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HomeMy WebLinkAboutTruss258 Southhall Lane, Suite 200
D Maitland, Florida 32751
228?1aP: (321) 972-0491 1 F: (407) 880-2304 1 E: info@fdseng.com
Website: www.fdseng.com
ENGINEERING ASSOCIATES
May 12, 2021
Building Department
Ref:
Adams homes
Lot:
Lot 5 Blk.1
Subdivision:
Fort Pierce - Waterstone
Address:
5440 Lugo St.
Model:
2000 B RHG 3CF
KA #
21-4883
Truss Company:
Date of drawings:
Job No.:
Wind Speed:
Exposure:
Truss Engineer:
Builders First Source
4/30/21
2742547
160
C
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.
Sincerely,
5/12/2021
Carl A. Brown, P.E.
FL. # 56126
5/12/2021
Scott Lewkowski, P.E.
FL.#78750
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FDS Engineering Associates, A TSG Company
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MISCELLANEOUS
ROOF TRUSS
FLOOR TRUSS
O Y
aecoa.
17 Reviewed and Approved IJ Revise and Resubmh
❑ Reviewed with Notations ❑ Not Reviewed (see explanation)
Corrections or comment rode can equipment submittals or shop drawings during this review do
not relieve contractor from compliaaco with requirement of the drawings ad sperificatiao.
'1Lis check is only for review of general confonnourec with the concept of the project and
general cornpli with the informationmoant given in the contract doc. The con
nector is
respooible for coafD®ng and correlating all quantities and dimensions; selcetiag fabrication
processes and teclniques of construction; coordiaTtwg his work with that of oll other Iradm and
performing his work in a safe and satisfactory anmer
FDS ENGINEERING ASSOCIATES
Date,. 05nwrt21 By: i5
Submittal No.: PrajectNo.: 214881 Pmjw Ea&: LuisT
Project Name: Adams He.. -Fort Pierce -Waterstoae-Let 5 BI1
VEWFY ALL DINENSIONS AND CEIUNG CONDITIONS PRIOR TO APPROVAL
` SONE MIUNG FMWNG MOUIRED IN FIELD BY BUILDER
MAIN WIND FORCE REStTmO SYSTEMICC NYBWO WEND ASCET•18
IM PORTANT
ENCLOSEDRE
CATEGORYC
OCCUPxcYCATEGGRYE
Th' Drawing Must Be Approved And
W LGAD 1BO NPH
WIND NPOWANCE FACTOR IM
umed Before Fabrication Will
TRUSSES HAVE BEEN DESIGNED FOR A 10.0
PSF BOTTOM CHORD LIVE LOAD
Begin. For Your Protection Check All
NONCONCURRENT WITH ANY OTHER LNE
LOADS
Dimensions And Conditions Prior To
APBELO Of Plan.
SIGNATURE BELOW INDICATES ALL
ROOF LOADING
FLOOR LOADING
NOTES ND DIMENSIONS HAVE
TCLL: 20 PSF
TCLL, 40 PSF
BEEN ACCEPTED.
TCDL: 07 PSF
TCDL: 10 PSF
By Date
BCDL: 10 PSF
BCDL: 5 PSF
TOTAL: 37 PSF
TOTAL: 55 PSF
DURATION: 1.25
DURATION: 1.00
CAUTION!!!
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. (ie. 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 Ceiling And
Roof Diaphragm Connections.
ROOF PITCH: 6112
CEILING PITCH: 3112
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: IV'
END CUT: Plumb
CANTILEVER: —
TRUSS SPACING: 24"
BUILDING CODE: FBC2020
BEARING HEIGHT SCHEDULE
Hatch Legend
BUILDER:
Adams Homes
PROJECT: Single Family
MODEL: KIU
LANAI
ADDRESS: 6440 LUGO ST
LOT I BLOCK: 611
SUBDIVISION: WATERSTONE
CITY: FT PIERCE
DRAWN BY: KSANCHEZ
JOB # : 1 2742547
DATE: ON2812021 1 SCALE: I NTS
�]
PLAN DATE: 1 2021
REVISIONS:
1.
2.
3.
4.
4408 Airport Road
Plant City, FL 33563
Ph.(813) 305-1300
Fax (813) 306-1301
® Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek®
RE: 2742547 - MiTek USA, Inc.
Site Information: 66904 Parke East Blvd.
Customer Info: Adams Homes Port St Lucie Project Name: 2742547 Model: 2000 iT8t ,�L 33610-4115
Lot/Block: 5/1 Subdivision: WATERSTONE - 5440 LUGO ST
Address: 5440 LUGO ST, .
City: Fort Pierce State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: N/A Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 48 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T23753108 A09 4/30/21 23 T23753130 C3 4/30/21
2 T23753109 A10 4/30/21 24 T23753131 C3P 4/30/21
3 T23753110 All 4/30/21 25 T23753132 C3S 4/30/21
4 T23753111 Al2 4/30/21 26 T23753133 C3V 4/30/21
5 T23753112 A13 4/30/21 27 T23753134 C5 4/30/21
6 T23753113 A14 4/30/21 28 T23753135 C5P 4/30/21
7 T23753114 A15 4/30/21 29 T23753136 C5S 4/30/21
8 T23753115 A16 4/30/21 30 T23753137 C5V 4/30/21
9 T23753116 A18 4/30/21 31 T23753138 D01 4/30/21
10 T23753117 A19S 4/30/21 32 T23753139 D02 4/30/21
11 T23753118 A20S 4/30/21 33 T23753140 D03 4130/21
12 T23753119 A21 S 4/30/21 34 T23753141 E4 4/30/21
13 T23753120 A22S 4/30/21 35 T23753142 E4A 4/30/21
14 T23753121 A23S 4/30/21 36 T23753143 E7 4/30/21
15 T23753122 A24S 4/30/21 37 T23753144 E7P 4/30/21
16 T23753123 B01 A 4/30/21 38 T23753145 E7V 4/30/21
17 T23753124 B02 4/30/21 39 T23753146 G01 S 4/30/21
18 T23753125 B06 4/30/21 40 T23753147 G02S 4/30/21
19 T23753126 Cl 4/30/21 41 T23753148 G06S 4/30/21
20 T23753127 C1 P 4/30/21 42 T23753149 G07S 4/30/21
21 T23753128 C1 S 4/30/21 43 T23753150 G08S 4/30/21
22 T23753129 C1 V 4/30/21 44 T23753151 H7 4/30/21
The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. ���� �i
under my direct supervision based on the parameters �.`�.PQU�N• VF<F
provided by Builders FirstSource (Plant City, FL).
