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.3 *Except*
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
2-4: 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 2=0-5-4
Max Horz 2=43(LC 8)
Max Uplift 3=-55(LC 13), 2=-61(LC 8)
Max Grav 3=14(LC 8), 2=319(LC 13)
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) 3, 2.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710560
J40997
ZCJ5
JACK -OPEN
11
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:57 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-OMN RnafN 1 J RMfF3gZAQua5LjvMszH8iGBRbDRzzMu 1 y
4-11-4
4-11-4
Scale = 1:15.6
1-10-8
1-10-8
2x3 11
2-2-8
0-4-0
4-11-4
2-8-12
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 0.41
Vert(LL)
0.00
4-5 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.36
Vert(CT)
0.01
4-5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.03
Horz(CT) -0.04
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 18 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0
Max Horz 5=74(LC 8)
Max Uplift 3=-30(LC 8), 4=-9(LC 1), 5=-121(LC 8)
Max Grav 3=62(LC 13), 4=20(LC 3), 5=401(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-270/103
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)
5=121.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710561
J40997
ZCJ5A
JACK -OPEN
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:58 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-UYxp?wg?odZDHPdO7tx77JuvCmCtObyQQ5Km_PzMulx
3-7-8 4-11-4
3-7-8 1-3-12
Scale = 1:15.6
2x3 11
1-10-8
2-2-8
3-7-8
4-5-8
4-11-4
1-10-8
0-4-0
1-5-0
0-10-0
0-5-12
Plate Offsets (X,Y)-- [2:0-0-12,0-1-12)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.37
Vert(LL) -0.01
6 >999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.38
Vert(CT) -0.02
6 >999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.03
Horz(CT) -0.03
3 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 22 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 8=0-8-0
Max Horz 8=74(LC 8)
Max Uplift 3=-30(LC 8), 8=-11O(LC 8)
Max Grav 3=65(LC 13), 4=53(LC 3), 8=427(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-263/82
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb)
8=110.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710562
J40997
ZCJ5B
JACK -OPEN
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:59 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-zkVBCGgdZxh4uYCChbSMtWQ4tAYA12FZfl4JWrzMulw
4-11-4
4-11-4
Scale = 1:15.6
2x3 11
1-10-8 2-2-8
1-10-8 0 4-0
2x3 11
4-6-8 4-11-4
2-4-0 0 4-12
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL)
0.00 6-7 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.37
Vert(CT)
0.01 6-7 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.03
Horz(CT)
0.00 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 22 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 7=0-8-0, 6=0-8-0
Max Horz 7=81(LC 8)
Max Uplift 7=-105(LC 8), 6=-60(LC 5)
Max Grav 7=387(LC 1), 6=91(LC 13)
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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
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) 6 except Qt=lb)
7=105.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710563
J40997
ZCJ5C
JACK -OPEN
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:38:59 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-zkVBCGgdZxh4uYCChbSMfWQ4KAavl2iZfl4JWrcMulw
1-8-0 0-8-4 2-7-0
g 5x6 5
10 62x4 II
2x4 = 7 2x4
1-10-8
1-8-0 100-11 2-4-0 3-4-4 4-11-4
1-8-0 -2- 0-5-12 1-0-0 1-7-0
Scale = 1:15.6
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 0.35
Vert(LL) -0.01
7 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.20
Vert(CT) -0.02
7 >999 180
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 -AS
Weight: 22 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 *Except*
BOT CHORD
Rigid ceiling directly applied.
