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HomeMy WebLinkAboutTrussy;y..
258 South -hall Lane, Suite 200
fi;F D S Maitland, Florida 32751
P: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
July 28, 2021
Building Department
Ref:
Adams Homes
Lot:
Lot 19 Bilk. 3
Subdivision:
Fort Pierce - Waterstone
Address:
8324 Almalfi. Cir.
Model:
2508 CR LHG 3CF
KA #
21-6775
Truss Company:
Builders First Source
Date of drawings:
7/21/21
Job No.:
2819559
Wind Speed:
160
Exposure:
C
Truss Engineer:
Joaquin Velez
To whom it may concern,
We have reviewed the truss design package for the project referenced above. This truss package
complies with the original design intent and the underlying structure will accommodate all
indicated loads. We approve the truss package without comment based upon the truss layout and
truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss
Engineer.
Please note, this review is only for general conformance with the design concept of the project.
Contractor or sub -contractor is responsible for matching all structural components and details
shown in the construction documents. Contractor or sub -contractor is also responsible for
confirming all quantities and dimensions; selecting appropriate fabrication processes and
techniques; and coordinating work with all other trades.
Note: Truss ID's may vary.
If you have any questions, please do not hesitate to call.
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ENG%DS Engineering Associates, pang
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Your Building Code Experts
7/28/2021
Luis Pablo Torres, P.E.
FL. # 87864
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SIMPSON CONNECTOR SCHEDULE
ROOF TRUSS
QT
ID
MODEL ROOF UPLIFT SYMBOL
0
A-11
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3600
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i] Revimed and Approved ❑ Revise aad Resubmit
❑ReviewedwithNotations ❑ Not Reviewed (seeeaplaaation)
Corrections or comments made on egmpmtnt submittals or shop drawings r1ming this review do
not relieve conhactDr from compliance with sequiremeatv of the drAwiags and specification&
This ched: is Daly for review of general connfimanece with the ccacept of the project and
general compliance with the inlimaation given in the contract daeaments, the contractor is
respoosible for confirming and comlatmg all gmnrities and dimensions; selecting fabrication
Processes and techniques of constriction; wmdmating his work with that of2ll other codes and
peffo ming his work in a safe and sa5sfaetorymaonc
FDS ENGINEERING ASSOCIATES
Date 07/2&2021 By BH /ood
SubmitlalND.: PrajectNo.: 21-M5 ProjectFA&: Carl Brown _
PrajedNamc Ad— Homes -Fort Pierce -WaictsroaeLot 19Ph.3
Y ALL DIMENSIONS AND CEILING CONDmONS PRIOR TO APPROVAL
CEILING FRAMNG SECURED IN FIELD BY BUILDER
MAIq WIND FORCE RESSTDIG SYSTELDC-C HYBRID WIND AS
IMPORTANT
ENCLOSED
EXPOSURE CATEGORYC
OCCUPANCY CATEGORY B
This Drawing Must Be Approved And
WIND LOAD 1 r88ANCE FACTOR T.O]
IMP
WIND CE
Returned Before Fabrication Will
TRUSSES HAVE BEEN DESIGNED FOR A 1C(l PSF BOTION CHORD LIVE LOAD
Begin. For Your Protection Check All
NONCONCUFRENT WITH ANY OTHER LIVE
LOADS
Dimensions And Conditions Prior To
Approval Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES AND DIMENSIONS HAVE
TCLL• 20 PSF
TCLL: 40 PSF
BEEN ACCEPTED.
TCDL: 07 PSF
TCDL• 10 PSF
BCDL• 10 PSF
BCDL: 6 PSF
By Date
TOTAL: 37 PSF
TOTAL: 66 PSF
DURATION: 1.25
DURATION: 1.00
CAUTIONW
DO NOT ATTEMPT TO ERECT
TRUSSES WITHOUT REFERRING TO
THE ENGINEERING DRAWINGS AND
BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
IN PLACE PRIOR TO LOADING
TRUSSES. (to. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND
NAILING SCHEDULE
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNING
Backcharges Will Not Be Accepted
Regardless of Fault Without Prior
Notification By Customer Within 48
Hours And Investigation By
Builders First Source.
NO EXECPTIONS.
The General Contractor Is Responsible
For All Connections Other Than Truss
to Truss, Gable Shear Wall, And
Connections. Temporary and
Permanent Bracing, And Calling And
Root Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 3112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE 2 X 4
OVERHANG LENGTH: 16"
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
Hatch Legend
V-0" aff
LEM
10'-0" aff
BUILDER
Adams Homes
PROJECT: Single Family
MODEL, 2608 CR 3CAR
ADDRESS: 8324 AMALFI CAR
LOT I BLOCK: 19 PH 3
SUBDIVISION: WATERS TONE
CITY: I FORT PIERCE
DRAWN BY: KSANCHEZ
JOB # : 2818659
DATE: 07116/2021 SCALE: NTS
PLAN DATE: 2021
REVISIONS:
1.
2.
3.
4,
4408 Airport Road
Plant City, FL 33563
Ph. (813) 306-1300
Fax (813) 306-1301
MiTek°
RE: 2819559 MiTek USA, Inc.
2508 CR 3CAR BLK NO HS 6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer: Adams Homes Port St Lucie Project Name: 2819559
Lot/Block: 19 PH 3 Model: 2508 CR 3CAR
Address: 8324 AMALFI CIR Subdivision: WATERSTONE
City: Fort Pierce State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 46 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No.
Seal#
Truss Name
Date
1 T24700271 A01 7/21/2021 21
T24700291
B04
7/21/2021
2 T24700272 A01A 7/21/2021 22
T24700292
B05
7/21/2021
3 T24700273 A01B 7/21/2021 23
T24700293
B06C
7/21/2021.
4 T24700274 A02 7/21/2021 24
T24700294
B07C
7/21/2021
5 T24700275 A03 7/21/2021 25
T24700295
B08C
7/21/2021
6 T24700276. A04 7/21/2021 26
T24700296
B09
7/21/2021
7 T24700277 A05 7/21/2021 27
T24700297
B10
7/21/2021
8 T24700278 A06 7/21/2021 28
T24700298
Bll
7/21/2021
9 T24700279 A07C 7/21/2021 29
T24700299
B12
7/21/2021
10 T24700280 A08C 7/21/2021 30
T24700300
Cl
7/21/2021
11 T24700291 A09C 7/21/2021 31
T24700301
C3
7/21/2021
12 T24700282 A10 7/21/2021 32
T24700302
C5
7/21/2021
13 T24700283 All 7/21/2021 33
T24700303
D01
7/21/2021
14 T24700284 Al2 7/21/2021 34
T24700304
DO1S
7/21/2021
15 T24700285 A13 7/21/2021 35
T24700305
D02
7/21/2021
16 T24700286 A14C 7/21/2021 36
T24700306
E7
7/21/2021
17 T24700287 A15 7/21/2021 37
T24700307
E7V
7/21/2021
18 T24700288 A16 7/21/2021 38
T24700308
E7VA
7/21/2021
19 T24700289 A17 7/21/2021 39
T24700309
E7VB
7/21/2021
20 T24700290 B03 7/21/2021 40
T24700310
E7VC
7/21/2021
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc under my direct supervision
based on the parameters provided by Builders FirstSource (Plant City, FL).
����` PQU I N
Truss Design Engineer's Name: Velez, Joaquin
���, J� ••� CAE !V S� ����
My license renewal date for the state of Florida is February 28, 2023. �� F
•. '.
FloridaCOA:6634
No 68 2
IMPORTANT NOTE: The seal on these truss component designs is a certification
* ;•
I
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/rPI 1. These designs are based upon parameters
:
'.
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek
S OF
••
�0 ,�
customers file reference purpose only, and was not taken into account in the preparation of �'•. <.p R O P' N
these designs. MiTek has not independently verified the applicability of the design<�
s5' • • • • •' �G �,
parametersor desiapplicabilitys for �
arameterslandgproperlyeincor Lhe
design nparticular
d incorporate designsg r
verify of P ora
PP Y 9 P
into the overall building design per ANSI/TPI 1, Chapter 2.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert'6634
6904 Parke East Blvd. Tampa FL
nop.
33610 July 21, 2021
1 of 2
Velez, Joaquin
RE: 2819559 - 2508 CR 3CAR BLK NO HS
Site Information:
Project Customer: Adams Homes Port St Lucie
Lot/Block: 19 PH 3
Address: 8324 AMALFI CIR
City, County: Fort Pierce
No.
Seal#
Truss Name
Date
41
T24700311
F01
7/21/2021
42
T24700312
H7
7/21/2021
43
T24700313
H 17
7/21/2021
44
T24700314
PB1
7/21/2021
45
T24700315
PB2
7/21/2021
46
T24700316
PB3
7/21/2021
Project Name: 2819559
Subdivision: WATERSTONE
2 of 2
State: FL
Job
Truss
Truss Type
Qty 1
Ply
2508 CR 3CAR BLK NO HS
9
T24700271
2819559
A01
SPECIAL
5
1
Job Reference (optional)
buncierS mrst6ource triant L:Ity, r-L), riani L..Ity, rL - JJ001, 0.40V 5 UUII G LVL 1 IVII I UN II IUU-11—, II— I I IU d VI 1. 1 U r V. 1
I D:?l YDfitmYJi NmupVDA3te2z4H2S-JEsgnKH6lQaMj ImNB?Q3N7bxlcgoQnj7iH7DpuyxnCJ
1-4- 5-3-0 8-10-8 14-11-t1 21-0-0 25-4-0 29-8-0 35-8-8 41-10-15 46-7-4 8-0-
-4- 5-3-0 3-7-8 - 6-1-0 6-0-B 4-4-0 44-0 6-0.8 6-2-7 4-8-5 4-1
Scale = 1:90.1
5x6 =
3x6 =
5x6 =
6.00 12
6
31 732 3334
8
3x6
30
35 3x6
5
9
5x6 i
5x6 z�- t9
0
4
10 ST1.5x8 STP= b
3x6
36
ST1.5x8 STP= 3
29
11 0)
16
8 10 19
12 0
1 2 3x4 = 18 38 39 17 16
40 41
15 14 42 43 13 0
N
0 20 3x6 =
3x8 = 3x8 =
3x8 = 4x8 = 3x6 = 4x6 =
22 21
4x6 = 2x4 I 6xB =
63 2 8-8-0 8--812-04
21.0-0
29-8-0
38-7-11 46-74
3-1-12
8-11-12
8.11.11 7-11-9
Plate Offsets (X,Y)--[4:0-3-0,0-3-01, [6:0-3-0,0-2-01, [8:0-3-0,0-2-01, [10:0-3-0,0-3-01, [21:0-3-8,0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL)
-0.28 13-15 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 1.00
Vert(CT)
-0.50 13-15 >907 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.59
Horz(CT)
0.08 11 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight:271 lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied, except
BOT CHORD 2x4 SP No.2 `Except
2-0-0 oc purlins (4-3-0 max.): 6-8.
4-21: 2x4 SP No.3
BOT CHORD Rigid ceiling directly applied. Except:
WEBS 2x4 SP No.3
3-9-0 oc bracing: 19-21
WEBS
1 Row at midpt 7-16, 7-15, 9-15
REACTIONS. (size) 2=0-8-0, 11=0-7-4, 21=0-3-8
Max Horz 2=419(LC 11)
Max Uplift 2=-492(LC 12), 11=-911(LC 12), 21=-1146(LC
12)
Max Gram 2=367(LC 23), 11=1778(LC 18), 21=2134(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-366/761, 3-4— 310/417, 4-5=-1385/843, 5-6=-1837/1250, 6-7=-1583/1214,
7-8=-1878/1327, 8-9=-2193/1362, 9-10=-3023/1620, 10-11=-3266/1758
BOT CHORD 2-22=-644/251, 21-22=-644/251, 19-21=-1949/939, 4-19=-1946/916, 16-18= 696/1623,
15-16=-712/1787, 13-15=-1133/2318, 11-13=-1452/2869
WEBS 4-18=-596/1610, 5-16=-17/251, 6-16=-228/615, 7-16=-449/289, 8-15= 283/664,
9-15=-784/566, 9-13=-91/585, 10-13=-337/344, 5-18=-779/542, 3-22=-547/217,
3-21=-402/888
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R)
21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C
• for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
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 (jt=lb)
2=492, 11=911, 21=1146.
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.
9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
p.QU I N
N
No 68182
;cam
S OF
i
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
6964 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
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 MiTekO connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type r
Qty ,
Ply
250E CR 3CAR BILK NO HS
T24700272
2819559
A01A
SPECIAL
1
1
Job Reference (optional)
tatntaers mrsmource triani L ny, r-Ll,
rtant t,ny, rL - 0o001,
9-7-11 i 14.11.8 i
2-4-15 5-3-12
6.00 12
3x6 i 31
7
5x8
6
5
3x4 II
2x4
4
ST1.5xB STP =
303
1
1 2 4x6 =
38 23 22
4x6 = 6xB =
I D:?1 YDfitmYJi NmupVDA3te2z4H2S-Gd_QC?JMgl g4ycwmGQSXTYgH2
25-4-0 29-8-o 35-8-8 41-10-15 i 46.7-4
—r 4-4-0 -4-4-0 6-0-8 6-2-7 4.8-5
5x6 = 3x6 = 5x6 =
8 32 933 3435 10
36 3x6
11
20 39 40 19 18 41 42 17 16 43 44 15
3x6 = 4x8 = 3xB = 3xB = 4x8 = 3x6 =
Scale = 1:90.1
5x6 m
12 ST1.5x8STP= 7
0
37
13 914 to 0
IN
46 =
7-2-12
-8 12-1-7 21-0-0 29-8-0 38-7.11 46-7-4
0- -D 4-10.11 8-10-9 8-8-0 eat-11 7-11.9
all -a
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.63
Vert(LL)
-0.30 15-17
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.81
Vert(CT) '
-0.52 15-17
>931
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.50
Horz(CT)
0.12 13
n/a
n/a
BCDL 10.0
Code FBC2020/rP12014
Matrix -AS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 *Except*
4-23: 2x4 SP No.3, 13-16,16-19: 2x4 SP No.1 BOT CHORD
WEBS 2x4 SP No.3
WEBS
REACTIONS. (size) 2=0-8-0, 13=0-7-4, 23=0-4-0
Max Horz 2=419(LC 11)
Max Uplift 2= 379(LC 12), 13=-968(LC 12), 23=-1082(LC 12)
Max Grav 2=275(LC 21), 13=1881(LC 18), 23=2170(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-293/402, 3-4=-301/458, 4-6=-215/344, 6-7= 2494/1501, 7-8=-2223/1472,
8-9=-1949/1420, 9-10= 2084/1462, 10-11=-2362/1515, 11-12- 3249/1770,
12-13= 3485/1901
BOT CHORD 2-23=-376/122, 21-23=-2052/907, 4-21=-266/201, 20-21 =-1 035/2162, 18-20=-1086/2397,
17-18=-881/2123, 15-17=-1266/2521, 13-15— 1578/3063
WEBS 7-18=-416/405, 8-18=-323/768, 9-18=-343/212, 10-17= 349/783, 11-17=-782/563,
PLATES . GRIP
MT20 244/190
Weight: 270 lb FT = 20%
Structural wood sheathing directly applied, except
2-0-0 oc puffins (4-0-4 max.): 8-10.
Rigid ceiling directly applied. Except:
3-8-0 oc bracing: 21-23
1 Row at midpt 7-18, 9-18, 9-17, 11-17, 6-21
11-15=-93/584, 12-15=-329/340, 3-23=-169/344, 6-20=0/394, 6-21=-2730/1189
NOTES- ��OPOki I N
1) Unbalanced roof live loads have been considered for this design. ,� , G•� N ���
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. `�� ; '�� `s�`'•.• ��
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2R)
21-0-0 to 25-0-0, Intedor(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 48-0-0 zone; porch left exposed;C-C N O 681 82
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. -10 CC
4) Provide adequate drainage to prevent water ponding. - $T O F
• 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3 (41
00
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 .0 ,�'.• �� O P •• \_,��
will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ,� (� t7 R
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) ��j s14� ' • • 012=3
8) This 7truss 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
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,.Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
���
a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
'
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTP/l 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
Cty 1
Ply
2508 CR 3CAR BLK NO HS
t
T24700273
2819559
A01B
HIP
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:38 2021 Page 1
ID:YuAUBcOP W Cx6RhnNP_DwTzU6L_-CO6BdhKcLe4oCw49NrU7YzleODXdM W 7jdv5RzfyxnCF
i1-4-Q 4-3-6 8-0-5 14-6-3 21-0-0 25.4-0 29-8.0 35-1-14 40-7-11 46-7-4 48-0-0
-4- 4-3.6 3-8-15 6-5-13 6-5-13 4-4-0 4-4-0 5-5-14 5-5-14 5-11-9 1-4-12
Scale = 1:89.8
5x6 =
3x6 =
5x6 =
6.00 12 6 28 30 72931
8
3x6
3x6
5 27
9
5x6
5x6
10 C
ST1.5x8 STP= d
4
3x6
32
26 3
111to
19
2
9
c9 1 2 4x12 = 18 17 16
::
33 34
15 14 35 36 13
Icy
0 3x8 = 3x8 =
3x8 = 3x6 =
4x6 =
20
ST1.5x8 STP = 3x8 =
4x8 =
6x8 =
4x6 =
7-6-15 B�OrS 14-6-3 21-0-0
29.8-0
37-10-12
46-7-4
7-6-15 0-5.6 6-5-13 6-5-13
8.8-0
B-2-12
Plate Offsets (X,Y)-- [4:0-3-0,0-3-01, [6:0-3-0,0-2-01, [8:0-3-0,0-2-01, [10:0-3-0,0-3-01, [18:0-3-8,0-1-81, [20:Edge,0-4-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Udefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.56
Vert(LL)
-0.27 15-17 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.94
Vert(CT)
-0.45 15-17 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.95
Horz(CT)
0.09 11 n/a n/a
BCDL 10.0
Code FBC2020/TPl2014
Matrix -AS
Weight: 281 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied, except
BOT CHORD 2x4 SP No.2 *Except*
2-0-0 oc purlins (4-3-0 max.): 6-8.