Truss Design Engineer's Name: Velez, Joaquin 6882.
My license renewal date for the state of Florida is February 28, 2023. * •:
IMPORTANT NOTE: The seal on these truss component designs is a certification STATE OF 44/
that the engineer named is licensed in the jurisdiction(s) identified and that the Q,00
4u �•,
designs comply with ANSI/TPI 1. These designs are based upon parameters 'c Q;•' Z.
shown (e.g., loads, supports, dimensions, shapes and design codes), which were �s�F +� O R 1 �: 011
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the �J���O N A;
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use, Joaquin Velez PE No.6 1. 82
the building designer should verify applicability of design parameters and properly MlTekllSA,:Inc. FLC046634:
incorporate these designs into the overall building design perANSI/TPI 1, Chapter2. 6904Parke EastBlvd. TampaFL33610
Date:
April 30,2021
Velez, Joaquin 1 of 2
RE: 2742547 -
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer Info: Adams Homes Port St Lucie Project Name: 2742547 Model: 2000 B 3CAR
Lot/Block: 5/1 Subdivision: WATERSTONE - 5440 LUGO ST
Address: 5440 LUGO ST, .
City: Fort Pierce State: FL
No. Seal# Truss Name Date
45 T23753152 H7P 4/30/21
46 T23753153 H7V 4/30/21
47 T23753154 L01 4/30/21
48 T23753155 L02 4/30/21
2 of 2
Job
Truss
Truss Type
Qty
Ply
T23753108
2742547
A09
Roof Special
9
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:19 2021 Page 1
ID:6gDIOH2OVegl Nk1 sxoNemzyuULB-h7lCJMXt6CeeRdharBQbomtT3DrGJLVIiR1_4mzMAh6
r1-4-0, 6-1-14 B-B-0 13-1-12 19-4-0 25-6� 30-0-0 32-6-2 38-8-0 p0-0-q
1-4-0 6 1-14 2-6-2 4-5-12 6-2-4 6 2-0 4-5 12 2-6-2 6-1-14
5x6
4x8 %% 4xt1 11
5x8
4x12 3.00 12
Scale = 1:70.4
8-8-0 16-3-7 224-9 30-0-0
38-8-0
8-8-0 7-7-7 6-1-2 7-7-7
Plate Offsets (X,Y)-- [2:0-2-15,0-0-5), [2:0-0-3,1-11-7), [3:0-3-0,0-3-0[, [9:0-3-0,0-3-0), [10:0-0-3,1-11-71, [10:0-3-11,0-1-21, [12:0-6-12,0-5-0), [16:0-5-8,0-5-4)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL) 0.63 15-16 >741 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.93
Vert(CT) -0.87 15-16 >531 180
BCLL 0.0
Rep Stress [nor YES
WB 0.83
Horz(CT) 0.52 10 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
Weight: 236 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-425(LC 10)
Max Uplift 2=-920(LC 12), 10=920(LC 12)
Max Grav 2=1723(LC 17), 10=1723(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5814/2847, 3-4=-5556/2678, 4-5=-5571/2794, 5-6=-2890/1679, 6-7=2825/1672,
7-8=-5247/2783, 8-9=-5238/2679, 9-10=-5497/2858
BOT CHORD 2-16=2432/5647, 15-16=-1344/3401, 13-15=-696/2202, 12-13=-1368/3026,
10-12=-2465/5029
WEBS 6-13=61411320, 7-13=-1139/780, 7-12=1086/2370, 6-15=-610/1380, 5-15=-12051776,
5-16=109412569. 3-16=-275/281, 9-12=285/280
\\\liilllll��
NOTES-
1) Unbalanced roof live loads have been considered for this design.
0 . �/f[�e��
� P.Qv I N �/F�
♦♦�♦
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.
�; .•� G EN' r'..`
••
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 19-4-0, Exterior(2R)
♦ .'� V F
19-4-0 to 23-4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
No, 68.182
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 9'_ • S F
•"
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
��..t��•:.t�.
S) Bearing atjoint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
~capacity bearing
Q�.' _ ��
♦i�
ofsurface.
7) Provide truss to bearing 100 lb
R.•`��,��
�j ls� • • • •
mechanical connection (by others) of plate Capable of withstanding uplift at joint(s) except Qt=lb)
�\ ���
2=920, 10=920.
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.
46a461n.Velez PE N6.68182
MiTek USA; Inc. FL Ceft 66A
.6904 Parke East Blvd, Tampa FL 33610
bkt
April 30,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse 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
T23 753109
2742547
A10
ROOF SPECIAL
1
1
Job Reference (optional)
ource triant uny, rLI, riani cny, rL - eaooi, t1.43u s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:23 2021 Page 1
ID:6gDIOH2OVeglNklsxoNemzyuULB-Zu6j9kaOAR84wF_L41VXyclBcgCeF7QLd37CDXZMAh2
19-8.0
1-4-0 6-1-14 8-&0 13-1-12 19-0-0 1 22-4-9 25-6-4 3%0-0 32-1 38-8-0 0-0-0
1.40 6-1-14 2-6-2 4.5-12 5.10-4 W. 2-8-9 3-1-11 4.5.12 2-6-2 6-1-14 1-40
0-4-0 Scale = 1:73.2
6x8 = ,
6.00 FIT
4x8 11
5x8
4x12 3.00 12
4x8 I!
i 8-8-0
16-3-7 18-0-0 22-4-9
30-0-0 38-8-0
8-8-0
7-7-7 1-8-9 4-4-9
7-7-7 8-8-0
Plate Offsets (X,Y)-- [2:0-0-3 1-11-7] [2:0-2-15 0-0-9] [4:0-3-0
0-3-0] [6:0-4-0 0-0-8] [8:0-3-0 0-3-0] [10.0-0-3 1-11-7] [10.0-4-11 0-1-6] [12:0-6-12 0-5-0] [16.0-7-4 0-5-4]
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in (loc) Vdefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.58
Vert(LL)
0.57 12-13 >813 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.97
Vert(CT) -0.81 15-16 >576 180
BCLL 0.0
Rep Stress Incr YES
WB 0.84
Horz(CT)
0.49 10 n!a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 235 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 *Except*
TOP CHORD
Structural wood sheathing directly applied or 2-2-9 oc purlins.