2-8: 2x6 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-5-4, 5=Mechanical
Max Horz 2=74(LC 8)
Max Uplift 4=-24(LC 8), 2=-42(LC 8), 5=-3(LC 8)
Max Gram 4=92(LC 13), 2=340(LC 13), 5=47(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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) Solid blocking is required on both sides of the truss at joint(s), 2.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 5.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710564
J40997
ZCJ7
JACK -OPEN
3
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:01 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-v7cydyit5Yxo8sMboOUrkxWNCzDcDyUs62ZQakzMulu
3-7-8 6-11-4
Scale = 1:20.5
8 cxo
2x3 11
1-10-8
-2-8 3-7-8
4-5-8
6-11-4
1-10-8
4-0 1-5-0
0-10-0
2-5-12
Plate Offsets (X,Y)-- [2:0-0-12,0-1-12)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.52
Vert(LL) -0.04
6 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.44
Vert(CT) -0.08
6 >684 180
BCLL 0.0
Rep Stress Incr YES
WB 0.05
Horz(CT) 0.03
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 28 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 8=0-8-0
Max Horz 8=104(LC 8)
Max Uplift 3=-62(LC 8), 8=-104(LC 8)
Max Grav 3=146(LC 13), 4=89(LC 3), 8=490(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-391/146
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb)
8=104.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710565
J40997
ZCJ7A
JACK -OPEN
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2x
8
2x3 11
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:01 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-v7cydyit5Yxo8sMboOUrkxWN5zAkDyCs62ZQakzMu1u
2-0-0 5-0-12
Scale = 1:19.8
2-0-0 2-7-0 5-0-12
2-0-0 0-7-0 2-5-12
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 0.52
Vert(LL) 0.05
6 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.62
Vert(CT) -0.09
6 >635 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.04
4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 21 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 8=0-8-0, 3=Mechanical, 4=Mechanical
Max Horz 8=99(LC 8)
Max Uplift 3=-58(LC 8), 4=-8(LC 8)
Max Grav 8=239(LC 1), 3=152(LC 13), 4=107(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=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710566
J40997
ZCJ7B
JACK -OPEN
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
5 2.3 11
6-11-4
6-11-4
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:02 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-NJAKrljVss3flOxnMj?4H92YkNajyPn?Lilz7AzMu 1 t
Scale = 1:20.5
1-10-8
1-10-8
2-1-2
0-2-10
6-11-4
4-10-2
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 0.53
Vert(LL) -0.02
4-5 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.32
Vert(CT) -0.04
4-5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.04
Horz(CT) 0.03
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 24 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-5-4
Max Horz 5=104(LC 8)
Max Uplift 3=-65(LC 8), 5=-112(LC 8)
Max Grav 3=150(LC 13), 4=77(LC 3), 5=445(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
WEBS 2-5=-354/147
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb)
5=112.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710567
J40997
ZCJ7C
JACK -OPEN
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:03 2021 Page 1
ID:?b8eRO9OC1 HXoRKgzpo36wy3oO7-rW ki2ej8c9CWNAW_wRWJgMbi Insnhsi9aM2XfdzMu 1 s
1-8-0 0-8-4 ' 4-7-0
I9
0
g 3x6 =
10 6
2x3 = 2x3 11 7 3x4 =
Scale = 1:20.1
1-10-8
1-8-0 1,10,0 2-4-4 3-4-4
6-11-4
1-8-0 -2- 0-5-12 1-0-0
3-7-0
0-0-8
Plate Offsets (X,Y)-- [2:0-3-0,0-1-151, [6:0-0-0,0-1-8]
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 0.61
Vert(LL) -0.04
5-6 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.52
Vert(CT) -0.09
5-6 >704 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.03
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 28 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 `Except`
BOT CHORD
Rigid ceiling directly applied.
2-8: 2x6 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-5-4, 5=Mechanical
Max Horz 2=104(LC 8)
Max Uplift 4=-54(LC 8), 2=-47(LC 8)
Max Gram 4=161(LC 13), 2=421(LC 13), 5=93(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=6.Opsf; BCDL=4.Opsf; h=151t; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Solid blocking is required on both sides of the truss at joint(s), 2.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710568
J40997
ZEJ5
JACK -OPEN
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:07 2021 Page 1
ID:?b8eRO9OC1HXoRKgzpo36wy3oO7-kHzDu?negOixsnpl9GbF_CIRMOHJdgAkV_OkoOzMulo
5-0-0
5-0-0
Scale = 1:15.7
1-10-8
1-10-8
2x3 11
2-2-8
0 4-0
5-0-0
2-9-8
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)
0.00
4-5 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.36
Vert(CT)
0.01