2-20: 2x6 SP No.2, 4-20: 2x4 SP No.3
BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
WEBS
1 Row at micipt 5-17, 7-17, 7-15
REACTIONS. (size) 2=0-8-0, 20=0-5-0, 11=0-7-4
Max Horz 2=419(LC 11)
Max Uplift 2=-223(LC 12), 20=-1038(LC 12), 11=-915(LC 12)
Max Grav 2=273(LC 21), 20=2314(LC 17), 11=1781(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-209/291, 3-4=-274/753, 4-5=-1799/1073, 5-6— 1860/1203, 6-7=-1612/1179,
7-8=-1884/1271, 8-9=-2132/1321, 9-1 0=-2 974/1592, 10-11 =-3168/1 666
BOT CHORD 19-20=-2133/1135, 4-19=-2017/1170, 18-19=-471/285, 17-18=-664/1772,
15-17=-680/1834, 13-15=-1045/2267, 11-13= 1347/2777
WEBS 3-19=-602/347, 4-18=-994/2066, 5-18=-395/377, 6-17=-219/607, 7-17=-453/266,
8-15=-299/681, 9-15=-758/537, 9-13— 165/640, 10-13=-347/343
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R)
21-0-0 to 26-7-14, Intedor(1) 26-7-14 to29-8-0, Extedor(2R) 29-8-0 to 35-1-14, Interior(1) 35-1-14 to 48-0-0 zone;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
' 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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 )b uplift at joint(s) except Qt=lb)
2=223, 20=1038, 11=915.
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.
9) Graphical puffin representation does not depict the size or the orientation of the pufin along the top and/or bottom chord.
Ppki IN
J0
No 68182
'0 rc
� 3 STFR
OF 4U
i
0.
•''
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19l2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
Welk'
always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS117P11 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
2508 CR 3CAR BLK NO HS
,
T24700274
2819559
A02
SPECIAL
1
1
Job Reference optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1515:30:39 2021 Page 1
ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-gCgZgl LF6yDfp3eLxY?E4Blifduh53NtrZq_V6yxnCE
1-4- 5.7-6 8-11-0 12-1-5 21-0-0 23-10-11 29-8-0 38-6-11 45-78 -
4- 5-7-6 3-3-10B-10-11 2-10-11 8-10-11 1% 3
6.00 12
19
ST1.5x6 STP =
8x10 =
4x6 =
5x8 =
8-8-0 B-11-0 15.3-14 25-4-0
2x4 II 7x10 =
7 2829 8
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020rrPI2014
CSI.
TC 0.98
BC 0.89
WB 0.56
Matrix -AS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) Udefl Ud
-0.55 12-14 >801 240.
-0.89 12-14 >499 180
0.09 11 n/a n/a
PLATES
MT20
Weight:261 lb
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1 'Except`
TOP CHORD Structural wood sheathing directly applied.
6-8,1-5: 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied. Except:
BOT CHORD 2x4 SP M 31 `Except'
4-2-0 oc bracing: 17-19
2-18: 2x6 SP No.2, 4-19: 2x4 SP No.2, 11-13: 2x4 SP No.1
WEBS
1 Row at micipt 5-17, 6-16, 7-14, 8-14
WEBS 2x4 SP No.3
SLIDER Right 2x6 SP No.2 1-11-12
REACTIONS. (size) 2=0-8-0, 11=0-3-0, 19=0-3-8
Max Horz 2=405(LC 11)
Max Uplift 2=-487(LC 12), 11=-772(LC 12), 19=-1133(LC 12)
Max Grav 2=394(LC 23), 11=1666(LC 18), 19=2079(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-293/534, 3-4=-210/420, 4-5=-180/426, 5-6=-1700/1243, 6-7= 1718/1281,
7-8— 1718/1281, 8-9=-2524/1502, 9-11� 2714/1570
BOT CHORD 2-19=-530/194, 17-19=-1861l765, 16-17=-816/1276, 14-16=-736/1629, 12-14= 797/1652,
11-12— 1260/2332
WEBS 5-17=-2175/1060, 5-16=0/547, 6-14=-142/698, 8-12=-274/839, 9-12=-383/497,
3-19=-293/451
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R)
21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Extedor(2R) 29-8-0 to 33-8-0, Interior(1) 33-8-0 to 45-7-8 zone; porch left exposed;C-C
for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
- 4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=487, 11=772, 19=1133.
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.
Scale = 1:85.2
GRIP
2441190
FT=20%
�.�Op,QU I N
DENS
v �
No 68182
ST OF : 41J
*"*;4"' 0 NAii ' I',��
Joaquin Velez •PE No.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
m
0
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
MOW
always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Duality 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
25011 CR 3CAR BLK NO HS
T24700275
2819559
A03
SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant Ctty, I-L - 33561, c.430 s jun z zuz i dvu i art muubureb, mu. r r iu uu io iu-- r <Va U. ,
ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-canJFjNVeZTN3Nok2z2iAcN5yRZ_7zY9JtJ5Z_yxnCC
1-4- 5-2-5 8-11-0 13-2-15 19-0-0 24-7-13 31-8.0 37-5-1 45-7-8
-4- 5-2-5 3-8-11 4-3-15 5-9-1 5-7-13 7-0-3 5-9-1 8-2-7
6.00 F12 5x6 =
6 28
2x4 11 5x6 =
2930 7 31 8
Scale = 1:85.1
ST1.5x8 STP =
7x8 =
4x6 =
8.8.0 8- -0 15-6-15 25.4-0 35-1-2 45
8. 20 0- -O 6-7-15 9-9-1 9-9-1 10-6-7
Plate Offsets (X Y)-- [5.0-2-12 0-3-0] [6:0-3-0 0-2-0] [8:0-4-0 0-2-8] [11:0-6-0 0-0-6] [19:0-3-0 0-4-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.19 19-25 >558 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.66 12-14 >676 180
BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.09 11 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 258 lb FT = 20
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
8-11: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except:
BOT CHORD 2x4 SP No.1 'Except' 5-2-0 oc bracing: 17-19
2-18,4-19: 2x6 SP No.2 WEBS 1 Row at midpt 5-17, 6-16
WEBS 2x4 SP No.3
SLIDER Right 2x6 SP No.2 1-11-12
REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8
Max Horz 2=364(LC 11)
Max Uplift 11=-768(LC 12), 2=-460(LC 12), 19=-1159(LC 12)
Max Grav 11=1648(LC 18), 2=356(LC 23), 19=2098(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-197/548, 3-4=-117/417, 4-5=-41/436, 5-6=-1673/1216, 6-7=-1947/1382,
7-8=-1947/1382, 8-9=-2475/1518, 9-11 =-261 1 /1501
BOT CHORD 2-19=-556/152, 17-19=-1910/823, 16-17=-783/1313, 14-16= 760/1591, 12-14=-876/1769,
11-12=-1175/2225
WEBS 5-17=-2189/972, 5-16=0/542, 6-14= 303/820, 7-14=-379/391, 8-14=-1191329,
8-12= 268/746, 9-12= 322/429, 3-19=-274/416NOTES-
Unbalanced roof live loads have been considered for this design. `���,` ,OP C•E N
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. =
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) NO 68182 i
• 19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(i) 35-8-0 to 45-7-8 zone; porch left exposed;C-C
for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific -�
to the use of this truss component. p ;• S OF /L
- 4) Provide adequate drainage to prevent water ponding.
00
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i� ,(�'•• Al O Q`,,• \_,��
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 �� • Q R j
will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. �i� ss • • • • • %
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) //,/ ON
11=768, 2=460, 19=1159. J11111
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.68182
sheetrock be applied directly to the bottom chord. MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must vanity the applicability of design parameters and propedy incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
iviiTek-
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPlt 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 t
Qty
Ply
2508 CR 3CAR BLK NO HS
T24700276
2819559
A04
SPECIAL
1
1
Job Reference (option al
tjunaers rirstsource{riani L ny, rLI, riant Uny, rL - ao001, —11 � — ,•,, , _,.— — — ... .
ID:71 YDfltmYJ1 NmupVDA3te2z4H2S-4nLhT3N7PtbEgXNwchZxipwHYrv4lSOJXX3f6RyxnCB
1-4- 6-1-8 8-it-0 12-6-5 17-0.0 22-2-12 28-5-4 33-8-0 38-3-8 45-7-8
4- 6-1-8 2-9.8 3-7-5 4-5-1 1 5-2-12 6-2-8 5-2-12 4-7-7 7-4-0
Scale=1:84.9
6.00 F12 5x6 =
3x6 =
5x6 = 5x6 =
6
30 7 3132
8 33 934
35
5x6
_
3x6
529
10
3x4 I
36
2x4 \\ 4
4x6
11
cz 3
12 1n
28
Io
19
ly O
2 4x8 = 183817
1
39 16
40 41 15 14
13
a
37 20 3x8 =
4x8 = 3x6 =
3x8 =
2x4 II
5x8 II
21
ST1.5x8 STP = 7x8 =
4xB =
4x6 =
B-8-0 8- -0 17-0.0
25-4-0
33-8-0 38-3-8
45-7-8
8-8.0 0- -0 8-1-0
B-4-0
8-4-0 4-7-7
7-4.0
Plate Offsets (X Y)-- [5.0-3-0 0-3-0] [6:0-3-0 0-2-0] [8:0-3-0 0-3-0] [9:0-3-0 0-2-0] [12:0-6-0 0-0-6] [15:0-3-4 0-0-0] [21:0-2-8 0-4-121
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in ([cc) Udefl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL)
0.20 21-27 >511 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.91
Vert(CT)
-0.42 14-16 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.44
Horz(CT)
0.10 12 n/a n/a
BCDL 10.0
Cade FBC2020/TPI2014
Matrix -AS
Weight: 265 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
9-12: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied.
Except:
BOT CHORD 2x4 SP No.2 "Except'
5-2-0 cc bracing: 19-21
2-20,4-21: 2x6 SP No.2, 12-15: 2x4 SP No.1
WEBS
1 Row at midpt 5-19, 7-18, 8-14
WEBS 2x4 SP No.3
SLIDER Right 2x6 SP No.2 1-11-12
REACTIONS. (size) 12=073-0, 2=0-8-0, 21=0-3-8
Max Horz 2=322(LC 11)
Max Uplift 12=-769(LC 12), 2=-465(LC 12), 21=-1153(LC 12)
Max Grav 12=1616(LC 18), 2=335(LC 21), 21=2081(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-116/498, 3-4=-21/405, 4-5=0/442, 5-6=-1687/1220, 6-7=-1484/1169,
7-8=-2165/1461, 8-9=-2019/1368, 9-10=-2264/1437, 10-12=-2565/1491
BOT CHORD 2-21— 482/69, 19-21=-1843/754, 18-19=-760/1150, 16-18=-1042/2014, 14-16=-1130/2126,
13-14=-1174/2186, 12-13=-1174/2186
WEBS 5-19=-2062/941,5-18=-60/637,6-18=-236/557,7-18=-855/482,7-16=-47/443,
8-14= 425/285, 9-14=-341/740, 10-14=-367/315, 3-21=-266/390
avIN
<F '�
TES-
.� pP
C' N S'�.• ? ��i�
1) Unbalanced roof live loads have been considered for this design.
`��, .•�\
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40111; eave=7ft; Cat.
NO 68182
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R)
•,
17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Exterior(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 45-7-8 zone; porch left exposed;C-C
* �•
for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
=
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificCC
•�em Z
to the use of this truss component.
S T O F .'•441
•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.
i� T'•, A`4 Q �,•
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
Q \�1,��
O R � ,��
• •' • • •"•
�I�
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
bearing 100 lb
s
�r,� O N A
7) Provide mechanicalconnection (by others) of truss to plate capable of withstanding uplift at joint(s) except Qt=lb)
� � E
I
111
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.68182
sheetrock be applied directly to the bottom chord.
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
6
m
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 property Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCS1 Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type t
ay ,
Ply
2508 CR 3CAR BLK NO HS
T24700277
2819559
A05
SPECIAL
1
1
Jab Reference o tional
Builders rlfstSource Imam Gny, t-L), rianr u1y, r•L - Jaaor, -Qv a uu, I < <�— ��,� �� �, ����,,,��, , '. �',�.��.��
I D:?l YDfitmYJi NmupVDA3te2z4H2S-19TStkPNxU.,Xlk6bPnE?e_eZImFOc?rYlAJyxnC9
1-4- 5.8-2 8-11-8 15-0-0 21-10.7 29-4-4 35-8-0 40-11-3 45-7-8
4- 5-8-2 3-3-6 6.0-8 6-10-7 7-5-13 6-3-12 5-3-2
Scale=1:04.9
6.00 F12
5x8 =
5x6 =
=
3x6 =
5x6
5
28 29 6 30
7 31 32
8
5x6 i
27
33 2x4 i
9 34 4x6
4
2x4 ��
10 co
0
3
11 n
1�
26
17
O
m 1 2
5xB =
36 37
16 15 3839
14 40 41 13Pi
12
0
N
3x8 =
35
18
3x6 = 4x8 =
3x6 = 4x8 =
5x8 II
19
ST1.5x8 STP =
7x8 =
4x6 =
0
8- -8
17-3-2
26-5-12
35-8-0
45-7-8
8-8-0
0- -8
8-3-9
9-2.10
9-2-4
9-11-8
or.#e nff—f� rV V1-- re•n-q-n n-'A-nl
rs•n-d-A n-1-191
rR-n.a-n n.a-n1
rR•n.4-n n-9-R1 r11•n-R-n
n-n-R1 r1g,ri-7-19 n-4-191
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL)
TCDL 7.0
Lumber DOL 1.25
BC 0.99
Vert(CT)
BCLL 0.0
Rep Stress Incr YES
WB 0.89
Horz(CT)
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORE
BOT CHORD 2x6 SP No.2 *Except`
BOT CHORE
15-17: 2x4 SP No2, 11-13,13-15: 2x4 SP No.1
WEBS 2x4 SP No.3
WEBS '
SLIDER Right 2x6 SP M 26 2-6-0
REACTIONS. (size) 11=0-3-0, 2=0-8-0, 19=0-3-8
Max Horz 2=281(LC 11)
Max Uplift 11=-767(LC 12), 2=-459(LC 12), 19=-1160(LC 12)
Max Grav 11=1610(LC 18), 2=353(LC 23), 19=2050(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten: - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-172/505, 3-4=-13/373, 4-5=-46/504, 5-6=-1782/1240, 6-7=-2596/1613,
7-8=-2167/1386, 8-9=-2410/1437, 9-11=-2545/1542
BOT CHORD 2-19=-493/123, 17-19=-1841/807, 4-17=-351/371, 16-17=-772/1462, 14-16=-1249/2345,
12-14=-1350/2500, 11-12— 1240/2180
WEBS 5-17=-2027/776, 5-16=-354/1117, 6-16=-876/578, 6-14=-45/418, 7-12=-666/415,
8-12=-249/742, 3-19=-260/3B2
in (loc) I/defl Ud
-0.2712-14 >999 240
-0.4612-14 >970 180
0.09 11 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 250 lb FT = 20
Structural wood sheathing. directly applied.
Rigid ceiling directly applied. Except:
5-3-0 oc bracing: 17-19
1 Row at midpt 5-17, 7-12
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Extedor(2R)
15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 45-7-8 zone; porch left exposed;C-C
for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
-5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
11=767, 2=459, 19=1160.
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.