1-4,8-11: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3, Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-422(LC 10)
Max Uplift 2=-920(LC 12), 10=920(LC 12)
Max Grav 2=1724(LC 17), 10=1724(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown.
TOP CHORD 2-3=-5837/2866, 3-4=-5578/2699, 4-5=-5587/2802, 5-6=-2894/1679, 6-7=-2828/1672
7-8=-5262/2795, 8-9=-5259/2701, 9.10=-5515/2878
BOT CHORD 2-16=2450/5660, 15-16=-1349/3403, 13-15=-704/2219, 12-13=-1376/3029,
10-12=-2485/5047
WEBS 6-13=607/1300, 7-13=-1118/778, 7-12=1094/2378, 6-15=-604/1359, 5-15=1183/775,
5-16=1100/2578, 3-16=-261/265, 9-12=272/265
'tti'11111111/ jib',
TES-
1) Unbalanced roof live loads have been considered for this design.
:���,,`�OPaG E S���c',♦♦♦
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 19-4-0, Exterior(2R)
i
N 68.192
10-4-0 to 23.4-0, Interior(1) 23-4-0 to 40-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
` o
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.
'0.3
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 20:0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0
•
.� ST OF �W.
wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Bearing at 2, 10 to ANSI/TPI
♦ T•-All
♦IS • \
joint(s) considers parallel grain value using 1 angle to grain formula. Building designer should verify
R i�
•"��
��j�
capacity of bearing surface.
�',.•"• ��`
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
=
2920 1
Joaquin Velez PE N6.68182
MiTek USA, Inc. FL Gent 6634
6.904: Parke East Blvd. Tampa FL 33610
oaten
April 30,2021
® WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I79/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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. "
is always required for stability and to prevent collapse with possible personal. injury and property damage. For general guidance regarding the piTek'
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 quality Criteria, DSB-89 and SCSI Building Component -6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753110
2742547
All
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City,.FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:25 2021 Page 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx-WHETZQceh2On9Y8kBSX?l 17THexNjl ge4NU I IPzMAhO
rl-4-0, 6-11-13 8-8-0 , 12-3-11 4-M 21-8-0 26-4-5 30-0-0 38-8-0 p0.0-Q
1-4-06-11-13 1-8-0 3 7-11 4-BS 4-8-0 4-B 5 3-7-11 B-8-0
5x8 =
6.00 12
5x6 =
Scale = 1:73.8
4x8
4x8 % 3.00 Fl2
&8-0
17-0-0
21-8-0
30-0-0 38-8-0
r 8-8-0
8-4-0
4-8-0
8-4-0 8-8-0
Plate Offsets (X Y)-- [2:0-5-15,0-0-2] [3:0-3-0 0-3-0], [5:0-6-0,0-2-8], [6:0-3-0,0-2-0], [8:0-3-0,0-3-0], [9:0-5-15,0-0-2], [11:0-6-4,0-4-12], [15:0-6-4,0-4-12]
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in (loc) Well L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.89
Vert(LL)
0.57 14-15 >807 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.83
Vert(CT) -0.76 14-15 >607 180
BCLL 0.0
Rep Stress Incr YES
WB 0.84
Horz(CT)
0.46 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 228 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied.
1-3,8-10: 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=378(LC 11)
Max Uplift 2=-920(LC 12), 9=-920(LC 12)
Max Grav 2=1503(LC 1). 9=1503(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4795/2773, 3-4=-4746/2972, 4-5=-2418/1596, 5-6=-2130/1527, 6-7=-2421/1609,
7-8=-474513003,8-9=-4794/2804
BOT CHORD 2-15=2328/4481, 14-15=-1476/2927, 12-14=-90412127, 11-12=-1525/2892,
9-11=2389/4342
WEBS 3-15=349/405, 5-14=-435/856, 6-12=429/809, 8-11=355/405, 4-15=-1170/2126,
4-14=11131785, 7-12=-1041/791. 7-11=118711979
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; 6=45ft; L=40ft; eave=5ft; 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 17-0-0, Exterior(2E)
17-0-0 to 21-8-0, Exterior(2R) 21-8-0 to 27-3-14, Interior(1) 27-3-14 to 40-0-0 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.
7) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
W capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb)
2=920, 9=920.
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.
�►11IIIIIfII
% .
% ,O
Uo .6,8. 82
:XZ
Sf TE. OF `Ak-
♦
Joaquln Velez PE Nd:6M'82
Mrrek USA, Inc. FL Left 6634
6964Yuke East,Blvd. Tampa FL 3300
Date:
April 30,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. °
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek°
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 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
s
Truss Type
Qty
Ply
TA
T23753111
2742547
Hip Truss
1
TJob
Reference (optional)
auurce (Piano City, FL), Plant City, FL - aabti/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:26 2021 Page 1
ID:20VQZH In 97x9G5M9NmJalQz3Stx-_TomidGSLWenijwlA2EaFffF1 EcSZcnJ1 EsgszMAh?
1 4 7-3 3 8-8-0 15-0-0 23-8-0 30-0-0 1-4-1 38-8-0 0-0
1-4-0 7-33 4-14 6-4-0 8-8=0 14-0 -4-14 7-31 1-4-0
6.00 FIT
5x6 =
3x4 = 5x6 =
256 26 7
27
5x8
5x8 3.00 F12
23-8-0
38-8-0
Scale = 1:73.8.