4-5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.03
Horz(CT) -0.04
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 18 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0
Max Horz 5=75(LC 8)
Max Uplift 3=-31(LC 8), 4=-7(LC 1), 5=-120(LC 8)
Max Grav 3=65(LC 13), 4=22(LC 3), 5=402(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-272/104
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)
5=120.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710569
J40997
ZEJ7
JACK -OPEN
3
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:08 2021 Page 1
ID:?b8eRO9OC1 HXoRKgzpo36wy3oO7-CTXb5LnG RhgoTxOxi_6UXQIbdoc5M6GujellKgzMu 1 n
2-0-2 3-5-5 6-10-8
2-0-2 1-5-2 3-5-3
Scale = 1:20.4
5
2x3 11
1-10-8
1-10-8
6-10-8
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 0.50
Vert(LL) -0.02
4-5 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.32
Vert(CT) -0.04
4-5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.04
Horz(CT) 0.03
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 23 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-3-5
Max Horz 5=103(LC 8)
Max Uplift 3=-66(LC 8), 5=-108(LC 8)
Max Grav 3=152(LC 13), 4=78(LC 3), 5=435(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-351/147
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb)
5=108.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710570
J40997
ZEJ9
JACK -OPEN
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:08 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-CTXb5LnGRhgoTxOxi_6UXQIZ1oVFM6yujellKgzMuln
4-5-8 8-10-8
Scale = 1:24.6
"ff 8 2x4 II
2x4 11
1-10-8 2-
3-7-8 4-5-8
8-10-8
1-10-8 4-
1-5-0 0-10-0
4-5-0
Plate Offsets (X,Y)-- [2:0-0-12,0-1-12)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL) -0.10
6 >798 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.82
Vert(CT) -0.22
6 >362 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.06
Horz(CT) 0.09
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 34 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 8=0-8-0
Max Horz 8=133(LC 8)
Max Uplift 3=-90(LC 8), 8=-107(LC 8)
Max Grav 3=219(LC 13), 4=124(LC 3), 8=566(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-8=-542/234
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) 3 except Qt=lb)
8=107.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710571
J40997
ZEJ9A
JACK -OPEN
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:09 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-gf5zJhouC?yf55z7Ghdj3drlVCsF5Wol ylVrsGzMu1 m
1-8-0 ' 0-8-4 ' 6-6-4
I9
0
Scale = 1:24.9
12 11
8
7
9
2x3 —_ 2x3 11
2x3
3x4 =
6
3x6 2a4
1-10-8
1-8-0 1-10rf1
3-4-4
8-10-8
1-8-0 012 i
1-0-0
5-6-4
0-0-8
0-5-12
Plate Offsets (X,Y)-- [2:0-3-0,0-1-15], [10:0-5-4,0-2-0]
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
0.56
Vert(LL) 0.11
7 >770 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.71
Vert(CT) -0.25
7 >354 180
BCLL 0.0 *
Rep Stress Incr YES
WB
0.22
Horz(CT) -0.05
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 43 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied. Except:
2-12,3-8: 2x4 SP No.3, 2-10: 2x6 SP No.3
10-0-0 oc bracing: 8-10
WEBS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical, 2=0-5-4, 6=Mechanical
Max Horz 2=133(LC 8)
Max Uplift 5=-65(LC 8), 2=-55(LC 8), 6=-12(LC 8)
Max Gram 5=201(LC 13), 2=504(LC 13), 6=134(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-545/11, 3-4=-536/41
BOT CHORD 2-10=-101/490
WEBS 4-10=-120/591
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Solid blocking is required on both sides of the truss at joint(s), 2.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710572
J40997
ZEJ913
JACK -OPEN
3
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:10 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-8sfM W 1 pXzJ4WjFYKgP9ycrNgvcClgzlBByEPPjzMu 11
7-0-0
6-6-4
Scale = 1:22.8
8
2x4 — 2x3 11 3x4 —
5-12 1-5-12 7-0-0
-5-12 1-0-0 5-64
Plate Offsets (X,Y)-- [1:0-0-0,0-0-6],[9:0-5-4,0-2-0]
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 0.90
Vert(LL) 0.12
6 >716 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.72
Vert(CT) -0.24
5-6 >344 180
BCLL 0.0
Rep Stress Incr YES
WB 0.24
Horz(CT) -0.03
5 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 36 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 `Except`
BOT CHORD
Rigid ceiling directly applied. Except:
1-9: 2x6 SP No.3, 5-8: 2x4 SP No.2
10-0-0 oc bracing: 7-9
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-5-4, 4=Mechanical, 5=Mechanical
Max Horz 1=105(LC 8)
Max Uplift 1=-23(LC 8), 4=-66(LC 8), 5=-15(LC 8)
Max Gram 1=332(LC 1), 4=197(LC 13), 5=134(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-599/54, 2-3=-597/81
BOT CHORD 1-9=-144/578, 2-9=-284/94
WEBS 3-9=-162/652
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710573
J40997
ZEJ37
JACK -OPEN
3