PpUIN
No 68182
?0:• S OF ::44/'
is, O N A - �
rrinll�
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
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 property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
Welk'
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSNTP11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
2508 CR 3CAR BLK NO HS
A
,
T24700278
2819559
A06
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021.MiTek Industries, Inc. Thu Jul 15 15:30:45 2021 Page 1
ID:?1YDfItmYJ1 NmupVDA3te2z4H2S-VMig54O?iozoY 6VHp6eKSYg62yrVhxIEVHJilyxnCB
1-4-Q 6-9-4 13-0.0 21-0-0 29.0-0 37-0-0 37,-$-0 42-0-0 46-1-5 50-8-0 $2-0-p
4- 6.9-4 6-2� 8-0-0 8.0-0 8.0-0 0.8.0 4.4-0 4-1-5 4-6-11 4-
6.00 12 5x8 = 3k4 11
5x6 = 5x8 = 5x6 =
4 29 5 30 31 6 32 7 8
20 19 1 'O 18 °° 17 16 "
4x6 = 2x4 11 5x6 = 5x8 = 3x6 = 5x6 11
Scale: 1/8°=V
1c.,
�= o
ro
0
d
11 12r6 N
d
4x6
3.00112
6-9.4 13-0-0 21-0-0 29-0.0 36-11-12 37- -0 42-0-0 50-8-0
6-9-4 6-2-12 8.0-0 8-0-0 7-11-12 0- •4 5-0-0 8.8-0
Plate Offsets (X,Y)-- [3:0-3-0,0-3-0], [4:0-5-8,0-2-4], [5:0-3-0,0-3-4], [6:0-4-0,0-3-0], [8:0-3-0,0-2-0], [9:0-3-0,0-3-0], [11:0-0-14,Edge], [14:0-2-8,0-2-12], [18:0-4-0,0-3-0],
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Vdefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.60
Vert(LL)
-0.22 18-19
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.78
Vert(CT)
-0.38 18-19
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.88
Horz(CT)
0.08 16
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 295lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
7-16: 2x6 SP No.2
WEBS 2x4 SP No.3 WEBS
REACTIONS. (size) 2=0-8-0, 16=0-3-8, 11=0-8-0
Max Horz 2=-295(LC 10)
Max Uplift 2=-815(LC 12), 16— 1275(LC 12), l l=-246(LC 12)
Max Grav 2=1586(LC 17), 16=2618(LC 18), 11=379(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 2779/1415, 3-4=-2153/1190, 4-5— 1828/1140, 5-6=-182811140, 6-7=-407/996,
7-8= 450/1024, 8-9=-508/1066, 9-10=-354/579, 10-11=-363/294
BOT CHORD 2-20=-1086/2644, 19-20=-1087/2638, 18-19= 659/2005, 17-18=-218/1039,
14-16=-2477/1437, 7-14=-366/385, 13-14=-480/601, 11-13— 256/349
WEBS 3-20=0/255, 3-19=-727/493, 4-19=-154/649, 5-18=-467/483, 6-18=-612/1171,
14-17=-269/1034, 6-14=-2211/1239, 8-14=-517/308, 9-14=-695/379, 9-13=0/352,
10-13=-658/527
Structural wood sheathing directly applied.
Rigid ceiling directly applied. Except:
4-7-0 oc bracing: 14-16
1 Row at midpt 4-18, 6-18, 6-14
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=611; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R)
13-0-0 to 18-7-14, Interior(1) 18-7-14 to 37-8-0, Exterior(2R) 37-8-0 to 43-3-14, Interior(1) 43-3-14 to 52-0-0 zone;C-C for members
and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component..
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
7) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 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) except (jt=lb)
2=815, 16=1275, 11=246.
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.
C E N S .
No 681.82
ccft �:. S OF �4J
-0 ,n • AllQ, : Z �.
�, �S.�OR10..�;
O N AX 10�% ,
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6964 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED Mn-EK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
��•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Oty ,
Ply
2508 CR 3CAR BLK NO HS
I
T24700279
2819559
A070
SPECIAL
1
1
Job Reference (optional)
Builders l-IrstSource(rtarnutry,t-L), rianrary,t-L-0000/, o.— . — I «.., .... .--
ID:71 YDfitmYJ1 NmupVDA3te2z4H2S-Rk9aWmRGEPDW nIGtPE96PtdA2sfnza42homPneyxnC6
1-4- 6-4-4 11-0-0 15-10.13 19-4-9 23.11-8 32-0-2 42-0-0 45-10-12 50-8-0
4- 6-4-4 4-7.12 4.10.13 5% 12 4-6-15 8-0-10 9-11-14 3-10-12 4-9-4
Scale = 1:93.9
6x8 = 4x4 7xB 4x4 7x8 = 2x4 II 4x4 = 3x4 II
= =
6.00 12 4 275 6 28 7 8 29 9 10 30 31 11
0
0
N
21 20 19 32 33 18 34 17
16
35 36 15 12
4x6 = 2x4 II 3x8 = 3x6 = 4x8 =
3x6 =
6x8 = ST1.5x8 STP =
3.00 12
4x8 =
3x6 zz
6-4-4 11-0-0 19-4-9 28.6-7
36-10-0 36-11-0 42-0.0 50-8-0
6-4-4 4-7-12 8-4-9 9-1-14
8.3-9 0- -0 5-1-0 8-8.0
Plate Offsets (X Y)-- [4.0-4-0 0-1-15] [6.0-4-0 0-4-8] [8:0-4-0 0-4-8] [15:0-3-8 0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Udefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.64
Vert(LL)
-0.23 18-20 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.75
Vert(CT)
-0.41 18-20 >999 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.90
Horz(CT)
0.12 15 n/a n/a
BCDL 10.0
Code FBC2020/fP12014
Matrix -AS
Weight: 315lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2 *Except*
TOP CHORD Structural wood sheathing. directly applied, except end verticals.
1-4: 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied. Except:
BOT CHORD 2x4 SP No.2 *Except*
5-3-0 oc bracing: 14-15
8-15: 2x4 SP No.3, 15-17,17-19: 2x4 SP No.1
WEBS
1 Row at micipt 7-15
WEBS 2x4 SP No.3
REACTIONS. (size) 12=0-8-0, 15=0-3-8, 2=0-8-0
Max Horz 2=400(LC 12)
Max Uplift 12=-279(LC 9), 15=-1127(LC 12), 2=-844(LC 12)
Max Grav 12=514(LC 18), 15=2179(LC 17), 2=1688(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3022/1525, 3-4=-2551/1365, 4-5=-2276/1306, 5-6=-2625/1366, 6-7=-1782/854,
8-9=471/228, 9-1 0=-465/21 8
BOT CHORD 14-15=-734/464, 8-14=-655/479, 12-13= 239/364, 2-21 =-1 641/2729, 20-21=-1641/2729,
18-20— 1484/2594, 16-18= 1303/2370, 15-16=-5B1/1100
WEBS 3-20=-578/417, 4-20=-351/933, 5-20— 590/309, 6-18=-99/397, 6-16=-917/699,
7-16=-509/1272, 7-15L--1740/997, 8-13=-350/645, 10-12=-455/355
111 1 111!„1,,,
NOTES-
1) Unbalanced roof live loads have been considered for this design.
`01111
���� PQUIN
•.:GENS'• 1
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
�� ; •�,� 4 `1 ��
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2R)
No 68182 0
11-0-0 to 15-0-0, Interior(1) 15-0-0 to 50-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
•;
• plate grip DOL=1.60
* j >k
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.
dim rrZ
•�,
4) Provide adequate drainage to prevent water ponding.
S TA O F .� U✓
• 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
'.• iC`C O P ,•'\�1,��
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
�� R •.•'
�I� ss� '' • • • •' C-> I
7) Bearing at joint(s) 12 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 b others of truss to bearing late capable of withstanding 100 lb uplift at joints except 't—Ib
(y ) 9P P 9 P () P (1— )
12=279, 15=1127, 2=844.
Joaquin Velez PE No.68182
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 Cert 6634
sheetrock be applied directly to the bottom chord.
6964 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
® WARNING - Verity 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 property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse 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
250E CR 3CAR BLK NO HS
A
,
T24700280
2819559
A08C
SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun z zuzl mi I eK industries, Inc. Thu Jul io 1o:30:48 tun rage 1
ID:71 YDfItmYJ1 NmupVDA3te2z4H2S-vx4yj6Su7jLNPSg4zxgLy4AKPFy7i4rBwSWzJ4yxnC5
18-8-1
1-4- fi-3-0 9.0-0 16-0-11 164-0 23-0-0 29-11-5 37-0-0 42-0-0 46-5-0 50-8-0
-4- 6-3.4 2-8-12 7-0.11 0- -5 4-3-15 6-11-5 7-0-11 5-0-04-2-12
2-4-1
Scale=1:93.9
6.00 12
6x8 = 4x4 7x8 = 4x4 7x8 = 2x4 11 4x4 = 3x4 11
= =
OJ A 4 27 28 5 6 29 30 7 8 31 9 10 32 11
0
0
N
21 20
19
18 17
16 15
12
44 = 3x6 = 4x8 =
3x6 =
3x6 =
6x8 =
3.00 L12 ST1.5x8 STP =
4x8 =
3x6 =
9-0-0 16-4-0
18-8-1 27-4-0
36.10-0 37iQ-0 42-0-0
50-8-0
9-0-0 7-4-0
2-4-1 8.7-15
9-6-0 0- -0 5.0-0
8-8-0
Plate Offsets (X Y)-- [4:0-4-0 0-1-15] [6:0-4-0,0-4-8] [8:0-4-0,0-4-8]
[16:0-3-8 0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Vdefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.66
Vert(LL)
0.29 19 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.93
Vert(CT)
-0.46 19-21 >959 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.74
Horz(CT)
0.13 16 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.
1-4: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied.
Except:
BOT CHORD 2x4 SP No.2 `Except*
4-8-0 oc bracing: 14-16
2-20: 2x4 SP No. 1, 8-16: 2x4 SP No.3
WEBS
1 Row at midpt 5-21, 7-16
WEBS 2x4 SP No.3
REACTIONS. (size) 12=0-8-0, 2=0-8-0, 16=0-3-8
Max Horz 2=338(LC 12)
Max Uplift 12=-266(LC 9), 2=-849(LC 12), 16=-1132(LC 12)
Max Grav 12=460(LC 22), 2=1419(LC 1), 16=1941(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten'. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2518/1551, 3-4=-2323/1459, 4-5— 2068/1358, 5-6=-2727/1642, 6-7=-2038/1140,
8-9=-534/267, 9-10=-524/253
BOTCHORD 2-21=-1599/2211, 19-21— 1753/2724, 18-19=-1566/2566, 16-18=-947/1607,
14-16=-777/545, 8-14=-725/556, 12-13=-265/381
WEBS 3-21=-302/372, 4-21=-401/810, 5-21=-862/485, 6-19=-110/272, 6-18=-760/612,
7-18=-385/855, 10-13=-9/292, 10-12=-492/383, 8-13=-408/679, 7-16=-1970/1262
NOTES-
V��� I�
1) Unbalanced roof live loads have been considered for this design.
,oPpiUIN
,� , G�E N S; ••
2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
�� ••��,\ �C`••,• �
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0
i
to 13-0-0, Interior(1) 13-0-0 to 50-6-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate
No 68182
• grip DOL=1.60
yt •�
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
•�
%�'
4) Provide adequate drainage to prevent water ponding.
•; S F :
.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
•
0 . 41 ;
6) This truss has been designed for a liveload of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
40 •.t`� P ,•
will fit between the bottom chord and an other members.
7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verifycapacity
O R 1'C
�i s •' • •'
,earing
of surface.���S��.N
't—Ib
1 "���`
8 Provide mechanical cal connection b others of truss to bearing late capable of withstanding 100 lb uplift at hints except
(Y ) 9P P 9 P 1 () P ll— )
11
12=266, 2=849, 16=1132.
Joaquin Velez PE No.68182
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 Cert 6634
sheetrock be applied directly to the bottom chord.
6904 Parke East Blvd. Tampa R.33610
Date:
July 16,2021
A WARNING - Verity 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and 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 .
2508 CR 3CAR BLK NO HS
T24700281
2819559
A09C
SPECIAL
1
2
Job Reference (optional)
Builders FirstSOUrce (viant tatty, t-L), vianl.Laty, FL - Js0137, 6.4ou 3 Jul I e eue I IVII I UN II luublllub, 1116. 1 I1U JU1 — 1—u— ova I r U. I
ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-rJgj8oU8XKb5em_S4Mip1 VFgb3fWA_4UNm740zyxnC3
17-0-s
1-0 7-0-0 12-1-2 16-0-0 1 -0 21-110 26-10-7 31.9-13 37-0-0 40-0-12 4&SA 46-8-5 50-9-0
1-4-0 7-0-0 5-1-2 3-10-14 0-0 4.10-7 4-11-7 4.11.7 5-2-3 3-0-12 3-4-4 3-3-5 3-11-11
0-8.9
Scale=1:93.9
6.00 12 6xB = 4x4 = 7x8 = 4x8 = 4x4 = 7x8 = 4x6 = 7x8 = 2x4 11 4x4 = 3x4 11
3 284 5 6 29 30 7 8 9 31 10 11 12 32 13
25 24 22
21 20 19 18
-
23
17
14
ST1.5x8 STP = 4x4 = 4x4 = 6x8 =
2x4 11 7x8 = 44 = 7x8 =
ST1.5x8 STP =
3.00 12
3x6 zz
4x6 = 4x4 =
17-0-9
1 7-0-0 12-1-2 16-0-0 16r4-0 21-11-0
26-10-7 31-9-13 36-10-0 37�0-0 43-5-0
1 50-B-0
_ J
7-0-0 5-1-2 3-10-14 0-4 0 4-10-7
4-11-7 4-11-7 5-0-3 0- -0 6-5-0
7-3-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.62
Vert(LL)
0.41 22
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.81
Vert(CT)
-0.42 21-22
>999
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.76
Horz(CT)
0.11 18
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x6 SP No.2 *Except* TOP CHORD
1-3: 2x4 SP No.2
BOT CHORD 2x6 SP No.2 *Except* BOT CHORD
15-16,14-15: 2x4 SP No.2
WEBS 2x4SPNo.3
REACTIONS. (size) 14=0-8-0, 2=0-8-0, 18=0-3-8
Max Horz 2=270(LC 8)
Max Uplift 14=-538(LC 5), 2=-1892(LC 8), 18=-3097(LC 8)
Max Grav 14=813(LC 14), 2=3198(LC 13), 18=5160(LC 13)
FORCES. (lb) -Max. Comp./Max. Ten: -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6576/3730, 3-4=-5960/3468, 4-5= 7964/4719, 5-6= 8598/5121, 6-7=-6097/3650,
7-8=-2855/1695, 8-9— 898/1488, 9-1 0=-1 71312765, 10-11=-799/580, 1 t-12=-766/546
BOT CHORD 2-25=-3410/5851, 24-25=-4719/7964, 22-24=-5121/8598, 21-22=-4763/7965,
20-21=-4763/7965, 19-20� 3639/6070, 18-19— 1609/2681, 16-18=-2162/1425,
9-16=-862/730, 15-16=-707/362, 14-15=-606/737
WEBS 3-25=-1230/2476, 4-25= 2529/1525, 4-24=-124/637, 5-24=-804/488, 6-21=0/303,
6-20=-2273/1354, 7-20=621/1453, 7-19=-3897/2355, 8-19— 1288/2571, 8-18=-5132/3086,
10-16= 2356/1573, 10-15=-876/1693, 11-15=-407/431, 12-14=-884/791, 5-22=-224/372,
6-22=-442/769
PLATES GRIP
MT20 244/190
Weight: 670 lb FT = 20%
Structural wood sheathing directly applied or 4-4-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
6-0-0 oc bracing: 16-18
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Bearing at joint(s) 14 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
�1►Iillll/��
at) IN
No 68182
�-.0: !rcZ
��: S OF 4
44/
'9/ON A1- ���%`�
/1.111.111
Joaquin Velez PE No.68182
MITek USA, Inc. R. Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity 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 property incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MOW
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPIr Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type A
Qty ,
Ply
2508 CR 3CAR BLK NO HS
T24700281
2819559
A09C
SPECIAL
1
2
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
t3.49u s Jun Z zue I ivii I eK Inuusuies, mu. i nu dui ro ro:ou:ou cu4 r rays c
ID:zmbLkv5ELlDtgyehSMnND7z4_Wx-rJg8oUBXKb5em_S4Mipl VFgb3fWA_4UNm740zyxnC3
NOTES-
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback.
12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up a
design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-13=-112(F=-58), 2-25= 20, 18-25=-42(F= 22), 17-18=-42(F=-22), 15-16=-42(F=-22), 14-15=-42(F= 22)
Concentrated Loads (lb)
Vert: 25=-475(F)
14=538, 2=1892, 18=3097.