0
c? N
ICS
ch
o_
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 0.81
BC 0.95
WB 0.55
Matrix -AS
DEFL. in (loc) I/defl Ud
Vert(LL) 0.59 12-13 >786 240
Vert(CT) -0.86 13-15 >542 180
Horz(CT) 0.52 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 225 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2 BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3 WEBS
1 Row at midpt 4-15. 8-13
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=337(LC 11)
Max Uplift 2=-920(LC 12), 10=920(LC 12)
Max Grav 2=1734(LC 17), 10=1733(LC 18)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5729/2900,3-4=-5560/2861, 4-5=-3218/1771, 5-6=-2814/1671,6-7=-2722/1689,
7-8=-3064/1762, 8-9=5304/2891, 9-10=-5476/2932
BOT CHORD 2-16=2465/5463, 15-16=-2243/5079, 13-15=-1223/2936, 12-13=-2298/4600,
10-12=-2526/4972
WEBS 4-16=617/1604, 4-15=-2255/1208, 5-15=-485/1131, 7-13=-426/1106, 8-13=-2159/1233,
8-12=623/1508, 6-15=-320/221, 6-13=-284/198
NOTES-
1) Unbalanced roof live loads have been considered forthis design.
%%J1t� 11ill111
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 15-0-0, Exterior(2R)
,�1 lI�
I N•
15-0-0 to 20-7-14, Interior(1) 20-7-14 to 23-8-0, Exterior(2R)
`,,�OPQV ••
23-8-0 to 29-3-14, Interior(1) 29-3-14 to 40-0-0 zone;C-C for members
�� , - Ci E N i�
S�:`••..
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 this truss
NO 68182
use of component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenfwith 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
M.
will fit between the bottom chord and any other members, with BCDL = IO.Opsf.
7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSi/TPI 1 angle to formula. Building designer
i
i 3 S T#.%OF
grain 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 Qt=lb)
R %-
���'ss;o,
9) This truss design that 7/16"
�,
N Q
requires of
a ministructural wood sheathing be applied directly to the top chord and 1/2" gypsum
�N
sheetrock be applied directly to the bomum
ttom chord.
Joaquin Vefez PE Nd.68182
Mfiek USA. Inc. FL bed 6634
6904 Parke 69,Blvd. Tampa FL 33610
Date:
April 30,2021
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE.
--
Design valid for use only with MiTek®conneetors. This design is based only upon parameters shown, and is for an Individual building component, not '
a truss system. Before use, the building.designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety/nformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753112
2742547
A13
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:28 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-wswcCReX_zmM00tJsa4ifgl_MryJwNx4mLjyukzMAgz
r1 4 0, 8-8-0 13-0-0 19-4-0 25-8-0 30-0-0 38-8-0 QO-01a
1-4-0 8.8-0 44-0 6-4-0 6-4-0 4-4-0 8-8-0 1-4-0
6.00 FIT 5x8 i
48 ::Z: 3.00 FIT
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 *Except*
1-3,7-9: 2x4 SP No.1
BOT CHORD
2x6 SP No.2
WEBS
2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 8=0-8-0
Max Horz 2=295(LC 10)
Max Uplift 2=920(1_C 12), 8=-920(LC 12)
Max Grav 2=1503(LC 1), 8=1503(LC 1)
22
2x4 11
235 24
25
5x8
4x8
Scale = 1:73.2
CSI.
DEFL. in (loc) Vdefl Ud
PLATES GRIP
TC 0.83
Vert(LL) 0.64 11 >722 240
MT20 244/190
BC 0.81
Vert(CT) -0.87 10-11 >535 180
WB 0.95
Horz(CT) 0.48 8 n/a n/a
Matrix -AS
Weight: 210 lb FT = 20%
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=-4813/2822, 3-4=-4763/3042, 4-5=-3182/2048, 5-6=-3182/2048, 6-7=4763/3074,
7-8=-4813/2854
BOT CHORD 2-13=2376/4397, 11-13=-1365/2733, 10-11=-1392/2733, 8-10=-2438/4362
WEBS 3-13=376/481, 4-13=-1338/2243, 4-11=257/703, 5-11=-374/409, 6-11=-256/703,
6-1O=1357/2120, 7-10=-379/481
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.
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 13-0-0, Exterior(2R)
13-0-0 to 18-7-14, Interior(1) 18-7-14 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 40-0-0 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.
7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=920, 8=920.
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.
�{11HIll/��
`%0.
���� PQU LN VFW ��i�i
No 68182
:9 ST. OF :*14/:
Joaquin Velez PE Nd.68182
MiTek USA, Inc. FL Cert 6634
,6904:Parke East Blvd; Tampa FL 33610
Date:
April 30,2021
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 ANS11TPI1 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
T23753113
2742547
A14
Hip Truss
1
1
Job Reference (optional)
s rlrst5ource (Plant City, FL), Plant City, FL - 3356/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:292021 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-02T_Pnf9lGvDeAS VQ IbxCtH8TFlgfgtD??S WQBzMAgy
r1-4-01 8-8-0 11-0-0 19-4-0 27-8-0 30-0-0 38-8-0 AO-O-Q
1 4-0' HO ' 8 4-0 8-4-0 2-4-0 8-8-0
6x8 =
7x8 =
6x8 =
22 23 5 24 25 6 „
4x8
4x8 3.00 12
8-8-0
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 FBC2020/TP12014
LUMBER -
TOP CHORD
2x4 SP No.1 'Except*
4-5,5-6: 2x6 SP No.2
BOT CHORD
2x6 SP No.2
WEBS
2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=-254(LC 10)
Max Uplift 2=-920(LC 12), 8=-920(LC 12)
Max Grav 2=1503(LC 1), 8=1503(LC 1)
Scale = 1:71.7.
CSI.