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:04 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-Jil4FzkmNTKN?K5AT82YMa8xdBE6QJUloOn4B3zMulr
3-7-3
3-7-3
2x3 11 5
Scale = 1:12.8
1-10-8
1-10-8
1
0-4-0
3-7-3
1-4-11
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL) 0.00
4-5 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.39
Vert(CT) 0.00
4-5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.03
Horz(CT) -0.03
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 13 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 3-7-3 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-8-0
Max Horz 5=53(LC 8)
Max Uplift 3=41(LC 3), 4=-68(LC 1), 5=-145(LC 8)
Max Grav 3=8(LC 4), 4=26(LC 8), 5=424(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-251/92
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)
5=145.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710574
J40997
ZEJ41
JACK -OPEN
12
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:05 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-nusTTJIOBmSEcTgM1rZnvng8Vbdo9mBS1gXejVzMulq
1-10-8 2-7-0 4-1-0
1-10-8 0-8-8 1-6-0
Scale = 1:22.7
2x4 11
1-10-8
2-7-0 3-0-0
4-1-0
1-10-8
0-8-8 0-5-0
1-1-0
Plate Offsets (X,Y)-- [9:0-2-8,0-1-0], [10:0-3-0,0-0-6]
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 0.24
Vert(LL)
-0.00
7 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.23
Vert(CT)
0.00
7 >999 180
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.01
4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 21 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 *Except*
BOT CHORD
Rigid ceiling directly applied.
2-9: 2x6 SP No.3
REACTIONS. (size) 4=Mechanical, 9=0-8-0, 5=Mechanical
Max Horz 9=61(LC 8)
Max Uplift 4=-26(LC 5), 9=-111(LC 8), 5=-10(LC 1)
Max Grav 4=27(LC 6), 9=399(LC 1), 5=8(LC 6)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
BOT CHORD 9-10=-291/108
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) 4, 5 except Qt=lb)
9=111.
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710575
J40997
ZEJ45
JACK -OPEN
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:05 2021 Page 1
ID:?b8eRO90C1HXoRKgzpo36wy3oO7-nusTTJIOBmSEcTgM1rZnvng_3bcA9mRS1gXejVzMulq
4-5-0
2x3 11
Scale = 1:14.5
2-5-0
2-5-0
2- -12
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 0.84
Vert(LL) -0.07
4 >320 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.27
Vert(CT) 0.11
4 >207 180
BCLL 0.0
Rep Stress Incr YES
WB 0.05
Horz(CT) -0.09
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 16 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 5=0-1-8
Max Horz 5=66(LC 8)
Max Uplift 3=-62(LC 1), 5=-151(LC 8)
Max Grav 3=24(LC 4), 5=455(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or
less except when shown.
WEBS 2-5=-393/158
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb)
5=151.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710576
J40997
ZEJ46
JACK -OPEN
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:06 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-F5QrgfmOv4a4EdFYbZ40R?DDW_whuDRbGKGBGxzMu1p
2-10-8 4-6-8
2-10-8 1-8-0
Scale = 1:19.9
5
3x3 11
2-10-3
2-10-3
2-1 -8
0- -5
4-6-8
1-8-0
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 0.61
Vert(LL)
0.00
4-5 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.44
Vert(CT)
0.00
4-5 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.06
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 20 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 6=0-3-5, 4=Mechanical
Max Horz 6=68(LC 8)
Max Uplift 3=-154(LC 1), 6=-220(LC 8), 4=-62(LC 1)
Max Grav 3=40(LC 8), 6=619(LC 1), 4=28(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BOT CHORD 2-6=-463/161
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb)
3=154, 6=220.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710577
J40997
ZHJ4
DIAGONAL HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:12 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-4En6xjgnVwKEyYiixgBQhGTJXPt3lu0TeGjVTbzMulj
3-1-2 5-5-0
3-1-2 2-3-14
Scale = 1:13.8
2-7-7 3-1-2 5-5-0
2-7-7 0-5-11 2-3-14
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)
-0.02
5-6
>999
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.83
Vert(CT)
0.03
5-6
>802
180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.19
Horz(CT)
-0.01
3
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 22 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x8 SP No.3 *Except*
2-5: 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-11-5
Max Horz 6=57(LC 8)
Max Uplift 3=-20(LC 8), 4=-470(LC 17), 6=-435(LC 8)
Max Grav 3=39(LC 28), 4=96(LC 24), 6=684(LC 31)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-126/496
BOT CHORD 1-6=-429/132, 5-6=-429/75
WEBS 2-6=-668/155, 2-5=-85/489
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-11-7 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) 3 except Qt=lb)
4=470, 6=435.
7) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 323 lb up at
4-2-15, and 92 lb down and 323 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 4-7=-20
Concentrated Loads (lb)
Vert: 10=-11O(F=-55, B=-55) 11=380(F=190, B=190)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710578
J40997
ZHJ5
DIAGONAL HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:15 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-VpSFZktforippORHdyk7Ju5m9drSVFmwKEy94wzMulg
3-6-10 7-0-2
Scale: 3/4"=1'
C2
(V
...._�.. 6 ,.......
2x4 11
2-7-7 3-1-2 7-0-2
2-7-7 0-5-10 3-11-0
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 0.55
Vert(LL)
-0.05
5-6
>869
240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.98
Vert(CT)
0.10
5-6
>487
180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.19
Horz(CT)
-0.01
3
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 29 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3 *Except*
2-6: 2x6 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 6=0-11-5
Max Horz 6=74(LC 8)
Max Uplift 3=-44(LC 8), 4=-239(LC 17), 6=-480(LC 8)
Max Grav 3=98(LC 28), 4=55(LC 24), 6=662(LC 31)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-94/544
BOT CHORD 1-6=-467/98, 5-6=-467/24
WEBS 2-5=-25/489, 2-6=-663/144
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-10-13 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) 3 except Qt=lb)
4=239, 6=480.
7) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at
4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 4-7=-20
Concentrated Loads (lb)
Vert: 10=-11O(F=-55, B=-55) 11=386(F=193, B=193)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710579
J40997
ZHJ7
DIAGONAL HIP GIRDER
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3-1-2
2x4 11
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:16 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-z00dn4uHZ9ggRAOTAfFMr6dz?OBzEhu3ZuhjcMzMulf
6-2-12 9-7-15
3-1-11 3-5-3
Scale = 1:20.1
2-7-7 3-1-2 6-2-12 9-7-15
2-7-7 0-5-10 3-1-11 3-5-3
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.42
TCDL
15.0
Lumber DOL
1.25
BC 0.96
BCLL
0.0 *
Rep Stress Incr
NO
WB 0.19
BCDL
10.0
Code FBC2020/TP12014
Matrix -MS
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3 *Except*
2-7: 2x8 SP No.3
REACTIONS. (size) 4=Mechanical, 5=Mechanical, 7=0-11-5
Max Horz 7=103(LC 8)
Max Uplift 4=-83(LC 8), 5=-21(LC 8), 7=-517(LC 8)
Max Gram 4=157(LC 28), 5=97(LC 22), 7=741(LC 31)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-132/548
BOT CHORD 1-7=-481/138, 6-7=-481/36
WEBS 2-7=-595/117, 2-6=-38/510, 3-6=-313/37
Io
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) -0.19 6 >419 240 MT20 244/190
Vert(CT) -0.19 6 >415 180
Horz(CT) 0.07 4 n/a n/a
Weight: 39 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 3-5-6 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) 4, 5 except (jt=lb)
7=517.
7) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at
4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pli)
Vert: 1-4=-70, 5-8=-20
Concentrated Loads (lb)
Vert: 12=-1 1 O(F=-55, B=-55) 13=386(F=193, B=193)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710580
J40997
ZHJ7A
DIAGONAL HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:18 2021 Page 1
ID:?b8eR090C1 HXoRKgzpo36wy3oO7-vO8NBmvY4m4NgT9sl4lgwXjKHgvJidZMOCAqhFzMu 1 d
3-1-2 5-10-11 9-7-15
Scale = 1:20.1
,..,,��.. 8 .,t.��,a, 7 5
2x4 11 3x6 =
2-7-7 3-1-2 5-10-11 9-7-15
2-7-7 0-5-10 2-9-9 3-94
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.36
TCDL
15.0
Lumber DOL
1.25
BC 0.84
BCLL
0.0 *
Rep Stress Incr
NO
WB 0.12
BCDL
10.0
Code FBC2020/TP12014
Matrix -MS
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x6 SP No.3 *Except*
2-7,3-6: 2x4 SP No-3
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) 0.02 7-8 >999 240 MT20 244/190
Vert(CT) 0.04 7-8 >799 180
Horz(CT) -0.00 4 n/a n/a
Weight: 45 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing.