7-0-0 on bottom chord. The
A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
Mt
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Qty ;
Ply
2508 CR 3CAR BILK NO HS
T24700282
2819559
A10
SPECIAL
2
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, UAJU s Uun z zuzi ivu I eK Incusmes, Inc. Thu uui i o Ia:au:52202 i raye I
I D:?1 YDfItmYJ 1 NmupVDA3te2z4H2S-oiyTZUVP2yrpt38rCnkH6wLOjtNces6nr4UASsyxnC1
r1-4-4 6-1-8 10-4-3 14-3.12 21-0-0 29-e-0 1 33-4-0 36-3-6 1 44-4-0 1
-4-0 4-2-11 3-11-9 6-8-4 B-6-0 3-6-0 4-11-6 ' 6-0-10 '
7x8
6x8 =
Scale = 1:79.6
JR4 — 14
3x6 — 5x6 II 2x4 II
48 = 4x6 11
6-3-8
6-1-8 6-218 14-3-12 21-0-0 27-3-11 33-4-
T41 W1
6.1-8 0- 8-0-4 6-8-4 6-3-11 6-0-5
4-11-6 6-0-10
0-1-0
Plate Offsets (X Y)-- [4:0-2-0 0-3-0] [6:0-6-4 0-5-4] [9:0-3-0 0-3-0] [11:Edge 0-3-8] [15:0-2-8 0-3-01,[22:0-3-0,0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/dell L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.64
Vert(LL) 0.17 14 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.70
Vert(CT) -0.28 15-16 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.85
Horz(CT) 0.12 11 n/a n/a
BCDL 10.0
Code FBC2020[TP]2014
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, and
6-7: 2x6 SP No.2 2-0-0 cc purlins (4-10-14
max.): 6-7.
BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied.
Except:
8-13: 2x4 SP No.3 4-1-0 cc bracing: 20-22
WEBS 2x4 SP No.3 *Except* 10-0-0 cc bracing: 13-15
6-16: 2x4 SP No.2 WEBS 1 Row at midpt
5-18, 6-16, 7-16, 4-20
REACTIONS. (size) 2=0-8-0, 22=0-3-8, 11=0-3-8
Max Horz 2=388(LC 11)
Max Uplift 2=-303(LC 12), 22=-1113(LC 12), 11=-773(LC 12)
Max Grav 2=266(LC 21), 22=2067(LC 17), 11=1717(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-298/417, 3-4=-305/243, 4-5=-2326/1369, 5-6=-2025/1320, 6-7=-1826/1268,
7-8=-2316/1479, 8-9=-2308/1354, 9-1 0=-1 636/905, 10-11=-1615/944
BOT CHORD 20-22=-2030/1111, 3-20=-441/430, 19-20=-1036/2007, 18-19=-1085/2250,
16-18=-837/1901, 15-16=-797/1773, 8-15=-216/295
WEBS 5-18=-449/314, 6-18=- 118/517, 7-16=-58/340, 7-1 5=-317/645, 12-15=-728/1537,
fit
9-15=-298/846, 9-12= 1144/730, 10-12=-756/1532, 4-20=-2392/1221, 4-19=-63/314
� PQIJ I N �F
1) Unbalanced live loads have been for this design.
,O C•E N S�` �,�
roof considered
:��,�
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2R)
No 68'182
•�
• 21-0-0 to 25-0-0, Interior(1) 25-0-0 to 29-8-0, Exterior(2R) 29-8-0 to 33-6-9, Interior(1) 33-6-9 to 44-2-4 zone; porch left exposed;C.0
* �• *.
for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
=
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
-10 CCZ
to the use of this truss component.
-4) Provide adequate drainage to prevent water ponding.
- '. S T O F :• w
O •
5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other jive loads.
i T .�`�
i�,'�s
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
. O R It O
• •'' • •
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
i� S► • • • •' ��
7)
e11 3 ci; connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b)
� �O N pi ��•�
2=303e2mechanical
�E
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.69182
sheetrock be applied directly to the bottom chord.
MiTek USA, Inc. FL Cert 6634
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek°
Is always required for stability and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component
. 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type ,
Qty ,
Ply
2508 CR 3CAR BLK NO HS
T24700283
2819559
All
SPECIAL
1
2
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:54 2021 Page 1
ID:?1YDfitmYJ1 NmupVDA3te2z4H2S-k54E_9XfaZ5X7NIEJCnIBLQNYgOS6ne4lOzHXkyxnC?
1-4- 4-1-14 5-8.4 9-7-13 14-2-1 1%0.0 26-3-5 31-8-0 3-4-0 38-3-12 44-4-0
-4- 4-1-14 1-6-6 3-11-9 4-6.4 4-9-15 7-3-5 5.4-11 1-8-0 4-11-12 6-0.4
Scale = 1:81.7
THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2-0°
OF UNIFORM LOAD AS SHOWN.
1
O
3x6 = 4x6 =
6.4-11 9-7-13 14-2-1 19-0.0
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2020ITP12014
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP N0.2 `Except
4-25: 2x6 SP No.2, 10-15: 2x4 SP No.3
WEBS
2x4 SP No.3'Except*
3-23: 2x4 SP No.2
REACTIONS. (size) 2=0-8-0, 13=0-3-8
Max Horz 2=347(LC 11)
Max Uplift 2=-1017(LC 12), 13= 907(LC 12)
Max Grav 2=2074(LC 17), 13=1952(LC 18)
6.00 12
5x8 = 2x4 11 5x6 =
7 3132 8 33 9
2x4 II
25 `1 3x4 = 16 V' 15 14 13
2x4 II 3x8 = 3x6 11
CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TIC 0.55 Vert(LL) 0.48 24 >999 240 MT20 244/190
BC 0.87 Vert(CT) -0.62 24 >859 180
WB 0.78 Horz(CT) 0.33 13 n/a n/a
Matrix -AS Weight: 607 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: 23-25, 15-17
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3997/2013, 3-4=-9096/4648, 4-5=-10228/5281, 5-6= 4290/2348, 6-7=-3254/1906,
7-8= 2794/1774, 8-9=-2794/1774, 9-10— 2738/1733, 10-11=-2746/1618,
11-12=-188211061, 12-13=-1850/1092
BOT CHORD 2-25=-1939/3762, 23-25=-1465/2956; 4-23= 343/266, 22-23=-2847/5671,
21-22=-2848/5678, 20-21=-1953/3942, 18-20=-1397/3009, 17-18=-1103/2361,
10-17=-194/307
WEBS 3-25=-4008/2135, 3-23=-3776/7363, 5-22=-32/312, 5-21=-2040/1052, 6-21=-482/1188,
6-20=-1375/813, 7-20=-515/1254, 8-18=-391/417, 9-18=-443/915, 9-17=-285/583,
14-17=-871/1787, 11-17=-417/1142, 11-14=-1367/864, 12-14=-917/1786,
5-23=-2447/4786
NOTES-
11) 2-ply truss to be connected together with 1 Od (0.131 "xX) nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
•2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R)
19-0-0 to 23-0-0, Interior(1) 23-0-0 to 31-8-0, Exterior(2R) 31-8-0 to 35-8-0, Interior(1) 35-8-0 to 44-2-4 zone;C-C for members and
forces & MW FRS for reactions shown; 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.
m
fO N 9
,
`%%,, Pp.. N VFW �i.
i
No 68182
r
'O: ! C
S rr
OF : 44/'
C?
Illilur
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
:hthr is 91191
8) ` Thistrusshas been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
--'' - — - — — — -
Cor1f{r111BAFiNINGa'Gen? 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 property incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 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
2508 CR 3CAR BLK NO HS
T24700283
2819559
All
SPECIAL
1
2
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33b67, 6.43U 5 Jun Z idUZI NII I UK InOUS[ne5, Ina I I1U JUI 10 1 O:OU:O'f ZUG 1 raye 4
I0:?1Yl)fllmYJ1 NmupVDA3te2z4H28-k54E_gXfaZ5X7NIEJCnIBLONYgOS6ne4lOzHXkyxnC?
NOTES-
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1017, 13=907.
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.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse 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 SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
City ,
Ply
2508 CR 3CAR BLK NO HS
T24700284
2819559
Al2
SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, tf.43u s Jun 2 2U21 MI 1 eK Inousine5, Inc. I nu JUI in-10:3U:00 eue I rage 1
ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-CHecBVYHLtEOkXtQtvl_kZzX64MSrBzDX2ir3AyxnC_
T1-4•q 6-7-12 11-11-0 17-0-0 22-3.0 28-5-0 33-8.0 , 38.9-0 44-4-0
1 4 p 6-7-12 5.3-4 5.1.0 5-3-0 6-2-0 5-3.0 5-1.0 5-7-0
5x6 =
6.00 F12
5x6 = 3x4 =
5x6 =
28 29 6 30 7 31 32 8
Scale=1:79.6
r 12-XO 21 1 V 4x4 = 14 13 12 11
3x6 — 4x8 = 3x4 12x4 11 5x8 = 4x6 11
13.0-0
6-7-12 11-1L0
17-0-0
25.4-1
33-8-0
—
38-1.0 44-4-0
6-7-12 5-3-4
5-1-0
8-4-1
8-4-0
5.1.0
Plate Offsets (X,Y)--
[3:0-3-0,0-3-01, [5:0-3-0,0-2-01, [6:0-3-0,0-3-01, [8:0-3-0,0-2-01,
[11:Edge,0-3-81, [15:0-2-4,0-3-81, [19:0-7-12,0-5-01, [22:0-3-8,0-2-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
Udefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL)
0.46
20
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.89
Vert(CT)
-0.62
20
>860
180
BCLL 0.0
Rep Stress Incr YES
WB 0.97
Horz(CT)
0.29
11
n/a
n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
Weight: 308 lb FT = 20 %
LUMBER-
BRACING -
TOP CHORD
2x4 SP No.2
TOP CHORD
BOT CHORD
2x6 SP No.2 *Except*
BOT CHORD
2-20,11-14: 2x4 SP No.2, 8-13: 2x4 SP No.3
WEBS
2x4 SP No.3 `Except'
WEBS
19-22: 2x4 SP No.2
REACTIONS.
(size) 2=0-8-0, 11=0-3-8
Max Horz 2=306(LC 11)
Max Uplift 2=-1011(LC 12), 11=-901(LC 12)
Max Grav 2=2082(LC 17), 11=1953(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3872/1920, 3-4=-5104/2650, 4-5=-3706/2047, 5-6=-3313/1940, 6-7=-3310/1919,
7-8=-2442/1498, 8-9=-2788/1613, 9-10=-1823/1019, 10-11= 1859/1082
BOT CHORD 2-22=-1825/3613, 21-22=-137/264, 4-19=-501/1288, 18-19=-2365/4741,
16-18=-1663/3470, 15-16=-1524/3135, 8-15=-408/1026
WEBS 3-22— 1189/767, 19-22=-1846/3653, 3-19=-470/1047, 4-18=-1678/964, 5-18=-586/1375,
6-18=-393/182, 7-16=-122/599, 7-1 5=-1 053/591, 9-12— 1410/877, 10-12=-918/1777,
9-15=-437/1216, 12-15=-833/1722
Structural wood sheathing directly applied, except end verticals.
Rigid ceiling directly applied. Except:
10-0-0 oc bracing: 19-21, 13-15
1 Row at midpt 4-18, 6-18, 7-15
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R)
17-0-0 to 21-0-0, Interior(1) 21-0-0 to 33-8-0, Extedor(2R) 33-8-0 to 37-8-0, Interior(1) 37-8-0 to 44-2-4 zone;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
• 4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = IO.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=1011,11=901.
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.
``,,,,�111:1111//11�
PQU I N VFW e
E N S. F N 0
••�'\ t�
o
_® No 68182
fi
t
N AL,��C� �•
I/.11111�
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
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 propedy incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MOW
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIi Duality 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
2508 CR 3CAR BLK NO HS
T24700285
2819559
A13
SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 1515:30:57 2021 Page 1
ID:71 YDfItmY0 NmupVDA3te2z4H2S-BflMcBZXtUU5_r0o_KKSp_2sPu10J62W_MBx63yxnBy
1-4- 6-7-12 11-11-0 15-0-0 21.3-10 26-11-15 33.0-0 35-8-0 40.4-6 44-4.0
4-0 6-7-12 5-3.4 3-1-0 6-3-10 5-8-5 6.0-1 2-8-0 4.8-6 3-11-it
Sx6 =
6.00 12 5x6 = 3x4 =
5 29 6 30 7
2x4 11 6x8 =
81 8 9
23 22 " 15 14 13 -- -- 12
3x6 = 4x8 = 3x4 11
12
2x4 11 6x8 =
44-4-0
Scale = 1:79.5
6x8 =
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.50 21 >999 240, MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.68 17-19 >779 180
BCLL 0.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.35 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 309 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x6 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except:
2-21,12-15: 2x4 SP No.2, 8-14: 2x4 SP No.3 10-0-0 oc bracing: 20-22, 14-16
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-19, 7-16, 9-13, 10-12
20-23,9-16: 2x4 SP No.2, 11-12: 2x6 SP No.2
REACTIONS. (size) 2=0-8-0, 12=0-3-8
Max Horz 2=266(LC 12)
Max Uplift 2=-1011(LC 12), 12=-905(LC 12)
Max Grav 2=2064(LC 17), 12=1940(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3832/1924, 3-4=-5006/2656, 4-5=-4070/2246, 5-6=-3674/2096, 6-7=-3919/2194,
7-8=-2917/1754, 8-9= 2890/1740, 9-10=-2042/1225
BOT CHORD 2-23=1832/3546, 22-23= 125/282, 4-20=-509/1154, 19-20=-232214572,
17-19=-1992/4006, 16-17=-1882/3759, 8-16=-250/302, 12-13=-695/1234
WEBS 3-23— 1154/775, 20-23=-1866/3561, 3-20= 467/991, 4-19=-1298/792, 5-19=-709/1568,
6-19=-569/286, 7-17=-69/491, 7-16=-1064/563, 13-16=-1032/2326, 9-16=-1442/2860,
9-13=-1850/971, 10-13=-250/854, 10-12=-2003/1204 I N
1) ,' Unbalanced roof live loads have been considered for this design. ���,, ,O �,� G E N S� � o,�
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=6.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Exterior(2R) NO 68182
15-0-0 to 19-0-0, Interior(1) 19-0-0 to 35-8-0, Exterior(2R) 35-8-0 to 39-8-0, Interior(1) 39-8-0 to 44-1-4 zone;C-C for members and * !tt
forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific .�
to the use of this truss component. Cc
• 4) Provide adequate drainage to prevent water ponding. �O STtR
OF ��;
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ,� ••Q, ,%
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i N
will fit between the bottom chord and any other members, with BCDL = 10.0 sf. ��i s (2?
7) Provide
r 1viidi mechha05 cal connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1111111'
O N Ai � %N�
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.68182
sheetrock be applied directly to the bottom chord. MiTek USA, Inc. R. Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity design, parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
'
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type ,
Qty ,
Ply
2508 CR 3CAR BLK NO HS
T24700286
2819559
A14C
Half Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:30:59 2021 Page 1
ID:? i YDfltmYJ1 NmupVDA3te2z4H2S-52t71 tboP5kpDBAB61MwuP7C4hihn?ypSgh2ByyxnBw
1-4- 6-9-4 13.0-0 19-5-5 2%10-11 32-4-0 38-2-4 44-4-0
-4-0 6-9-4 6-2-12 6-5-5 6-5-5 6-5-5 5-10-4 6-1-12
6.00 12
4x6
5x6
328
ST1.5x8 STPcc
27
M 1 2
0
22
5x6 = 3x8 = 5x6 = 5x6 = 48 = 2x4 11
5 296 30 7 318 9 32 10
i
ex10 —
19 1 1
7x10 17 16 15
4x4
6x8 =
eu
21
4x8 = 2x4 11
3x6 = 5x8 = 2x4 II 2x4 11
2x4 11
3-3-3
13 12 JJ
2x4 11 44 =
11
6x8 =
Scale = 1:81.1
m
GD N
0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020ITP12014
CS1.
TC 0.70
BC 0.93
WB 0.97
Matrix -AS
DEFL. in (loc) Vdefl Ud
Vert(LL). 0.67 20 >786 240
Vert(CT) -0.89 20 >596 180
Horz(CT) 0.41 11 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 302 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:
4-21,8-13: 2x4 SP No.3, 16-19,14-16: 2x6 SP No.2 10-0-0 oc bracing: 19-21
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt
7-14, 9-14, 9-11
19-22,18-23: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 19
REACTIONS. (size) 11=0-3-8, 2=0-8-0
Max Horz 2=467(LC 12)
Max Uplift 11=-942(LC 12), 2=-987(LC 12)
Max Grav 11=1862(LC 17), 2=2050(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3789/1783, 3-4=-5695/2944, 4-5=-4504/2383, 5-6=-4096/2212, 6-7=-4553/2412,
7-8=-361&1923, 8-9= 3582/1902
BOT CHORD 2-22=-1914/3424, 4-19=-915/1854, 18-19= 2758/5055, 17-18=-2525/4676,
15-17=-2525/4676, 14-15=-2412/4542, 8-14=-321/320, 11-12=-785/1491
WEBS 3-22=-1715/1113, 19-22= 2142/3B55, 3-19=-864/1676, 7-14=-1120/596, 12-14=-809/1533,
9-14=-1429/2658, 9-12=-364/382, 9-11=-2206/1161, 7-15=0/33B, 5-18=-799/1758,
j1111111//��
6-18=-862/405,4-1$= 1744/978
`
IN VE' "`!4
NOTES-
PQU i
40� ,O C, E /' 5+ •• F� 0'
••,•
1) Unbalanced roof jive loads have been considered for this design.