DEFL. in floc) I/dell L/d
PLATES GRIP
TC 0.87
Vert(LL) 0.66 11 >703 240
MT20 244/190
BC 0.80
Vert(CT) -0.87 10-11 >536 180
WB 0.90
Horz(CT) 0.47 8 n/a n/a
Matrix -AS
Weight: 220 lb FT = 20%
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=-4822/2804, 3-4=-4756/3053, 4-5=-4211/2614, 5-6=-4211/2614, 6-7=-4756/3084,
7-8=-4822/2836
BOT CHORD 2-13=2354/4369, 11-13=-1670/3243, 10-11 =-1 692/3243, 8-10=2415/4369
WEBS 3-13=325/480, 4-13=-117211881, 4-11=579/1199, 5-11=-555/580, 6-11=-578/1199,
6-10=1188/1785, 7-10=-331/479
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=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 11-0-0, Exterjor(2R)
11-0-0 to 16-7-14, Interior(1) 16-7-14 to 27-8-0, Exterjor(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 40-b-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.
7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
2=920, 8=920.
9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
%0 P,CQV.I N •` V � i��,,
i
NO, 68182
9' • S V
F
%.Rti
%
Joagtiln Velez PE Nti.68132
MiTek WA, Inc. FL tort 6634.
.6904:Parke East, Blvd. Tampa FL 33610
Date:.
April 30,2021
® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 5/192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is form individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW
always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd.
Safety Intormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
T23753114
2742547
A15
Hip Truss
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:31 2021 Page 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx-KQbkgThPHu9xtTbtYjePHINV_2yt7nJ WSJxdU3zMAgw
r14-0, 6-2-7 9-0-0 15-10-11 22-95 29-8-0 32-5-9 38-8-0 40-0-Q
1-4-0 6-2-7 2-9-9 6 10-11 6-10-11 6-10-11 2-9-9 6-2-7 '14-0
7x8 =
6.00 F12
3x8 i 3.00 12
4x4 =
26 27 5 28
4x6 =
Scale = 1:71.7
7x8 = 7x8 =
6 29 30 31 7
3x4
8 0?
0
ST1.5x8 STP = rtv
32 33
13 d
12 11 9 10 N
3x12 = 7x8 = 2x4 II Io
3x8
6-2-7 8-8-0 15-10-11 22-9-5 30-0-0 32-5-9 ,
38-8-0 ,
6-2-7 2-5-9 7-2-11 6-10.11 7-2-11 2-5-g
6-2-7
Plate Offsets (X,Y)-- 12:0-2-9 0-1-81,[4:0-5-12,0-2-121,[6:0-4-0,0-4-81,[7:0-5-12,0-2-121,[9:0-2-9,0-1-81,[12:0-4-0,0-3-41,[16:0-4-0,0-3-41
LOADING (psi)
SPACING- 2-0-0
CSI.
DEFL. in (lac) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.81
Vert(LL) 0.99 13-15 >468 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.95
Vert(CT) -1.24 13-15 >374 180
BCLL 0.0
Rep Stress Incr YES
WB 0.71
Horz(CT) 0.62 9 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 220lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
4-6,6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 4-15,
7-13
2-16,9-12:2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Harz 2=212(LC 11)
Max Uplift 2=920(LC 12), 9=-920(LC 12)
Max Grav 2=1503(LC 1), 9=1503(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4653/2760, 3.4=-4575/2722, 4-5=-5609/3407, 5-6=-5605/3369, 6-7=-5607/3372,
7-8=-4575/2746, 8-9=4653/2788
BOT CHORD 2-17=234014185, 16-17=-2357/4223, 15-16=-2061/3939, 13-15=-3060/5607,
12-13=-2080/3939, 11-12=2415/4223, 9-11=-2397/4185
`%J11111111 jI
WEBS 4-15=-1061/1874, 5-15=-462/436, 6-13=-422/445, 7-13=-1051/1871,
IIN•V
7-12=642/1182
%0%
G.E,N
NOTES-
�� .'�v�
1) Unbalanced roof live loads have been considered for this design.
NO 68182
•,">k.
Wi
2) nd: 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.
�_
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extericr(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0
* ;�
,to 14-7-14, Interior(1) 14-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3.14, Interior(1) 35.3-14 to 40-0-0 zone;C-C for members and =
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 (r
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��' :. S F (V
to the use of this truss component.
10 0 0; ((j
4) Provide adequate drainage to prevent water ponding.
S�} This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
;j
�i ��' : R' i •'�` '��
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing atjoint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
Joaquin Velez PE No.68182
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
M[Tek USA, Inc. FL Cett 6634
2=920, 9=920.
6804 Parke E )stiBivd. Tampa FL 33610
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
Date:
sheetrock be applied directly to the bottom chord.
April 30,2021
® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ��'
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse 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/TPI1 Qualily Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753115
2742547
A16
HIP TRUSS
1
q
J
Job Reference (optional)
nuuaers rirst5ource (viant cgy, FL). F'lant city, FL - 33b6/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:33 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-HpjUF9ifpVPf6nlGf8gtMjSvLsjMbiXpwdQjZyzMAgu
33.5.7
11-0-0.-0-0 I 13-3-0 19-1425.5-0 31-03.-8 31 1-0 38-8-0 o--0--14 t4-10 17.5 -0 6-1.0 014-8 5-2-9 A14-00
1-9.7 Scale = 1:71.5
6x8 =
6.00 F12 7x8 = 4x4 = 7x8 = _2x4
10x12 _
2x4 Z�- 3 4 17 5 618 19 7
rxlU �
ST1.5x8 STP =
3.00 12
13-3-0
5x6 =
31-3-8
ST1.5x8 STP =
5x6 ZZ
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.56
Vert(LL) 1.08
14 >417 240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.56
Vert(CT) -1.12
14 >405 180
BCLL 0.0
Rep Stress Incr
NO
WB 0.67
Horz(CT) 0.42
9 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix-S
Weight: 752 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2 'Except`
TOP CHORD
Structural wood sheathing directly applied. or 5-11-8 cc purlins.