REACTIONS. All bearings Mechanical except Qt=length) 8=0-11-5, 7=0-11-5.
(lb) - Max Horz 8=103(LC 8)
Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 8=-406(LC 8), 7=-241(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 8=540(LC 31), 7=409(LC 28)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-115/530
BOT CHORD 1-8=-463/123, 7-8=-463/20
WEBS 2-8=-477/109, 2-7=-43/310, 3-7=-386/85
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) 4, 5 except (jt=lb)
8=406,7=241.
7) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at
4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pli)
Vert: 1-4=-70, 5-9=-20
Concentrated Loads (lb)
Vert: 13=-1 1 O(F=-55, B=-55) 14=386(F=193, B=193) 15=-38
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710581
J40997
ZHJ7B
DIAGONAL HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3-1-2
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:20 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-rnG8cSxocNL5vnJFPVKIOyog8edEAXzfUWfwl8zMu1b
5-5-0 9-7-15
?-3-15 4-2-15
Scale = 1:20.1
8 .,N,,a, 7 5
2x4 11 3x6 =
2-7-7 3-1-2 5-5-0 9-7-15
2-7-7 0-5-10 2-3-15 4-2-15
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.34
TCDL
15.0
Lumber DOL
1.25
BC 0.75
BCLL
0.0 *
Rep Stress Incr
NO
WB 0.12
BCDL
10.0
Code FBC2020/TP12014
Matrix -MS
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x6 SP No.3 *Except*
2-7,3-6: 2x4 SP No-3
Io
DEFL. in (loc) I/deft L/d PLATES GRIP
Vert(LL) 0.01 7-8 >999 240 MT20 244/190
Vert(CT) -0.03 6-7 >999 180
Horz(CT) -0.00 4 n/a n/a
Weight: 44 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
10-0-0 oc bracing: 5-6.
REACTIONS. All bearings Mechanical except Qt=length) 8=0-11-5, 7=0-11-5.
(lb) - Max Horz 8=103(LC 8)
Max Uplift All uplift 100 lb or less atjoint(s) 4, 5 except 8=-405(LC 8), 7=-174(LC 8)
Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 8=548(LC 31), 7=331(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-126/513
BOT CHORD 1-8=-449/133, 7-8=-449/30
WEBS 2-8=-465/123, 2-7=-76/326, 3-7=-374/79
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) 4, 5 except (jt=lb)
8=405,7=174.
7) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at
4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pli)
Vert: 1-4=-70, 5-9=-20
Concentrated Loads (lb)
Vert: 13=-1 1 O(F=-55, B=-55) 14=386(F=193, B=193)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710582
J40997
ZHJ9
DIAGONAL HIP GIRDER
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3-1-2
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:22 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-nANu17y28?bp95TdXwMm5NtvWRGceLKyxg8lgOzMulZ
6-2-15 10-2-10 12-5-14
3-1-13 3-11-11 2-3-4
NAILED
3x4 = 4X6 —
NAILED Special
Scale = 1:27.2
2-7-7 3-1-2 6-0-0 6 2- 5
10-2-10 12-5-14
2-7-7 5-1 2-10-14 0-2- 5
3-11-11
2-3-4
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 0.80
Vert(LL)
-0.20
7-8 >554 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.88
Vert(CT)
-0.40
7-8 >279 180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.45
Horz(CT)
0.07
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 60 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
3-10: 2x4 SP No.3, 6-8: 2x4 SP No.1
6-0-0 oc bracing: 8-10
WEBS 2x4 SP No.3 *Except*
2-11: 2x8 SP No.3
REACTIONS. (size) 5=Mechanical, 6=Mechanical, 11=0-11-5
Max Horz 11=133(LC 8)
Max Uplift 5=-77(LC 8), 6=-74(LC 8), 11=-553(LC 8)
Max Grav 5=234(LC 28), 6=241(LC 28), 11=886(LC 31)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-106/504, 2-3=-836/352
BOT CHORD 1-11=-439/113, 8-10=-269/86, 7-8=-552/1165
WEBS 2-11=-566/220, 8-11=-386/107, 2-8=-410/1056, 3-7=-1191/564
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) 5, 6 except Qt=lb)
11=553.
7) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 326 lb up at
4-2-15, and 91 lb down and 326 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pli) Joaquin Velez PE No.68182
Vert: 1-5=-70, 10-12=-20, 9-10=-20, 6-8=-20 MiTek USA, Inc. FL Cent 6634
Concentrated Loads (lb) 6904 Parke East Blvd, Tampa FL 33610
Vert: 16=-65(F=-33, B=-33) 17=-1 1 O(F=-55, B=-55) 18=386(F=193, B=193) 19=22(F=11, B=11) 20=-29(F=-14, B=-14) Date:
April 26,2021
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
Sztankovits Res
T23710583
J40997
ZHJ9A
DIAGONAL HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2-9-13
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:24 2021 Page 1
I D:?b8eRO9OC 1 HXoRKgzpo36wy3oO7-kYVeSp_JgcrXOOdOeLPEAozIpF_i6HOFP7d8uvzMu 1 X
7-6-1 12-5-14
4-8-5 4-11-13
Scale = 1:25.1
NAILED 2x4 II Special NAILED NAILED 3x4 —
NAILED
2-7-10 2-9-13
7-6-1
12-5-14
2-7-10 0-2-2
4-8-5
4-11-13
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.62
Vert(LL) -0.04
6-7 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC
0.71
Vert(CT) -0.10
6-7 >999 180
BCLL 0.0 *
Rep Stress Incr NO
WB
0.35
Horz(CT) -0.01
4 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 57 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 *Except*
2-8: 2x6 SP No.3
REACTIONS. (size) 4=Mechanical, 5=Mechanical, 8=0-4-5
Max Horz 8=133(LC 8)
Max Uplift 4=-73(LC 8), 5=-78(LC 8), 8=-433(LC 8)
Max Grav 4=176(LC 1), 5=344(LC 28), 8=825(LC 31)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-57/480, 2-3=-622/155
BOT CHORD 1-8=-411/66, 7-8=-411/0, 6-7=-222/574
WEBS 2-8=-763/169, 2-7=-159/860, 3-6=-645/249
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) 4, 5 except (jt=lb)
8=433.
7) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pli)
Vert: 1-4=-70, 5-9=-20
Concentrated Loads (lb)
Vert: 12=-6(F) 13=-92(F=-56, B=-36) 14=-1 1 O(F=-55, B=-55) 15=250(F=57, B=193) 16=-13(F) 17=-55(F=-45, B=-10) Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710584
J40997
ZHJ37
DIAGONAL HIP GIRDER
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:11 2021 Page 1
ID:?b8eRO9OC1HXoRKgzpo36wy3oO7-c2DkjNg9kcCNK07WO6gB82wOW?X6ZT_KPc_yx9zMu1k
3-1-2 5-0-5
3-1-2 1-11-3
Scale = 1:13.3
2x4 11 5
2-7-7
2-7-7
5-0-5
2-4-14
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.85
Vert(LL) 0.01
4-5 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.81
Vert(CT) 0.03
4-5 >812 180
BCLL 0.0 *
Rep Stress Incr NO
WB 0.04
Horz(CT) -0.12
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 18 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-0-5 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x8 SP No.3
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 5=0-11-5
Max Horz 5=53(LC 8)
Max Uplift 3=-112(LC 1), 4=-478(LC 17), 5=-414(LC 8)
Max Grav 3=16(LC 8), 4=115(LC 24), 5=712(LC 31)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-5=-466/134
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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 Ot=lb)
3=112, 4=478, 5=414.
7) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 319 lb up at
4-2-15, and 93 lb down and 319 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pli)
Vert: 1-3=-70, 4-6=-20
Concentrated Loads (lb)
Vert: 9=-1 1 O(F=-55, B=-55)10=373(F=186,B=186)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710585
J40997
ZHJ41
DIAGONAL HIP GIRDER
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:13 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-YRLU82rPGES5aiHvVXifDT?MwpLj1K2dtwT3?2zMuli
1-6-4 2-7-13 3-1-13,3-7-13, 4-6-7 , 5-8-9
1-6-4 1-1-9 0-6-0 0-6-0 0-10-10 1-2-2
q � (,7
Scale = 1:23.7
2x4 11
Special
2-7-13 3-7-13 5-8-9
2-7-13 1-0-0 2-0-12
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.79
TCDL
15.0
Lumber DOL
1.25
BC 0.29
BCLL
0.0 *
Rep Stress Incr
NO
WB 0.20
BCDL
10.0
Code FBC2020/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
3-6: 2x4 SP No.3, 2-9: 2x6 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 5=Mechanical, 9=0-10-14
Max Horz 9=60(LC 8)
Max Uplift 4=-208(LC 17), 9=-310(LC 8)
Max Grav 4=1O(LC 22), 5=20(LC 3), 9=631(LC 1)
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) 0.03 7 >999 240 MT20 244/190
Vert(CT) 0.08 7 >402 180
Horz(CT) -0.06 4 n/a n/a
Weight: 28 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-182/529
BOT CHORD 1-10=-466/179, 6-8=-272/54, 3-8=-581/36, 9-10=-617/315, 2-10=-531/276, 8-9=-342/71
WEBS 2-8=-103/527
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) Bearing at joint(s) 9 considers parallel to grain value using ANSIfTPI 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) except Qt=lb)
4=208, 9=310.
8) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 302 lb up at
4-3-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
10) 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 (pli)
Vert: 1-4=-70, 10-11=-20, 6-7=-20, 5-6=-20, 8-9=-20
Concentrated Loads (lb)
Vert: 6=183(F) 14=-1 1 O(F=-55, B=-55)
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710586
J40997
ZHJ46
DIAGONAL HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:14 2021 Page 1
ID:?b8eR090C1HXoRKgzpo36wy3oO7-OdvsMOsllXayBss53EDumhYdjDgemnBm6aCcYUzMulh
3-9-13 4-7-2 5 4-0 6-4-5
3-9-13 0-9-5 0-8-13 1-0-5
3x4 11
9 - -
2x4 11 2x4 II
3-7-15 3 3- - y -2 4 9 0 6-4-5
3-7-15 0- - 4 0-9-5 0- - 4 1-7-5
Plate Offsets (X,Y)-- [3:0-3-0,0-0-8]
Scale = 1:20.3
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 0.40
Vert(LL) -0.01
9 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.38
Vert(CT) -0.01
9 >999 180
BCLL 0.0 *
Rep Stress Incr
NO
WB 0.21
Horz(CT) -0.01
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 32 Ib FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
6-8: 2x4 SP No.3
WEBS 2x4 SP No.3 *Except*
2-10: 2x6 SP No.3
REACTIONS. (size) 5=Mechanical, 3=Mechanical, 10=0-3-11
Max Horz 10=65(LC 21)
Max Uplift 5=-152(LC 1), 3=-63(LC 1), 10=-531(LC 8)
Max Grav 5=58(LC 8), 3=18(LC 8), 10=1329(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-201/538
BOT CHORD 1-10=-469/205, 8-10=-469/140, 7-8=-469/140
WEBS 2-10=-724/247, 2-7=-162/544
NOTES-
1) Wind: ASCE 7-16; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=6.Opsf; BCDL=4.Opsf; h=15ft; B=108ft; L=70ft; eave=8ft;
Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical 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) 3 except Qt=lb)
5=152, 10=531.
7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 lb down and 147 lb up at
4-2-15, and 223 lb down and 147 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the
responsibility of others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 8-11=-20, 6-9=-20, 4-6=-20
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
April 26,2021
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
Sztankovits Res
T23710586
J40997
ZHJ46
DIAGONAL HIP GIRDER
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon Apr 26 09:39:14 2021 Page 2
ID:?b8eR090C1HXoRKgzpo36wy3oO7-OdvsMOsllXayBss53EDumhYdjDgemnBm6aCcYUzMulh
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 14=-1 1 O(F=-55, B=-55) 15=-446(F=-223, B=-223)
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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