; �N,,
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
:�
II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R)
NO 68182
•;
' 13-0-0 to 18-7-14, Intedor(1) 18-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
,; 71t
plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
.�
to the use of this truss component.
�O :• ST 0 F :
•4) Provide adequate drainage to prevent water ponding.
�W;
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
r ,�'.• Q. •+•\_,��
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
� Q
�i� . •,� 0 R II .
�I� •
will fit between the bottom chord and any other members, with BCDL=10.Opsf.
tSs • • • �� ��
/Oanical
7) Provide
connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
'ecch
/�N A� � ��4
11=942,287.
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.68182
sheetrock be applied directly to the bottom chord.
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
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 ANSUTPI1 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
250E CR 3CAR BLK NO HS
T24700287
2819559
A15
MONO HIP
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021.MiTek Industries, Inc. Thu Jul 15 15:31:01 2021 Page 1
ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-1 R?tSZc2xi_XSSKaDAPOzgCaSVNcFyT6v_A9GgyxnBu
r1-4-q 6.4-4 11-0-0 16-7-12 24-0-11 %3-5 38-8-3 44-4.0
�0 6-4-4 4-7-12 5-7-12 7-4-15 7-2-105-7-13
Scale = 1:78.1
5x6 = 3x4 = 5x6 = 5x6 = 4x4 = 2x4 11
4 5 23 624 725 8 26 9
2x4 II 5x6 = 3x4 = 3x4 = 4x4 = 6x8 —
3x6 = 3x8 = 4x6 =
B-5-12
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.58
BC 0.97
WB 0.78
Matrix -AS
DEFL. in (loc) I/dell Ud
Vert(LL) 0.44 13-14 >999 240
Vert(CT) -0.68 14-16 >778 180
Horz(CT) 0.19 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 244 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.1 "Except' BOT CHORD Rigid ceiling directly applied:
2-15: 2x4 SP No.2 WEBS 1 Row at midpt
5-16, 7-11, 8-10
WEBS 2x4 SP No.3
REACTIONS. (size) 10=0-3-8, 2=0-8-0
Max Horz 2=405(LC 12)
Max Uplift 10=-941(LC 12), 2=-1015(LC 12)
Max Grav 10=1886(LC 17), 2=2024(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3757/1870, 3-4=-3294/1708, 4-5— 2944/1606, 5-6=-3768/1950, 6-7=-3557/1801,
7-8=-2333/1150
BOT CHORD 2-17=-1938/3385, 16-17=-1938/3385, 14-16=-1966/3591, 13-14=-2009/3772,
11-13=-1654/3139, 10-11=-895/1655
WEBS 3-16=-570/416, 4-16— 492/1224, 5-16=-1002/524, 5-14=-73/459, 6-13=-395/382,
7-13=-270/768, 7-11=-1268/805, 8-11= 574/1494, 8-10= 2309/1265
NOTES-
1) Unbalanced roof live loads have been considered for this design.
0111111111111
VFW-�eo�
,���`PQUIN
Q •' • • • • • •' • F �i
2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-O to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2R)
�� •.
, •'��C' E N SAC`'? ���'
11-0-0 to 16-7-12, Intedor(1) 16-7-12 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
`���
plate grip DOL=1.60
NO 68182
•�
• 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
* �• 1F
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
y
�� S T OF ��
will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf.
.00;�'.�♦
•'.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
\ i�
Q
10=941,2=1015.
✓j�l�Si •••••' ����
8) is design reuires that a minimum ofa structural wood sheathing be applied directly to the top chord and 1/2" gypsum
10�,, /O N p11
sh truss
ock be directly to the bottom chord.
IE
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING -Verity 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 ANS11TPI/ 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 I
Ply
2508 CR 3CAR BLK NO HS
T24700288
2819559
A16
MONO HIP
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 15 15:31:02 2021 Page 1
ID: ?1 YDfltmYJ1 NmupVDA3te2z4H2S-VdZFfudgi0604cvmnuwdW 1 IhZvnP_MZF8evioGyxnBt
r1-4-Q 6-4-1 9-0.0 15-4-15 22-5-11 30-10-5 37-11-2 44-4-0
1-4-0 6.4-1 2-7-15 6-4.15 7-0-13 B-4-9 7-0-13 6-4-14
6.00 12
3x6 =
Scale = 1:78.1
5x6 = 3x4 = 5x6 = 5x6 = 3x6 = 3x4 11
4 22 235 24- 6 25 7 26 8 27 9
16 15 14 13 12 11 10
3x8 = 5x6 WB=
3x4 =
3x4 =
46 =
4x4 =
6x8 =
9.0-0 17-11.12 26-8-0 35-4-4
L 44-4-0
9.0-0 8-11-12 8-B-4 B-8-4
8-11-12
Plate Offsets (X Y)-- [4:0-3-0,0-2-01, [6:0-3-0,0-3-41, [7:0-3-0,0-3-4]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in floc) Udefl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.81
Vert(LL) 0.58 13-14 >912 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.74
Vert(CT) -0.74 13-14 >715 180
BCLL 0.0
Rep Stress Incr YES
WB 0.98
Horz(CT) 0.20 10 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 229 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.1 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 WEBS 1 Row at micipt
5-16, 8-10
OTHERS 2x4 SP No.3
REACTIONS. (size) 10=0-3-8, 2=0-8-0
Max Horz 2=343(LC 12)
Max Uplift 10=-934(LC 12), 2=-1023(LC 12)
Max Gram 10=1634(LC 1), 2=1708(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3146/1886, 3-4=-2955/1804, 4-5=-2639/1665, 5-6=-3823/2296, 6-7=-3768/21 9 1,
7-8=-2542/1453
BOT CHORD 2-16=-1883/2770, 14-16=-2274/3626, 13-14=-2440/3997, 11-13=-2033/3380,
10-11— 1190/1959
WEBS 3-16=-302/352, 4-16=-583/1093, 5-16=-1284/753, 5-14=-136/443, 6-14= 299/318,
6-13=-339/369, 7-13=-233/573, 7-1 1=-1 194/837,8-11=-550/1186, 8-10=-2379/1455
NOTES-
1) Unbalanced roof live loads have been considered for this design.
IIIllltll//���
VF��!4Ie
,��PQUIN
• • • • •' • F �i
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
�� ,..• •,
; �•` \Ci E N SF.•� ���
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Extedor(2R) 9-0-0
:��
to 14-7-14, Interior(1) 14-7-14 to 44-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1_60
NO 68182
•;
• 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.
.� ; C'
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
-�3 S 0 F 4U
.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
0 Q •,3M 4 ;
will fit between the bottom chord and any other members.
.0
•'• 4 V
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
0 R %
•,
,III ssr •
10=934, 2=1023.
• • • • • • %%,
8) is trussdesign requires that a minimum of " structural wood sheathing be applied directly to the top chord and 1/2" gypsum
10 N Alill rl
sh trbe applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity 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 ANS11TP/f 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 i
Ply
2508 CR 3CAR BLK NO HS
T24700289
2819559
A17
Half Hip Girder
1
2
Job Reference (optional)
Builders t-IfstSource (viant Gny, t-L), viarn Lary, rL - 00001, 0.— J dui I � ...1 1.111I„— , „- „u,
ID:?i YDfitmYJ1 NmupVDA3te2z4H2S-sbMBichpWYkhANnjaRVoD5Sa8wbFfik_HwdTTUyxnBo
1-4- 7-0-0 9-11-0 15-2-0 20-5-0 25-8-0 30-11-0 36-2-0 41-5-0 44.4-0
1-4.0 7-0.0 2.11-0 5-3-0 5-3-0 5-3-0 5 5-3-0 2-11-0
6x8 =
7x8 =
6.00 F12
3 22 4 23 24 5 25 26 6 27 28 29 730 31 32 8 33 34
Scale = 1:78.1
7x8. = 2x4 11
35 9 36 37 10 38 1139
19 40 41 18 42 43 4417 45 46 16 47 48 1549 50 14 51 52 53 13 54 55 12
ST1.5x8 STP = 7x8 = 7xB = 6x8
4x6 =
12-6-8
5-3.0
38-9-8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Udefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL)
0.57 16-17 >931 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.31
Vert(CT)
-0.65 16-17 >817 180
BCLL 0.0
Rep Stress Incr NO
WB 0.60
Horz(CT)
0.12 12. n/a n/a
BCDL 10.0
Code FBC2020/rP12014
Matrix -MS
Weight: 591 lb FT = 20
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2 'Except*
TOP CHORD
Structural wood sheathing directly applied or 4-4-9 cc purlins,
1-3: 2x4 SP No.2
except end verticals.
BOT CHORD 2x6 SP M 26
BOT CHORD
Rigid ceiling directly applied or 8-8-7 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 12=0-3-8, 2=0-8-0
Max Horz 2=276(LC 8)
Max Uplift 12=-2052(LC 5), 2= 1875(LC 8)
Max Grav 12=3307(LC 1), 2=3031(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6213/3681, 3-4=-5600/3430, 4-5=-8276/5042, 5-6— 9762/5973, 6-7=-10094/6180,
7-8=-9288/5686, 8-9= 7365/4499, 9-10= 4313/2612
BOT CHORD 2-19=-3369/5491, 18-19=-4445/7165, 17-18=-5737/9234, 16-17=-6291/10127,
15-16=-6154/9899, 14-15= 5316/8538, 13-14=-3719/5950, 12-13=-1534/2392
WEBS 3-19=-1344/2504, 4-19=-2552/1659, 4-18=-992/1853, 5-18=-1585/1136, 5-17=-453/887,
6-17=-625/588, 7-16= 81/387, 7-15=-987/758, 8-15=-610/1239, 8-14=-1916/1335,
9-14= 1232/2227, 9-13=-2788/1889, 10-13= 1766/3139, 10-12= 3744/2408 11111111/// j
NOTES- ♦♦�`op, J`N .•`..
1) 2-ply truss to be connected together with IOd (0.131 °x3°) nails as follows: N
♦♦ , GE
Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 cc. �♦ ,••�,� S�`••.• �.0
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9=O cc. i
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. No 68182
• 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. 'Qcc
4) Wind:- ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat. :• ST OF : •� Z
' 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 .0
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �i� i(� ••• �`' O \ Q��.• _`♦♦�
to the use of this truss component. �j. (� O R II
•.
6) Provide adequate drainage to prevent water ponding. �I� SS ........ • �� �♦
plates7) All 8) Thistruss has been des gned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��,�,�� N A; 1� ���♦
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 Joaquin Velez PE No.68182
will fit between the bottom chord and any other members. MiTek USA, Inc. FL Cert 6634
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6904 Parke East Blvd. Tampa FL 33610
12=20521 2=1875. Date:
July 16,2021
0 WARNING - Verity 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 property Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANShTPll 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
2508 CR 3CAR BLK NO HIS
T24700289
2819559
A17
Half Hip Girder
1
2
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43o s Jun 2 2U21 Mi I eK Inaustnes, Inc. I nu jut i5 1b:3i:u/ tun rage 2
ID:?1 YDfitmYJ 1 NmupVDA3te2z4H2S-sbMBichpW YkhANnjaRVoD5SaBwbF8k_HwdTTUyxnBo
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 168 lb up at 7-0-0, 91 lb down and 168 lb up at
9-0-12, 91 lb down and 168 lb up at 11-0-12, 91 lb down and 168 lb up at 13-0-12, 91 lb down and 168 lb up at 15-0-12, 91 lb down and 168 lb up at 17-0-12, 91 lb
down and 168 lb up at 19-0-12, 91 Ito down and 168 lb up at 21-0-12, 91 lb down and 168 Ib up at 23-0-12, 91 lb down and 168 lb up at 25-0-12, 91 lb down and 168 lb
up at 27-0-12, 91 lb down and 168 lb up at 29-0-12, 91 lb down and 168 lb up at 31-0-12, 91 lb down and 168 lb up at 33-0-12, 91 lb down and 168 lb up at 35-0-12; 91
lb down and 168 lb up at 37-0-12, 91 lb down and 168 lb up at 39-0-12, 91 Ib down and 168 lb up at 41-0-12, and 91 lb down and 168 lb up at 43-0-12, and 145 lb down
and 152 lb up at 44-2-4 on top chord, and 323 lb down and 136 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at
15-0-12, 66 lb down at 17-0-12, 66 lb down at 19-0-12, 66 lb down at 21-0-12, 66 lb down at 23-0-12, 66 lb down at 25-0-12, 66 lb down at 27-0-12, 66 lb down at
29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 Ib down at 37-0-12, 66 lb down at 39-0-12, 66 lb down at 41-0-12, and 66 lb down at
43-0-12, and 106 lb down at 44-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-11=-54, 2-12=-20
Concentrated Loads (lb)
Vert: 3=-91(B) 11=-145(B) 12=-61(B) 19=-323(B) 5=-91(B) 16=-41(B) 8=-91(B) 13=-41(B) 22=-91(B) 23= 91(B) 24=-91(B) 25=-91(B) 26=-91(B) 27=-91(B)
28=-91(B) 30=-91(B) 31=-91(B) 32=-91(B) 34=-91(B) 35=-91(B) 36=-91(B) 37=-91(B) 38=-91(B) 39=-91(B) 40=-41(B) 41=-41(B) 42=-41(B) 43=-41(B) 44=-41(B)
45=-41(B) 46=-41(B) 47=-41(B) 48=41(6),49=41(B) 50=-41(B) 51=-41(B) 52=-41(B) 53=-41(B) 54=-41(B) 55=-41(B)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MITek3 connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek°
Is always required for stability and to prevent collapse with possible personal injuryjand property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 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
I
Job
Truss
Truss Type 1
City 1
Ply
2508 CR 3CAR BLK NO HS
T24700290
2819559
B03
COMMON SJPPORTED GAB
1
1
Job Reference (optional)
Builders FirstSource (f lant Gny, FL), Flant.t;ny, ru - 3Jbbf, 0.40V b JUII L GVL 1 IVII 1 — II IU-11—, 11— 111u ,,,,..,1.Hu
ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-KnwWwyiRHssXoXMw8Bl l ml?m?J_BOHBBW aM1 ?wyxnBn
1-4-0 9-4.0 18-8.0 20-0-0
1-4-0 9.4-0 9.4-0 1-4-0
Scale=1:37.5
4x4 =
m
Io
3x4 = bXb =
18-8-0
18-B-0
Plate Offsets (X Y)-- [2.0-3-8 Edge] [2.0-2-8 Edge] [12.0-3-8 Edge] [12:0-2-8 Edge] [17.0-3-0 0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.56
Vert(LL) -0.02 13 n/r 120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.07
Vert(CT) -0.02 13 n/r 120
BCLL 0.0 '
Rep Stress Incr YES
WB 0.07
Horz(CT) 0.00 12 n/a n/a
BCDL 10.0
Code FBC202OTrP12014
Matrix-S
Weight: 97 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 P BOT CHORD Rigid ceiling directly applied
or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 18-8-0.
(lb) - Max Horz 2=220(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 20, 14 except 2=-303(LC 12), 12=-303(LC 12), 18=-112(LC 12),
19— 132(LC 12), 16=-112(LC 12), 15=-132(LC 12)
Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 16, 15, 14 except 2=255(LC 1), 12=255(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 6-7=-98/342, 7-8=-97/342
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -2-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 9-4-0, Comer(3R) 9-4-0
to 13-4-0, Exterior(2N) 13-4-0 to 20-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
If fit
grip DOL=1.60
3) Truss designed for wind loads in the of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
p,QV N
plane
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
%%���
' G*i , * •'
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
Jo
; •�,�
to theuseof this truss component.
:♦ �t`••,�
5) All plates are 2x4 MT20 unless otherwise indicated.
No 68182
' 6) Gable requires continuous bottom chord bearing..
1k
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
'. ST O F .� 14/•
will fit between the bottom chord and any other members.
10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
0.•
%N P ;
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
treatment if it does corrode the If ACQ, CBA, or CA-B treated lumber is used, improved corrosion
4 O \_��♦
�� R ,♦
�� ss ' •
suitable may used not plates.
%%
oisrequired, and G1 85galvanizedplateswiththisdesign. Incising factors have not been considered for this
be se'Idts
�I��O N Afill
design. Building designer to verify this product intended
I I
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 14 except
Joaquin Velez PE No.68182
Qt=lb) 2=303, 12=303, 18=112, 19=132, 16=112, 15=132.