7-10: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
BOT CHORD 2x6 SP No.2 'Except'
13-16,11-13: 2x8 SP 240OF 2.0E
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 9=0-8-0
Max Harz 1=-166(LC 6)
Max Uplift 1=1998(LC 8), 9=-2128(LC 8)
Max Grav 1=3502(LC 13), 9=3557(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-12384/6993, 2-3=-13154/7412, 3-4=-17851/10336, 4-5=17851/10336,
5-6=-20336/11861, 6-7=-18154/10559, 7-8=-12893/7284, 8-9=12540/7085
BOT CHORD 1-16=6230/11414, 15-16=6898/12826, 14-15=11591/20409, 12-14=10396/18331,
11-12=-6741/12416,9-11=-6329/11483
WEBS 3-16=1817/3714, 4-15=-750/795, 5-14=159/392, 6-14=1278/2156, 6-12=1545/1264,
7-11=1850/3762,2-16=-737/1358,8-11=-454/867,3-15=-3274/5427,5.15=2728/1589,
7-12=3669/6028
NOTES-
1) 3-ply truss to be connected together with 1 Od (0.131"xY) nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x4 - 1 row at 0-9-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 2x8 - 2 rows staggered at 0-9-0 cc.
Webs connected as follows: 2x4 -1 row at 0-9-0 cc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=40ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) ' This truss has been designed for a live load of 20.Opsf an 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 atjoint(s) 1, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb)
ContiliettWgrigabU
/t111111JfII
Pp(U I N
r
U6 68182
Z� S OF 44/
N AA
�II,III:i./
Joaquin Velez PE N6.68182
Mriek USA, Inc. FL Celt 6634
,69d0arkeEaet Blvd. Tampa FL 33610
Date:
ADM 30.2021
A WARNING -Verily 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 M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse 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?PH 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
T23753115
2742547
A16
HIP TRUSS
1
q
J
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:33 2021 Page 2
ID:20VQZHln97x9G5M9NmJalQz3Stx-Hpj UF9ifpVPf6nlGf8gtMjSvLsjMbiXpwdQjZyzMAgu
NOTES-
11) Girder carries hip end with 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 at 31-8-0, and 802 lb down and 391 lb up
. at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (pl)
Vert: 1-3=-54, 3-7=-112(F=-58), 7-10=-54, 1-20=-20, 16-20=42(F=-22), 11-16=42(F=-22), 11-21=-42(F=-22), 9-21=20
Concentrated Loads (lb)
Vert: 20=475(F) 21=475(F)
® WARNING - Vedly design parameters 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 verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TF11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Type
qty
Ply
FHIuPss
T23753116
2742547
A18
1
1
Job Reference (optional)
ounuers rlrstaource triant auy, M), viant uay, rL - 33Cb/, 5.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:34 2021 Page 1
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-I?HtSUllapXWkxKSDrB6vx7 JGysK6Wz8HAH5OzMAgt
r1-4-0, 6-1-1 6-9-15 13-3-0 17-10-0 20-10-0 25-5-0 29-111 32-6-15 38-8-0 AO-0-0
1-4-0 6-1-1 2-8 14 4-5 1 4-7-0 3 0-0 4-7-0 4-5-1 2-8 14 6 1-1 0 0
6.00 12
4x8 -Z: 3.00 F12
5x6 =
US =
5x8 =
4x8
Scale = 1:73.8
8-8-0 17-10-0 20-10-0 30-0-0
38-8-0
B-B-0 9-2-0 3-0-0 1:1
8-8-0
Plate Offsets (X Y)-- [2:0-1-14 Edge] [4.0-3-0 Edge] [7:0-3-0 0-2-0] [8.0-6-0 0-2-8] [11.0-3-0 Edge] [13.0-1-14 Edge] [15.0 1 12 Edge] [19.0 1 12 Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Udefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.93
Vert(LL) 0.78 15-16 >594 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.99
Vert(CT) -1.14 15-16 >406 180
BCLL 0.0
Rep Stress Incr YES
WB 0.88
Horz(CT) 0.61 13 n/a nla
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 214 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied.
2-19,13-15: 2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3 , Right: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 13=0-8-0
Max Horz 2=395(LC 11)
Max Uplift 2=-920(LC 12), 13=920(LC 12)
Max Grav 2=1503(LC 1), 13=1503(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4730/2778, 3-5=-4521/2613, 5-6=-4573/2774, 6-7=-2276/1511, 7-8=-1995/1422,
8-9==2274/1513, 9-10=-4573/2806, 10-12=-4521/2645, 12-13=4731/2808
BOT CHORD 2-19=2360/4466, 17-19=-1303/2693, 16-17=-809/1992, 15-16=-1349/2657,
13-15=-2420/4266
WEBS 3-19=168/257, 5-19=-259/269, 6-19=1102/2140, 6-17=1043/764, 7-17=-4711800,
8-16=474/819,9-16=982/772,9-15=-1122/2006,10-15=-252/267,12-15=-188/257
NOTES-
`,� PQUIN VF� ICI
1) Unbalanced roof live loads have been considered for this design.
Wind:
,�� ,� • • G E' ���
2) ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=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 17-10-0, Exterior(2E) i
17-10-0 to 20-10-0, Exterior(2R) 20-10-0 to 26-5-14, Interior(1) 26-5-14 to 40-0-0 zone;C-C for members and forces & MWFRS for ; No, 68182
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 it ,• ;: *.
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 , �•
4) Provide adequate drainage to prevent water ponding. S OF
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 live load 20.Opsf the bottom in ��. T • �'
a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Q;.' ��
�j VD.
will fit between the bottom chord and any other members.
7) Bearing
. •.; 0 R
• • • • • •�`
atjoint(s) 2, 13 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify"•
bearing
�,'
��Q N A'
capacity of 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=920, 13=920.
Joaquin Velez K N6,66182
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
M[Tek USA, Inc. FLBelt.66A.
sheetrock be applied directly to the bottom chord.