MiTek USA, Inc. FL Cert 6634
12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2.
69b4 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
® WARNING - Verity designparameters 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 property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
Is always required for stability and to prevent collapse with passible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Duality 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
2508 CR 3CAR BLK NO HS
T24700291
2819559
B04
COMMON STRUCTURAL GA
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.4aU s uun z zuzl mi I eK Inausmes, Inc. i nu uui i o i o:a I: I u zuc i rdye r
I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-GA2HLdjhpT7F1 qW I FZ3Vg45J7Vgs6MR_ur74pyxnBl
1-4-0 7-5-4 14-4.0 21-2-12 20.8-0 30-0-0
1-4-0 7-5-4 6.10-12 6-10-12 7-5.4
m
01
4x6 =
6.00 12
3x4 = 5x8 = 13 12 11 lU
5xB =
3x4 II
Scale = 1:55.8
10-3.5 18-3.8 18 fi-11 28-8.0
10-3-5 B-0-3 0- -3 10-3-5
Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-8,Edge], [4:0-3-0,0-3-4], [5:0-2-0,0-0-8], [6:0-3-0,0-3-0], [8:0-4-0,0-2-1], [13:0-2-0,0-1-8], [13:0-4-0,0-3-0], [14:0-2-0,0-0-2], [14:0-4-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.63
Vert(LL) -0.16
14-39 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.77
Vert(CT) -0.34
14-39 >650 180
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.41
Horz(CT) 0.01
13 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 201 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
P
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 5-13
OTHERS 2x4 SP No.3
REACTIONS. All bearings 10-8-0 except Qt=length) 2=0-8-0.
(lb) - Max Horz 2=322(LC 11)
Max Uplift All uplift 100 lb or less at joint(s) 12,
Max Grav All reactions 250 lb or less at joints)
8=276(LC 22)
10 except 2=-513(LC 12), 13=-740(LC 12), 8=-298(LC 12)
11, 10, 8 except 2=830(LC 17), 13=1444(LC 19), 13=1274(LC 1),
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-888/536; 4-5=-665/438, 5-6=-162/571, 6-8=-68/395
BOT CHORD 2-14=-283/1006, 12-13=-257/267, 11-12=-257/267, 10-11=-257/267, 8-10= 257/267
WEBS 5-13=-1141/675, 6-13=-446/514, 5-14=-335/871, 4-14=-509/513
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -2-0-0 to 2-0-0, Interior(1) 2-0-0 to 14-4-0, Exterior(2R)
14-4-0 to 18-4-0, Interior(1) 18-4-0 to 30-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/fPI 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 2x4 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, with BCDL = 10.Opsf.
9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion
protection is. required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this
design. Building designer to verify suitability of this product for its intended use.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 10 except
(jt=lb) 2=513, 13=740, 8=298, 8=298.
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
,`,,�IIIIIIrIIrrr,I
F�%��.
�, ••�'` 4'
No 68182
� r
•
��'�• A,fR \
i,:F•;,
C'>%
rrrrrl nailtl��
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
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 property Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek°
Is always required for stability and to prevent collapse 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 r
Qty .
Ply
2508 CR 3CAR BLK NO HS
T24700292
2819559
B05
COMMON
3
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, oAciu s uun z zuzi MI I ex industries, inc. i nu dw j a j oa i; i t zuc i rdye j
ID:ZzuNOAdEBoQdU2OWuKTi6czlUlk-kMcfYzkJanF6f 5VpHakNxdGzXrcbWTaCXbhcFyxnBk
1-4-0 7-5-4 14-4-0 21-2-12 28-8-0 30-0-0
1-4-0 7-5.4 6-10-12 6-10-12 7-5-4
4x6 =
6.00 F12
Scale=1:51.1
3x4 = 4x4 = 3x4 = 4x4 =
4x4 =
9-5-6
19-2-10
28-8-0
9-5-6
9-9-3
9-5.6
Plate Offsets (X Y)--
[3:0-3-0 0-3-4] [5:0-3-0 0-3-4]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.64
Vert(LL) .
-0.30
8-10
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.73
Vert(CT)
-0.46
8-10
>744
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.61
Horz(CT)
0.06
6
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 132 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.i BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Horz 2=-322(LC 10)
Max Uplift 2=-711(LC 12), 6=-711(LC 12)
Max Grav 2=1314(LC 17), 6=1314(LC 18)
FORCES. (lb) - Max. Comp:/Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 2115/1210, 3-4=-1973/1215, 4-5=-1973/1215, 5-6=-2115/1210
BOT CHORD 2-10— 907/2073, 8-10=438/1294, 6-8=-924/1832
WEBS 4-8= 417/981, 5-8=-470/517, 4-10=-417/980, 3-10=47M17 .
NOTES -
I) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 14-4-0, Exterior(2R)
14-4-0 to 18-4-0, Intedor(1) 18-4-0 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 ,OPQ,% vIN V��I�♦'
plate grip DOL=1.60 ,`% ��F ♦♦
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific N l ♦♦♦
to the use of this truss component. �� ,••��C' S�`••,• ♦.0
4) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other jive loads.
5) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 6 81 82
` 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 (jt=lb)
2=711, 6=711. l
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 ;• S O F 44/
sheetrock be applied directly to the bottom chord.
•... ••
40
.00 AN
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
bate:
July 16,2021
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
2508 CR 3CAR BLK NO HS
T24700293
2819559
B06C
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, m43u s ,run z zu4 i rvi t ex inuusures, inc. i nu uu i s taco i; i s cuc i raye i
ID:?1 YDfItmYJ1 NmupVDA3te2z4H2S-CY91 mJlxL5NzHBghN_5zw8ASpxD9Kxv4RBKE8hyxnBj
1-4-0 7-3-11 13-6.8 15-1-8 21-4-5 28-8-0 30-0-0
1-4-0 7-3-11 6-2-13 1-7-0 6-2-13 7-3-1.1 1-4-0
Scale=1:53.1
4x6 =
4x6 =
6.Do 12 4
2x4 11 3x4 = 3x4 = 2x4 11 3x4 =
3x4 = 3x4 =
28-8-0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.57
BC 0.58
WB 0.73
Matrix -AS
DEFL. in
Vert(LL) 0.14
Vert(CT) -0.19
Horz(CT) 0.07
(loc) I/dell Ud
9-19 >999 240
9-19 >999 180
7 n/a n/a
PLATES
MT20
Weight: 145lb
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
REACTIONS. (size) 2=0-8-0, 7=0-8-0
Max Horz 2=307(LC 11)
Max Uplift 2= 711(LC 12), 7=-711(LC 12)
Max Grav 2=1133(LC'1), 7=1133(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1886/1170, 3-4=-1331/950, 4-5=-1120/927, 5-6=-1331/950, 6-7=-1886/1170
BOT CHORD 2-13=-859/1703, 11-13=-860/1699, 10-11=-437/1120, 9-10=-891/1635, 7-9=-890/1639
WEBS 3-13=0/295, 3-11=-713/533, 4-11=-231/378, 5-10=-231/378, 6-10=-714/532, 6-9=0/295
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-6-8, Extedor(2E)
13-6-8 to 15-1-8, Exterior(2R) 15-1-8 to 20-9-6, Interior(1) 20-9-6 to 30-0-0 zone;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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 jive load of 20.Opsf on the bottom chord in 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 Gt=lb)
2=711,7=711.
'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.
GRIP
244/190
FT = 20%
``.%itIIII/1//ICI
I N
�� ,O ••�:G E N S • F�'��i
10
No 68182
�•' S OF :•�/
00
O N
"'ml1ioO
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
T
Ia
0
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
'•
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll 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
2508 CR 3CAR BLK NO HS
T24700294
2819559
B07C
Roof Special
1
1
Job Reference (optional)
Builders FirstSource (Plant (Aty, FL), Plant Glty, FL - 33b6 t, a.vou s dun a ZUz r rvu !UK uruusures, ux:. 1 nu dui ra i a:u r : i o cuc i rayu i
ID:71YDfltmYJ1 NmupVDA3te2z4H2S-gkjPzfla6OVgvlFtwhcCTMicvKV43R2tgr4ohByxnBi
1-4-0 6.0-8 11.6-8 12-10-7 15-0.0 21-6-12 28-8-0 30-0-0
1-4-0 6-0-8 5.6-0 1.3-15 2-1-8 6-6-12 7-1-4 1-4-0
4x6 =
4x6 = 5x6
Scale=1:53.1
3x4 =
2x4 11 3x4 = 5x6 = 3x4 = 4x4 =
5-6-0 ' 1-3-15
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 *
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020lrP12014
CSI.
TC 0.61
BC 0.86
WB 0.54
Matrix -AS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/defl Ud
-0.18 10-19 >999 240,
-0.36 10-19 >952 180
0.07 8. n/a n/a
PLATES GRIP
MT20 244/190
Weight: 153 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
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=308(LC 11)
Max Uplift 2=-711(LC 12), 8=-711(LC 12)
Max Grav 2=1302(LC 17), 8=1305(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2216/1310, 3-4=-1650/1083, 4-5— 1436/1072, 5-6=-1622/1231, 6-7=-1963/1264,
7-8=-2105/1267
BOT CHORD 2-13=1042/2157, 12-13=-1042/2157, 11-12=-631/1573, 10-11=-484/1323,
8-10=-960/1827
WEBS 3-12=-676/472, 4-12=-160/404, 5-11— 614/470, 6-11= 512/844, 6-10=-411/883,
7-10=-448/496
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; Cat.
,'J11�1�.1111,
U' N V I�f,
F�
(3-second gust) eave=5ft;
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-6-8, Exterior(2E)
•E •'• Fes' ���
11-6-8 to 12-10-7, Interior(1) 12-10-7 to 15-0-0, Extedor(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and
��� ,� 1V
; '��Ci `S�C`'•�� ��
��
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
i
No 68182 10
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
;
13 :� S OF :
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
��;
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
Al
2=711, 8=711.
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
,c'�.•
��. ,`•S .. O R Q \_,��
�iS j '' • • • •''�� ,%
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
ll USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5119/2020 BEFORE USE.
'
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek*
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSbTPII 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
2508 CR 3CAR BLK NO HS
T24700295
2819559
BOBC
Roof Special
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, I-L - 33561, 0.4aU s dun Z ZUZ 1 1VII I eR 111UUbUlUb, 111U. I I1U V UI 10 10.0 1. I U 4Va I rage 1
ID:?1 YDfltmYJ1 NmupVDA3te2z4H2S-d7rAOLnge01YBcPG26fgYnoyRBBnXHXA79ZulOyxnBg
1-4-0 5-2-15 9-fi-8 10-10-7 15-0-0 21-6-12 28-8-0 30-0-0
1.4-0 5-2-15 4-3-9 1-3-15 4-1-8 6.6-12 7-1-4 1-4-0
Scale=1:53.1
4x6 =
44 =
3x4 = 3x4 = 3x4 = 3x4 = 3x4
9-6.8
10-10-7
19-6-15
28-8-0
9-6-8
1-3-15
8-8-7
9-1-1
Plate Offsets (X Y)--
[7:0-3-0 0-3-4] [8:0-2-10 0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
Vdefl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL)
-0.31 10-12
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.97
Vert(CT)
-0.50 10-12
>687
180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.80
Horz(CT)
0.07 8
n/a
n/a
BCDL 10.0
Code FBC2020lrP12014
Matrix -AS
Weight: 145 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2 *Except*
•2-11: 2x4 SP No.1
WEBS
2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2= 308(LC 10)
Max Uplift 2=-711(LC 12), 8=-711(LC 12)
Max Grav 2=1307(LC 17), 8=1310(LC 18)
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=-2187/1428, 3-4=-1899/1222, 4-5=-1689/1190, 5-6=-1948/1440, 6-7=-1989/1299,
7-8=-2131/1301
BOT CHORD 2-13=-1177/2150, 12-13=-836/1843, 10-12=-517/1326, 8-10=-958/1848
WEBS 3-13=-371/398, 4-13=-219/536, 5-12=-837/691, 6-12=-644/1028, 6-10=-410/931,
7-10=-442/495
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft;.eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-6-8, Extedor(2E) 9-6-8
to 10-10-7, Interior(1) 10-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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)
2=711, 8=711.
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.
djU IN
�� J� G•E N S
4' F� �'•�
�, ••�\
No 68182
�:• S OF
'f-si0 NM
� 1�`` �`,
Joaquin Velez PE No.68182
MTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity designparameters 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 property Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
M iTek°
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPI1 Quality Criteria, OSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Qty I
Ply
2508 CR 3CAR BILK NO HS
T24700296
2819559
B09
ROOF SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Plant City, I-L), Plant city, rL - 33bbl, 0.,#au A dull L LUG I Ivn I un II IUU-11—, II— I I lu JUI I a l o. I. lv — l , U. ,
I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-5J PYbhoSPJtPmlzScgAv4_K6oYU7GIkJMpISHSyxnBf
1-4-0 7-6-8 8-10-7 15-0-0 22-0-5 28-8-0 30-0-0
1-4-0 7.6.8 1-3-15 6.1-8 7-0-6 6-7-11 1-4-0
w
0
5x6 =
3x4 =
8x4 = 3x4 = 3x4 = 3x4 = 3x4 Q
10-5-2
Scale=1:53.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Udefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.70
Vert(LL) -0.29 10-12 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.97
Vert(CT) -0.49 10-12 >701 180
BCLL 0.0 '
Rep Stress ]nor YES
WB 0.74
Horz(CT) 0.07 8 n/a n/a
BCDL 10.0
Code FBC2020[TP]2014
Matrix -AS
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 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2= 308(LC 10)
Max Uplift 2=-711(LC 12), 8= 711(LC 12)
Max Grav 2=1308(LC 17), 8=1310(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2086/1289, 3-4=-1874/1296, 4-5=-2027/1372, 5-7=-1969/1242, 7-8=-2162/1302
BOT CHORD 2-13=-997/2022, 12-13=-1055/2159, 10-12=-510/1335, 8-10=-990/1885
WEBS 3-13=-218/618, 5-12=-560/1037, 5-10=-348/893, 7-10=-455/500, 4-12=-663/623,
4-13— 492/230
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-6-8, Exterior(2E) 7-6-8
forces &
,,��� V f N
to 8-10-7, Interior(1) 8-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and
MWFRS for DOL=1.60 DOL=1.60
�� P`Q
N
reactions shown; Lumber plate grip
3) Building Designer / Project responsible for verifying applied roof live load shown covers rain loading requirements specific
��� ,0 G E SAC`'••• 0.0
engineer
to the use of this truss component.
�� ,•• �,�
i
No 68182
•;
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.
* �• �r
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 = IO.Opsf.
-0
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb)
S OF � Z
' 2=711,8=711.
••
Q
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•..C`
sheetrock be applied directly to the bottom chord.
�j�,n *. 0111 %%1�
0NA`����.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity 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 property Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
is always required for stability and to prevent collapse 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 SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Qty .
Ply
2508 CR SCAR BLK NO HS
T24700297
2819559
B10
ROOF SPECIAL
1
1
Job Reference (optional)
Builders First5ource (Plant Glty, FL), Plant Glty, rL - 33b6f, C.43v s jun z zuz t mt t eK tncusmes, inu. r nu uur ra ia.o i s i r cuc i ruye i
I D:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-ZWzwpi p4Ad?GNvYe9Xh8dCtHJygC?ApTbT2?gvyxnBe
1-4-0 5-6-8 6-10-7i 10-3-5 1Q-11r3 15-0-0 22-0-6 28-8-0 30-0-0,
1-4-0 5.6-8 1-3-15 3-4-14 0-7-14 4-0-12 7-0-6 6-7-10 1-4-0
Scale=1:53.1
4x6 =
3x4 =
3x4 = 3x10 = 3x4 = 3x4 = 3x4
'
5-6-8
1-3-15' 3-4-14
9-3-9
3-2-13
5-10.4
Plate Offsets (X Y)--
19:0-2-10 0-1-8j
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Udefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
-0.31 11-13
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.98
Vert(CT)
-0.52 11-13
>656
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.88
Horz(CT)
0.07 9
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 145lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=-308(LC 10)
Max Uplift 2=-711(LC 12), 9= 711(LC 12)
Max Grav 2=1307(LC 17), 9=1308(LC 18)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2213/1343, 3-4=-2004/1314, 4-5=-2041/1267, 5-6=-2114/1449, 6-8=-1967/1225,
8-9=-2161/1287
BOT CHORD 2-14— 1073/2153, 13-14=-1199/2419, 11-13=-487/1331, 9-11=-990/1884
WEBS 3-14=-318/734, 4-14=-659/380, 4-13=-558/435, 5-13=-299/370, 6-13=-665/1163,
6-11=-353/898, 8-11=-457/507
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=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(K) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-6-8„ Exterior(2E) 5-6-8
to 6-10-7, Interior(1) 6-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
'4) 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 (jt=lb)
2=711, 9=711.
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.
,%%01►111111111't
PPkJIN
GENS'
No 68182
cc
ST OF 14/
.,ass%O N M- E����•
/1111111
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa IL 33610
Date:
July 16,2021
A WARNING - Verity 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 verily the applicability of design parameters and property incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
is always required for stability and to prevent collapsewithpossible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 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 20801
Tampa, FL 36610
Job
Truss
Truss Type
Qty -
Ply
2508 CR 3CAR BLK NO HS
T24700298
2819559
Ell
ROOF SPECIAL
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, I-L - 335b1, e.43u 5 Jun ie ZUZ I NII I eK Inuustnes, inu. I nu Sul ro r o:o I: r o 4u4I rage I
ID:ZzuNOAdEBoQdU2OW uKTi6czl Ulk-1 iXIONpixx77?37dFCNAPPROLBkkhwcp7nYMLyxnBd
1-4-0 3-6-8 4-10-7 7-11-8 15-0.0 22-0-5 28-8-0 30-0-D
1-4-0 3-fi-8 1-3-15 3-1-1 7-0-B 7-0-6 6-7-11
5x6 =
Scale = 1:53.1
n
3x4 =
4x8 = 3x4 = 3x4 = 3x4 = 3x4
19-6-14
3-6-8
5-2-5
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.75
Vert(LL) . -0.30 11-13 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.96
Vert(CT)-0.5011-13 >687 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.63
Horz(CT) 0.07 9 n/a nla
BCDL 10.0
Code FBC202OfFP12014
Matrix -AS
Weight: 142lb 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
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=308(LC 11)
Max Uplift 2=-711(LC 12), 9=-711(LC 12)
Max Grev 2=1305(LC 17), 9=1307(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2307/1352, 3-4=-2573/1498, 4-5=-2971/1732, 5-6=-2056/1280, 6-8=-1961/1205,
8-9=-2155/1264
BOT CHORD 2-14=-1103/2255, 13-14=-1126/2342, 11-13= 490/1343, 9-11= 984/1878
WEBS 3-14=-475/958, 4-14=-1235/736, 5-14=-380/768, 5-13=-688/621, 6-13=-478/1042,
6-11=-345/890, 8-11=-456/498
NOTES-
1) Unbalanced roof live loads have been considered for this design.
Wind: ASCE t B
2)
i IO.18; MWFRS onal C-C Exterior 0, n edor 1 2-8-0 to 3 6-8, Exterior 2E 3-6-8 t
IEx C; Encl.,iGC (d ect and 2EL -1-4-0 -8
to 4-10-7, Interior(1) 4-10-7 to 15-0-0, Exterior(2R) 15-0-0 to 19-0-0, Interior(1) 19-0-0 to 30-0-0 zone;C-C for members and forces &
%'�,(�U ..
' • •• �� ,
,���
,V� ,0 ,• G E N
`S�`••.•
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
�� ,••�,�
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
NO 68182
•;
• 4) Provide adequate drainage to prevent water ponding.
* ; �Ir
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = I O.Opsf.
'7)
�• S OF .� �✓
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=711, 9=711.
010�• �` P •.141�
�'•N
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
be directly to the bottom
�� O R 1 Q
sheetrock applied chord.
ON Ai �Q�,,
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6964 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
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 property Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
is always required for stability and to prevent collapse, with possible personal injury and property damage. For general guidance regarding the
fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI17PI1 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
aty
Ply
2508 CR 3CAR BLK NO HS
T24700299
2819559
B12
Roof Special Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant Gty, FL), Plant Uily, t-L - 33bbf, a.YOv b uul I c cUc i 1- 1 Wh 111uu—Ma, 116 . 1. ,. oU�
ID:ZzuNOAdEBoOdU2OW uKTi6czl Ulk-Vu4hEigKhEF_dDi1 HyjcidyemlYcT6gl2nX6unyxnBc
1-4-0 1-6-8 2-10-7 6-2-13 10-3-5 15-0-0 21-5-2 25-7-8
1-3-15 4.8-10 6-5-2 4-2-6
�a
Scale: 1/4'=l'
44 =
3x4 =
3x10 = 300 = 44 = 3x4 = 6x8 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2020/TP12014
CSI.
TC 0.58
BC 0.85
WB 0.73
Matrix -MS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/dell Ud
-0.29 11-13 >999 240
-0.48 11-13 >641 180
0.05 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 144lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-11-7 oc pudins,
BOT CHORD 2x4 SP No.2 *Except*
except end verticals.
2-12: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 6-1-2 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-3-8
Max Horz 2=270(LC 7)
Max Uplift 2=-653(LC 8), 10=-531(LC 8)
Max Grav 2=1013(LC 13), 10=1061(LC 14) .
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 1799/910, 3-4=-2784/1346, 4-5= 3421/1710, 5-6=-1753/886, 6-7=-1799/1041,
7-8=-1277/745
BOT CHORD 2-14— 871/1754, 13-14=-1046/2157, 11-13=-378/1011, 10-11- 521/1018
WEBS 3-14=-641/1469, 4-14— 1551/838, 5-14=-611/1317, 5-13=-572/434, 6-13=-286/307,
7-13=-520/1154, 7-11=-85/377, 8-1 0=- 1343/697
NOTES-
1) Unbalanced roof live loads have been considered for this design.
BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; Cat.
111111
111.
2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; eave=7ft;
II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
,,�t,.11UfN �
4iF �j
3) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific
,�`a OPQ
•, �i�,
to the use of this truss component.
,,� , ••.... E
: �, F�'.�
i
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
: No 68182
•;
+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)
.0 Z
2=653, 10=531.
•B) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 31 Ito down and 114 lb up at
$ O F �✓
•.•
The design/selection device(s) is the
1-6-8 on top chord, and 67 lb up at 1-6-8 on bottom chord. of such connection responsibility of
Q, •• \_,��
i� ,� •• 4 'R.
others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
i. S O R 1 �.• G.
��I� S • • • • • •'
N Al
LOAD CASE(S) Standard
`,�`�
"If
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Joaquin Velez PE No.68182
Uniform Loads (plf)
MITek USA, Inc. FL Cert 6634
Vert: 1-3=-54, 3-4=-54, 4-7=-54, 7-9=-54, 10-15=-20
6904 Parke East Blvd. Tampa FL 33610
Concentrated Loads (lb)
Date:
Vert: 3=73(F) 18=45(F)
July 16,2021
A WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly_ incorporate this design Into the overall
building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
Welk'
prevent
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general, guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIl 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 I
Ply
2508 CR 3CAR BLK NO HS
T24700300
2819559
C1
Jack -Open
6
1
Job Reference (optional)
Builders FirstSource (Plant City, FL),
Plant City, I-L - 33bb/, t3.4ju s dun z zuz r [Vitt eK urausmUS, uK:. i nu dui i o io:a i.4u 4uc i raya r
I D:YARgCUhM7owkV EMpPNjefGzAwvz-z5e3R2rzSYNgENHDrfErFgVue95OCkHvHRGfREyxnBb
-1-4.0 _ 0-11-4
1-4-0 0-11-4
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.26
TCDL 7.0
Lumber DOL 1.25
BC 0.05
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=-3(LC 1), 2= 226(LC 12), 4=-15(LC 1)
Max Gram 3=23(LC 12), 2=15B(LC 1), 4=51(LC 12)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
N
N
O
DEFL. in (loc) I/defl L/d
Vert(LL) 0.00 5 >999 240
Vert(CT) 0.00 5 >999 180
Horz(CT) 0.00 4 n/a n/a
Scale = 1:7.6
PLATES GRIP
MT20 244/190
Weight: 5 lb FT = 20
BRACING -
TOP CHORD Structural wood sheathing directly applied or 0-11-4 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=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MW FRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except at=lb)
2=226.
111111111/��
& IN
G E N S
No 68182
�•' S OF :•44/'
.O•• ; ��:
�##i�S' ••.....•••
Joaquin Velez PE No.68182
MiTek USA, Inc. Fl. Cert 6634
6964 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
WARNING - Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.��
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLoTP11 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 i
Ply
250E CR 3CAR BLK NO HS
T24700301
2819559
C3
Jack -Open
4
1
Job Reference o tional
Builders FirstSource (Plant City, FL),
Plant City, FL - 33567, tf.4ou s dun ie zuz i mi i eK inuusrnes, a w. i i m dw i u i o.0 i — —1 Kayo ,
I D:zmbLkv5ELIDtgyehSMnND7z4_Wx-z5e3R2rzSYNgENHDrfErFgVue92bCkHvHRGfREyxnBb
-1-4-0 2-11-4
1-4-0 2-11-4
Scale = 1:12.7
2-11-4
2-11-4
Plate Offsets (X Y)-- 12.0-0-4 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Well L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.26
Vert(LL) 0.02 4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.23
Vert(CT) 0.02 4-7 >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 FBC2020ITP12014
Matrix -MP
Weight: 12lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied
or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=152(LC 12)
Max Uplift 3=-73(LC 12), 2=-245(LC 12), 4=-45(LC 9)
Max Grav 3=62(LC 17), 2=195(LC 1), 4=49(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
I
will fit between the bottom chord and any other members.
5) Refer to for truss to truss connections.
%% ,,��
��� I N
girder(s)
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb)........
,PQV
• •
E N •, �� �i�
2=245.
�•�` S'�••
No 68182
1:13•S F :•441
'OFS'c.;
%
Joaquin Velez PE No.68182
Welk USA, Inc. FL Cert. 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
® 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
M iTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSh7PIl 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 I
Ply
2508 CR 3CAR BLK NO HS
T24700302
2819559
05
Jack -Open
4
1
Job Reference (optional
Builders FirstSource (Plant City, FL),
Plant City, FL - 335bl, 6.4JU 5 JUII z 4U4 I IVII !UK u W—U ICJ, II el. I I IU JUI I o I o.o I.agv
ID:zmbLkv5ELl DtgyehSMnND7z4_W x-RHCReOsbDsVhsXsQONm4n21 ?fZKAxAX2V5ODzgyxnBa
1-4-0 4-11-4
1-4-0 4-11-4
3x4 =
1-4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL I
Plate Grip DOL
1.25
TC 0.56
Vert(LL)
0.07
4 7
>897
240.
TCDL 7.0
Lumber DOL
1.25
BC 0.46
Vert(CT)
-0.06
4-7
>913
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/TPI2014
Matrix -AS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=214(LC 12)
Max Uplift 3=-128(LC 12), 2=-196(LC 12)
Max Gram 3=133(LC 17), 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
Scale=1:17.6
PLATES GRIP
MT20 244/190
Weight: 18 lb FT = 20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-8 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
3=128, 2=196.
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.
``,1111111IIIIIII
No 68`182
:?�•: STA OF :•4U
All
�4*�,iIS��
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity 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 property Incorporate this design into the overall
building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek°
prevent
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality Criteria, DSB-09 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
2508 CR 3CAR BILK NO HS
T24700303
2819559
DOI
SPECIAL
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant Ctty, FL - 33567, d.413U s Jun 2 2UZ1 MI I eK arousmes, Inc. I nu Jul 1 a la:a i;ee zuz I rage r
ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-wTmpsksD_9dYUgRcy4HJKFaBKzdHgW BCkIImV6yxnBZ
-1-4-0 6-0-10 a-8-0 9 0 15-3-0 22.0-0 23-4-0
1-4-0 6-0-10 0-4- 6-3-0 6.9-0 1-4-0
m
�1
5x6 II
3x10 = 2x4 II
9-o-c
8.0-0 B-B-0 15-3-0 i 21-8-0 22-0,0
7-8-0 0-8-0 6-3-0 6.5.0 14-b
Scale=1:44.3
m
I4 o
0 o
N
LOADING (psf)
SPACING-
2-0-0
CSI.
bEFL.
in (loc)
I/dell
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.63
Vert(LL)
0.14 10-11
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.60
Vert(CT)
0.12 10-11
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.49
Horz(CT)
0.01 8
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 126 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x6 SP No.2 *Except*
8-12: 2x4 SP No.2
WEBS
2x4 SP No.3
SLIDER
Left 2x4 SP No.3 2-7-10, Right 2x4 SP No.3 3-2-5
REACTIONS. (size) 8=0-3-8, 2=0-4-0, 14=0-4-0
Max Horz 2=434(LC 11)
Max Uplift 8=-81 O(LC 12), 2=-617(LC 12), 14=-655(LC 12)
Max Grav 8=616(LC 1), 2=423(LC 21), 14=752(LC 1)
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied. Except:
6-9-0 oc bracing: 11-13
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-314/885, 4-5=-233/588, 5-6=-260/596, 6-8=-556/1673
BOT CHORD 2-14=-411/208, 13-14=-411/208, 11-13=-1039/333, 10-11=-1308/549, 8-10=-1319/551
WEBS 4-13=-232/440, 6-10=-708/255, 6-11=-516/1370
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0
to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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)
8=810, 2=617, 14=655.
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.
I,Ot1JlN 1 F���ii
OP Is
J. G E N 9
No 681.82
�rr:
?13 ST OF
,����s`S�O N AL E��4
�//IIIIIlti1��
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
WARNING - Verity 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 MiTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse 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 Duality 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 t
Ply
2508 CR 3CAR BLK NO HS
T24700304
2819559
D01 S
MONO TRUSS
3
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33b6/, 6.436 5 JUII a LUL 1 -IVII !UK II W—UlUb, n 1U. I I lu uul to I o.o I.aga ,
ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-OgKB34trITIP5gOoWooYtT7JPMuDP1 cLzPVJIZyxnBY
-1-4-0 6-0-10 8-10-0
� 6-0-10 2.9.6
4x4 =
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.61
TCDL 7.0
Lumber DOL 1.25
BC 0.94
BCLL 0.0
Rep Stress Incr YES
WB 0.22
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-4-0; 6=0-3-8
Max Horz 2=332(LC 12)
Max Uplift 2=-404(LC 12), 6=-408(LC 12)
Max Grav 2=388(LC.1), 6=326(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-250/169
BOT CHORD 2-6=-495/202, 5-6=-495/202
WEBS 3-5=-300/736
vaaiQ:1
2x4 11
0-10-8
Scale=1:29.0
DEFL. in (loc) I/defl Ud PLATES GRIP
Vert(LL) 0.36 6-10 >264 240 MT20 244/190
Vert(CT) 0.31 6-10 >301 180
Horz(CT) -0.00 6 n/a n/a
Weight 42 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied, except -end verticals.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 8-8-4 zone; cantilever left
exposed ; porch'left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom: chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=40416=408.
�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.
{{111111///I
�%��� PpIU IN
No 68'1.82
O F 4U
00
%
..,,ON
Joaquin Velez PE No.68182
MlTek USA, Inc. FL Cert 6634
6964 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity 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
M!Tek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and 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
2508 CR 3CAR BLK NO HS
T24700305
2819559
D02
GABLE
1
1
Job Reference o tional
Builders FirstSource (I'lant Glty, FL), mans cny, M - 00001,
-1-4-0 , 6-0-10
011
8-0-0
8-8-0
4x6 =
3x6 =
5-4-13
Scale=1:43.2
m
0Ia
o -6
N
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TPI2014
CSI.
TC 0.88
BC 0.73
WB 0.44
Matrix -AS
DEFL. in
Vert(LL) 0.27
Vert(CT) 0.23
Horz(CT) 0.03
(loc) Vdefl Ud
9-11 >599 240
9-11 >703 180
9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 144 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
7-9: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied. Except:
BOT CHORD 2x6 SP No.2 `Except"
6-10-0 cc bracing: 12-14
9-13: 2x4 SP No.2 P
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
REACTIONS. (size) 9=0-3-8, 2=0-4-0, 15=0-4-0
Max Horz 2=423(LC 11)
Max Uplift 9=-779(LC 12), 2=-559(LC 12), 15=-745(LC 12)
Max Grav 9=586(LC 1), 2=392(LC 21), 15=808(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-263/469, 4-5— 191/409, 5-6= 221/435, 6-9=-638/1499
BOT CHORD 12-14=-1091/357, 11-12=-1225/513, 9-11=-1217/514
WEBS 6-11=-742/266, 6-12=-555/1488, 4-14=-258/513
I III ##1�,
NOTES-
1) Unbalanced roof live loads have been considered for this design.
,`t%JIII
E IV b' •• 1 ����
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
�� •••�,� �`'•.•
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0
i
No 68'1.82
to 13-0-0, Interior(1) 13-0-0 to 23-4-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and
* ; •;
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) 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.
-� ; C Z
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.
•
�O :• S T I F 1J:
5) All plates are 2x4 MT20 unless otherwise indicated..�(•�••
�� O P .• �_,��
6) Gable studs spaced at 2-0-0 cc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.•
�j0` O R
• • • • • • •�\ ,��
8) * This truss has been designed ofm 0.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
r a liveany
�,���0 N Am II��,,
will fit between the bottoms herd other
9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where
Joaquin Velez PE No.68182
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
MITek USA, Inc. FL Geri 6634
suitable treatment may be used if it does not corrode the plates. If ACQ, CBA, or CA-B treated lumber is used, improved corrosion
6964 Parke East Blvd. Tampa FL 33610
protection is required, and G185 galvanized plates maybe used with this design. Incising factors have not been considered for this
Date:
design. Building designer to Verify suitability of this product for its intended use.