6904:1pailce East Blvd. Tampa FL 33610
0atti
April 30,2021
A WARNING - verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19f2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��,
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek•
is always required for stability and, prevent collapse 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 BCS/ Building Component 6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD20601 Tampa, FL 36610
Jab
Truss
Truss Type
Qty
Ply
T23753117
2742547
A19S
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:15:36 2021 Page 1
I D:hKY1 ep9FiDwfFyJCybTuLLyv92?-hOPdtAkY6QnEzEUrKGDa_M4JJ3f Wo1 EFcbfOAHzMAgr
r1-4-0, 5-11-1 8-8-0 15-10-0 19-8-0 22-1%0 29-M 38-B-0
'1-4-0' S-11-1 2-B-15 7-2-0 3-10-0 3-2-0 6-11-0 8-11-0
Scale = 1:68.5
5x6 =
4x6 = 5x8 =
6.00 12
5 26 6 27 7
14 13 12 '' 10
4x8 � 3.00 12 2x4 1 6 =
Sx8 = 3x2x4 11 3x6 =
8-8-0
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 0.96
BC 0.92
WB 0.80
Matrix -AS
DEFL. in (loc) Well Lid
Vert(LL) 0.61 16-17 >757 240
Vert(CT) -0.79 16-17 >589 180
Horz(CT) 0.41 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 218lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied.
Except:
2-17,15-17: 2x4 SP No. 1, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-16,
7-12, 8-12
WEDGE
Left: 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=Mechanical
Max Horz 2=348(LC11)
Max Uplift 2=-921(LC 12), 9=-803(LC 12)
Max Grav 2=1506(LC 1), 9=1432(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4711/2918, 3-4=-4568/2846, 4-5=-2622/1710, 5-6=-2286/1651, 6-7=2409/1705,
7-8=-1991/1401, 8-9=-2635/1656
BOT CHORD 2-17=2563/4371, 16-17=-2320/4049, 15-16=-1197/2422, 10-12=-1331/2301,
9-10=1332/2300
WEBS 4-17=535/1191, 4-16=-1945/1266, 5-16=-394/811, 6-16=-397/174, 12-15=1006/2093,
7-15=838/1607, 7-12=-873/406, 8-12=-820/606, 8-10=0/348FIl��
�,•�. UIN
NOTES-
. O ,••�......,�•
1) Unbalanced roof live loads have been considered for this design.
�� J G E N
`�F�'.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=40ft; eave=5ft; 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 15-10-0, Extericr(2R)
No 68182
15 10 0 to 21-5-14, Interior(1) 21-5-14 to 22-10-0, Extedor(2R) 22-10-0 to 28-5-14, Interior(1) 28-5-14 to 38-8-0 zone;C-C for
•;
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 * ; *.
3), Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific =
=
to the use of this truss component. �p ,
•441,
4) Provide adequate drainage to prevent water ponding. Sj •. S0 %
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.Dpsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
���..,�'•:.�`. Q� .' _ ��
�•'•
�j�s
will fit between the bottom chord and any other members.
• .0 R
��,��
7) Refer to girder(s) for truss to truss connections.
8) Bearing
`��.
�IN �, ��
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.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
Joaqulli Velez PE N6.69182
2=921, 9=803.
mrfek U3A;.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
6904Parke East Blvd. Tampa FL 33610
sheetrock be applied directly to the bottom chord.
Date:
April 30,2021
A WARNING - Verify 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 pL I� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1AiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Qualify 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
T23753118
2742547
A20S
Hip
1
1
Job Reference (optional)
Builders Flrstsource (Plant City, FL), Plant City, FL - 33567,
2-8-15
6.00 12
8.430 s Apr 20 2021 MiTek
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-9ay
-24-10-0 30-11-6
5-2-0 6-1-6
5x6 =
4x6 = 5x8 =
5 26 627 28 7
Inc. Wed Apr 28 13:15:37 2021 Page 1
nazi ln1AnrnoTovxamm,t=n,.lhnn A. ^-
29
7-8-11
Scale = 1:70.5
14 13 12 10
3x6 = 3x6
48 3.00 F12 2x4 II
5x8 = 2x4 1 =
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 0.97
BC 0.93
WB 0.99
Matrix -AS
DEFL. in floc) I/defl L/d
Vert(LL) 0.61 16-17 >756 240
Vert(CT) -0.74 16-17 >624 180
Horz(CT) 0.42 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight:211 lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 'Except` BOT CHORD Rigid ceiling directly applied. Except:
2-17: 2x4 SP No.1, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
REACTIONS. (size) 9=Mechanical, 2=0-8-0
Max Horz 2=307(LC 11)
Max Uplift 9=803(LC 12), 2=-921(LC 12)
Max Grav 9=1432(LC 1), 2=1506(LC 1)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4716/2942, 3-4=-4527/2816, 4-5=-2937/1896, 5-6=-2602/1793, 6-7=-2919/1984,
7-8=-2141/1467, 8-9=-2696/1692
BOT CHORD 2-17=2587/4328, 16-17=-2269/3951, 15-16=-1537/2941, 10-12=-1382/2361,
9-10=1382/2361
WEBS 4-17=570/1171, 4-16=-1611/1052, 5-16=-525/997, 6-16=-583/291, 12-15=983/1962,
7-15=845/1517, 7-12=-435/230, 8-12=-703/537, 8-10=0/297
NOTES-
%. PQUIN
1) Unbalanced roof live loads have been considered for this design.
��% ,� E N
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 6=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 13-10-0, Exterior(2R) i
13-10-0 to 19-5-14, Interior(1) 19-5-14 to 24-10-0, Extedor(2R) 24-10-0 to 30-5-14, Interior(1) 30-5-14 to 38-8-0 zone;C-C for ND 00182
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. -t t
4) Provide adequate drainage to prevent water ponding. S F (V
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.0.
6) ' This has
��. 041
truss been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7 Refer togirder(s) for truss to truss connections.
�� is (•1•���""'�� `� ��'
8) Bearing atjoint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
Joaquin Velez PE:No.68182
9=803, 2=921.