July 16,2021
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
on roue on page 2
WARNING -Verity designparameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an,individual building component, not
��
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
prevent
is always required for stability and to prevent collapse 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 Duality 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
Jab
Truss
Truss Type
Qty '
Ply
2508 CR 3CAR BLK NO HS
T24700305
2819559
D02
GABLE
1
1
Job Reference (optional)
aullders First50urce (Plant Glty, FL), Flarlt.Laty, rL - as5o/, 0.4ou S JW I L ZU41 Ivu I tlR a luuJu1wo, I11u. 1l lu uul I J , . .U. c
NOTES -
I D:zmbLkv5ELIDtgyehSMnND7z4_W x-K2SyUmv5H477LB9BdDgOyuCbiAdttudeQj_Q6RyxnB W
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.
® WARNING - Verity 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 MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSb7PII 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
2508 CR 3CAR BLK NO HS
T24700306
2819559
E7
JACK -OPEN
37
1
Job Reference (optional)
Builders Firstbource (Plant Gtty, rLf, mant t;ny, t-I-- aabbf, 0.Wu J uu]1 L GV< - 1 U 1,1,1,011,W" ,I". 1111. 1 ---. . -I- .
ID:YARgCUhM7owkVEMpPNjefGzAwvz-K2SyUmvbH4?7LB9BdDgOyuCawAbwt_XeOj_O6RyxnBW
1-4.0 7-0-0
1-4-0 7-0-0
Scale = 1:23.1
7-0-0
7-0-0
Plate Offsets (X Y)--
[2.0-1-8 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.93
Vert(LL) 0.22
4-7 >376 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.86
Vert(CT) -0.21
4-7 >390 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
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.1
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD •
Rigid ceiling directly applied.
REACTIONS. (size) 3--'Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=278(LC 12)
Max Uplift 3=-195(LC 12), 2=-217(LC 12)
Max Grav 3=198(LC.17), 2=336(LC 1), 4=121(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip D6L=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.
U N
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 Gt=lb)
��, P.Q U I „
�� 'S ,.\ G E N`s�, •••�
•�> F�i
3=195, 2=217.
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
:
N O 6 8182
sheetrock be applied directly to the bottom chord.
�"0 . • cc.
:�' ST OF •'4/`
.00
AL
Joaquin Velez PE No.68182
MiTek USA, Inc. R. Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
® WARNING - Verity 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 buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek-
prevent
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
oty '
Ply
2508 CR 3CAR BLK NO HS
324700307
2819559
E7V
Jack -Open
3
1
Job Reference (optional)
Builders FirstSource (Plant Glty, FL), Flan Ulty, t-L - JJbbf, o.4du a Jun a euz I Ivu r u& rr luubujub, I1— I I Iu uu! iu i u. .cu a i ray.
I D:YARgCU hM7owkV E M p PNj efGzAwvz-o FO Ki 6wj 2O8_yl kN BwLFU 5lkvawU cRmnfNj_etyxnBV
-1-4-0 7.0-0
r 1-4-0 7-0.0
4x4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL,
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.97
Vert(LL)
0.23
4-7
>356
240
TCDL 7.0
Lumber DOL
1.25
BC 0.90
Vert(CT)
-0.22
4-7
>378
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.03
3
n/a
n/a
BCDL 10.0
Code FBC2020/TPl2014
Matrix -AS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=278(LC 12)
Max Uplift 3= 200(LC 12), 2=-21 O(LC 12)
Max Grav 3=200(LC 17), 2=336(LC 1), 4=121(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:22.9
m
m
N
T
m
O
n
PLATES GRIP
MT20 244/190
Weight: 25 lb FT = 20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied.
NOTES-
1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(l) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing platecapable of withstanding 100 lb uplift at joint(s) except Qt=lb)
3=200, 2=210.
�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.
•LENS
No 68182
:�•� SrTEF:•44/
R)iVC? �
O
ON
Joaquin Velez PE No.68182
MITek USA, Inc: FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MTekb connectors. This design is based only upon parameters shown, and is for an Individual building component, not
�-
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MOW
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-99 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
Jab
Truss
Truss Type
ty '
Ply
2508 CR 3CAR BLK NO HS
T2470030B
2619559
E7VA
Jack -Open
1
1
Job Reference (optional)
Builders hirsl5ource (Plant Glty, FL), mant tarty, rL - 33bb7, a.voV s Jun z cuc 1 lv11 1 uK Il luu" Z, 111
u. 1 l lu Jul l u 1 a.o I -at "a � r aU. ,
I D:YARgCUhM7owkVEMpPNjefGzAwvz-GRZivRwMpiGraSJZIesU1 JH2R_N6Lu0xu1 TXAKyxnBU
-1-4.0 7-0-0
11 q-p 7-0-0
Scale=1:22.9
3x4
6-1-B
0-10-8
Plate Offsets (X Y)--
[2.0-1-15 0-0-81
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Weil
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.41
Vert(LL)
0.09
6-12
>923
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.49
Vert(CT)
-0.10
6-9
>864
180
BCLL 0.0'
Rep Stress [nor
YES
WB 0.00
Horz(CT)
-0.02
5
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 30 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.
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=278(LC 12)
Max Uplift 4=-120(LC 12), 2— 195(LC 12), 5=-46(LC 12)
Max Grav 4=126(LC 17), 2=361(LC 1), 5=226(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-8=-737/709
BOT CHORD 2-6=-996/840, 3-6=-807/957
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-3, Interior(1) 2-8-3 to 6-11-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 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) 5 except Qt=lb)
4=120, 2=195.
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.
,%0 PQV I N 1 V F� �
Is . • G-E N s . F� �i��
ft No 68182
S OF .' 4U
.,�f4s'O N A; , ,%
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
Q WARNING - Verity 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
t-
a truss system. Before use, the building designer must verify the applicability of design parameters and propedyincorporate this design Into the overall
building design. Bracing Indicated is to buckling of Individual truss web and/or chord only. Additional temporary and permanent bracing
MiTek"
prevent members
Is always required for stability and to prevent collapse 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, DSB49 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
Ply
2508 CR 3CAR BLK NO HS
T24700309
2819559
E7VB
]Qlty
Jack -Open
1
1
Job Reference (optional)
Builders FirstSource (Plant Ulty, FL), Plant GRy, rL - 33bbt, o.vou a dull c cuc r "" r" a wumnw, u,�. ' uu w w , �.'' "' "'' , oy' ,
ID:YARgCUhM7owkVEMpPNjefGzAwvz-GRZivRwMpiGraSJZIesU 1 JHzB_ICLuOxu1 TXAKyxnBU
1-4-0 4-1-8 7-0-0
1-4.0 4-1-8 2-10-8
d
6
3x4
Scale=1:22.8
4.1-8
7-0-0
4.1-8
2-10-8
Plate Offsets (X Y)-- [2.0-0-15 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Udefl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.75
Vert(LL) 0.24
6-12 >344 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC
0.81
Vert(CT) -0.22
6 >387 180
BCLL 0.0
Rep Stress Incr YES
WB
0.00
Horz(CT) -0.07
5 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 28 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.
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=278(LC 12)
Max Uplift 4=-156(LC 12),'2=-193(LC 12), 5=-25(LC
12)
Max Grav 4=172(LC 17), 2=364(LC 1), 5=154(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-8=-807/767
BOT CHORD 2-6=-1063/895, 3-6=-862/1025
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=4511; L=40ft; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MIWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 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) 5 except Qt=lb)
4=156, 2=193.
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 chard.
1111/1111
O 'QU I N V,F�� ♦'♦
J . ' GENS
No 68182
:�•� S OF :•4//
on Vr
111
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL, 33610
Date'
July 16,2021
0 WARNING - Verity 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 verity the applicability of design parameters and property Incorporate this design into the overall
building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MITek'
prevent
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/7TPI1 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
2508 CR 3CAR BLK NO HS
T24700310
2819559
E7VC
Jack -Open
1
1
Job Reference (optional)
guilders Firstsource (Plant L;tty, FL), manI Lary, FL - JJbb/, 0.4ov D u.1I < "a I,I,... ,,,....0 ,.. ,..... ..-y..
ID:YARgCUhM7owkVEMpPNjefGzAwvz-kd747nx a?OiCbumlLOjaWg7eNj44lo46hC4jmyxnBT
1-4-0 2-1-B 4-B-2 7-0-0
r 1-4-0 2-1-8 2.6-10 2-3-14
9
a
0
4x4 % 3.00 12
Scale = 1:22.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/clef]
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.83
Vert(LL)
0.16
3
>528
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.44
Vert(CT)
-0.16
3-7
>506
180
BCLL 0.0
Rep Stress Incr YES
WB 0.22
Horz(CT)
-0.12
6
Ala
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 31 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical, 2=0-8-0, 6=Mechanical
Max Horz 2=278(LC 12)
Max Uplift 5=-32(LC 12), 2=-224(LC 12), 6=-162(LC 12)
Max Grav 5=24(LC 17), 2=313(LC 1), 6=257(LC 17)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 3-9=-269/67
BOT CHORD 3-7=-558/328
WEBS 4-7=-438/749
Structural wood sheathing directly applied.
Rigid ceiling directly applied.
NOTES-
1) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=4011; eave=7ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for
members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
.5) Refer to girder(s) for truss to truss connections.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPi 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb)
2=224, 6=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.
I N
.� J. G E N S•. 1 ���
No 68182
� r
�S
.00..
F �/L
i
yA"*-
.4O R%P,N,`�.
�O N A� E %%%%
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verity 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 propedy Incorporate this design Into the overall
building design. Bracing Indicated is to buckling of individual truss web chord members only. Additional temporary and permanent bracing
M!Tek'
prevent and/or
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM/I Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
C ty '
Ply
2508 CR 3CAR BLK NO HS
T24700311
2819559
F01
GABLE
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, o.aju s Jun a zue r ]A[! er. uruusureb, uru. r nu ju ra ra:o r.a r cuu rayo r
ID:zmbLkv5ELIDtgyehSMnND7z4_Wx-9CpDlpzstwmH33dl _TxRB9ShVbnDHhnWpfRIJ5yxnBQ
1-4-0 4-4-0 8-8.0 10-0.0
1-4.0 4-4-0 4-4-0 1-4.0
Scale = 1:21.5
4x4 =
m
v
0
4x8 = 4x8 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Cade FBC2020/TPI2014
CSI.
TC 0.60
BC 0.30
WB 0.08
Matrix -AS
DEFL. in
Vert(LL) 0.03
Vert(CT) 0.03
Horz(CT) -0.00
(loc) I/defl Ud
8-17 >999 240
8-17 >999 180
6 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 45 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 P
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 6=0-4-0
Max Horz 2=-103(LC 10)
Max Uplift 2=-481(LC 12), 6=-481(LC 12)
Max Grav 2=393(LC 1), 6=393(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-310/1107, 4-6=-310/1107
BOT CHORD 2-8=-777/250, 6-8=-777/260
WEBS 4-8=-519/140
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
2-8-0, Interior(1) 2-8-0 to 4-4-0, Exterior(2R) 4-4-0
,jjfj If I lift �/
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to
��� UIN V
F
to 8-2-0, Interior(1) 8-2-0 to 10-0-0 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces
& MWFRS for Lumber DOL=1.60 DOL=1.60
I�4'�
,,� OPQ �
N .• ����
reactions shown; plate grip
for loads in the the truss For to wind (normal to the face), see Standard Industry
,� , '• CAE &
•�,� �`'••�
3) Truss designed wind plane of only. studs exposed
�A* ;
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
i
No 68182
�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) Gable studs spaced at 2-0-0 oc.
* =
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
S F :•
will fit between the bottom chord and any other members.
8) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20 % where
.
i� ,�'.•.<`� O Q;••
used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other
improved
�� • • • R l �_`��
��j SlS • • '
suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, corrosion
protectioni d galvanized plates
role tionBuilding
rts untended ththis sign. Incising factors have not been, considered for thisdesi
1,10 N1A10
Id ngui designer n to verify suitability f this product fobe
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.68182
2=48116=481.
MITek USA, Inc. FL Cert 6634
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
6904 Parke East Blvd. Tampa FL 33610
sheetrock be applied directly to the bottom chord.
Date;
July 16,2021
WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.6/19/2020 BEFORE USE.
' -
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek'
prevent
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see ANSUTPII 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
2819559 IH7
CR
DIAGONAL HIP GIRDER
T24700312
1y, rL1, mant city, FL - 33567, Job Reference to tional
8.430 s Jun 2 2021 MiTek Industries
ID:YARgCUhM70wkVEM, Inc. Thu Jul 15 15:31:33 2 221 Page 1
0-10
1-10-10 5-2-5 pPNjefGzAvwz-5bxzAV?60Y0_INnj5u-HaX4SOQz1XypGzwrOzyxnBO
1.1
5-2-5 9-10-13
4-8-8
Scale = 1:22.7
3x4 = 2x4 II
5
3x4 =
5-2-5
5-2-5
9-10-1 9-1 -13
G- 2-0-0 CS1.
LOADI=20.0PIate
TCLLrip DOL 1.25 DEFL. in floc) Udefl L/d
4-7-12 0- -12
TCDL DOL TC 0.44 Vert(LL) 0.04 7-10 >999 240MT20BCLL1.25 BC 0.46 Vert(CT) -0.07 6-7 >999
Incr
PLATES GRIP
ss 180244/190
NO WB 0.36 Horz(CT) 0.01 5 n/a n/a
BCDLBC2020/TP12014 Matrix -MS
LUMBER-
Weight: 43lb FT=20%
TOP CHORD 2x4 SP No.2 BRACING-
BOT CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-0
cc bracing.
REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical
Max Horz 2=278(LC 8)
Max Uplift 4=-147(LC 8), 2=-349(LC 8), 5=-178(LC 9)
Max Grav 4=124(LC 1), 2=517(LC 1), 5=330(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3= 765/459
BOT CHORD 2-7=-524/693, 6-7=-524/693
WEBS 3-7=-26/286, 3-6=-751/568
NOTES-
1) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=7ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60
plate grip DOL=1.60
2) Building Designer/ Project engineer responsible for verifying applied roof live load
to the use of this truss component. shown covers rain loading requirements specific
3) This truss has been designed for 10.0
a 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
will fit between
,,�11111111/1��,
where a rectangle 3-6-0 tall by 2-0-0 wide
the bottom chord and any other members.
5) Refer to
QU N
girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) truss
,,%��
••
C+EN SF
, ,
of to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb)
4=147, 2=349, 5=178.
-7)
•'�'�
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 64 lb down and 18 lb up at
1-5-12, 641b down and 18 lb up at 1-5-12, 5 lbdown and 100 lb
No 6 8182
• •�
*
up at 4-3-11, 5 lbdown and 100 lb up at 4-3-11, and 37 lb down
and 155 lb up at 7-1-10, and 37 Ib down and 155 lb up at 7-1-10 on top chord,
•
and 41 lb up at 1-5-12, 41 lb up at 1-5-12, 5 lb
down and 54 lb up at 4-3-11, 5 lb down and 54 lb up at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom
chord. The design/selection of such connection device(s)
� -0 CC Z
is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) back
% 1 S F :• 441
i '. •
or (B).
LOAD CASE(S) Standard
•'•;ORN
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf)
I4'4, 0 N AL e ON
Vert: 1-4=-54, 5-8=-20
�1/1111111"
Concentrated Loads (lb)
Vert: 13=-75(F=-37, B=-37) 15=-1 O(F=-5, B=-5) 16= 57(F=-28, B=-28)
Joaquin Velez PE No.68182
MITek USA, Inc. R. Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 16,2021
A WARNING - Verify design parameters and READ NOTES ON
THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
a truss system. Before n valid for use only with
and for an Individual
he builltdiing designer must v9 connectors. This erify the hls based e applicability o sign
deon
parameters ameters nd props erty incorporate thisldesignoIntoothenove overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord member only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses
MOWSafety
''
and truss systems, see ANSIMPit Quality Criteria, DSB-89 and BCSI Building Component
information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parke East Blvd.
Tampa, FL 36610
Symbols
PLATE LOCATION AND ORIENTATION
y 3/4' Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0-�16rr
For 4 x 2 orientation, locate
plates 0- 1/id' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
* Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/rP11: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing..
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
+ Oonnected Wood Trusses.
0
cc
O
U
a
O
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
2
TOP CHORDS
7
0
0=
O
2
U
d
O
F-
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
[CC -ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
© 2012 MiTek@ All Rights Reserved
�t
MiTek'
MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place.plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria.
21.The design does not take into account any dynamic
or other loads other than those expressly stated.