MiTek USA, Inc. FL Celt 6634
10) This truss design requires that.a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
'.6964:12arke East Blvd. Tampa Fl33610
sheetrock be applied directly to the bottom chord.
Dater
April 30,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not '
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss Type
Qly
PlyT23753119
J
2742547
1S
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:40 2021 Page 1
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-Z9e8jYo29fHfSsncz61W8CE?Hh?9krkrXDdbJ2zMAgn
r1-4-01 5-11-1 8-8-0 11-10-0 19-8-0 26-10-0 32-1-10 38-M ,
1-4-0 5-11-1 2-8-15 3-2-0 7-10-0 7-2-0 5-3-10 6-6-0
Scale = 1:69.2
5x6 =
4x6 = 5x8 =
5 26 27 6 28 29 307
14 13 12 '' 10
3x6 = 2x4 11 3x6 =
4x6 -z: 3.00 F12 3x4 11 4x12 =
32-1-10
38-8-0
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/TPI2014
CSI.
TC 0.96
BC 1.00
WB 0.76
Matrix -AS
DEFL. in (loc) Ildefl Lid
Vert(LL) 0.68 15-16 >683 240
Vert(CT) -0.92 15-16 >507 180
Horz(CT) 0.45 9 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 207lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. Except:
2-17: 2x4 SP No.1, 6-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-16,
12-15, 7-15
WEDGE
Left: 2x4 SP No.3
REACTIONS. (size) 9=Mechanical, 2=0-8-0
Max Horz 2=265(LC 11)
Max Uplift 9=803(LC 12). 2=-921(LC 12)
Max Grav 9=1432(LC 1). 2=1506(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4716/2957, 3-4=-4504/2782; 4-5=-3366/2132, 5-6=3032/1992, 6-7=-3703/2425,
7-8=-2297/1534, 8-9=-2751/1728
BOT CHORD 2-17=2603/4265, 16-17=-2236/3954, 15-16=-2043/3751, 6-15=-171/257,
10-1 2=-1 431/2417, 9-10=-143112417
WEBS 3-17=178/259, 4-17=-598/1114, 4-16=-1277/835, 5-16=641/1188, 6-16=-946/515,
12-15=-1056/2007, 7-15=-113011956, 7-12=-286/220, 8-12=574/462
fit.
NOTES-
,`%J1111111
V�`
Un glanced live loads have been for this design.
`,,,.OPQUIN
,,
ENS
roof considered
2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; Cat.
�. .••,,,G . c' •�_
AV 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 11-10-0, Exterior(2R)
: N Q 68,182
•:"*
11-10-0 to 17-5-14, Interior(1) 17-5-14 to 26-10-0, Exterior(21R) 26-10-0 to 32-5-14, Interior(1) 32-5-14 to 38-8-0 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
* :
3).Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific =
to the use of this truss component. =p, : : �.
4) Provide adequate drainage to prevent water ponding. i 'S T ., O F : 4U,
•�
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4 j
This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
�. T .!C' Q;: . 'Z.will
�i ' IRI
fit between the bottom chord and any other members.
7) Refer to for truss to truss
��
��j SSA • • •
%
girder(s) connections.
(�\
8) Bearing at joints) 2 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
Joaquin Velez PE Nq.68182
9=803, 2=921.
MiTek USA; Inc. FL Qert 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
6904:1parke East Blvd. Tampa FL 33610
sheetrock be applied directly to the bottom chord.
Date:
April 30,2021
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse 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/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke last Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753120
2742547
A22S
HIP
1
1
Job Reference (optional)
Builders rirstaource (Plant city, FL),
4x8 - 3.00 F12
!ant city, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:41 2021 Page 1
ID:hKY1ep9FiDwfFyJCybTuLLyv927-2MCWwuohwyPW40Mo7pplhPnFe4NcTIQ_mtM8rUzMAgm
-B-0 "12
-10-0 14-11-4 19.8-0 24-3-0 28-1%0 31-6-10 33-5-12 38-8-0
8-15 1-2-0 5-1-4 4-8-12 4-7-0 4-7-0 2-8-10 1-11-2 5-2-4
Scale = 1:69.0•
6x8 =
3x4 i 4x4 = 7x8 = 4x6 =
sx8 =
4 5 27 28 6 29 7 30 8 31 32 9
15 14 14 12
4x4 11 3x6 =
8x12 =
3xB =
8-8-0 9-10-0 19-8-0 28-10-0 38-80
8-8-0 1-2-0 9-10-0 9-2-0 910-0
Plate Offsets (X,Y)-- [2:0-6.7_0-0_2], [5:0-4-0,0-1-15], [7:0-4-0,0-4-8], [9:0-4-0,0-1-15], [11:0-8-0,0-0-10], [12:0-5-8,Edge], [14:0-2-0,0-0-0], [16:0-3-8,0-3-12], [17:0-4.0,0-4-0],
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) Vdefl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67
Vert(LL)
0.68 15 >678 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.86
Vert(CT) -0.88
16-17 >527 180
BCLL 0.0
Rep Stress Incr YES
WB 0.74
Horz(CT)
0.41 11 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -AS
Weight: 234 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 'Except'
TOP CHORD
Structural wood sheathing directly
applied.
5-7,7-9: 2x6 SP No.2
BOT CHORD
Rigid ceiling directly applied.
Except:
BOT CHORD 2x6 SP No.2 'Except*
10-0-0 oc bracing: 14-16
7-14: 2x4 SP No.3, 13-15: 2x4 SP No.2, 11-13:
2x4 SP No.1
WEBS
1 Row at midpt
12-16. 8-12
WEBS 2x4 SP No.3 *Except*
12-16: 2x4 SP No.2
REACTIONS. (size) 11=Mechanical, 2=0-8-0
Max Horz 2=224(LC 11)
Max Uplift 11=-802(LC 12), 2=921(LC 12)
Max Grav 11=1432(LC 1), 2=1506(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4914/3080, 3-4=-4620/2800, 4-5=-4095/2498, 5-6=-3786/2323, 6-7=-4919/3036,
7-8=-4848/3022, 8-9=-2215/1501, 9-10=-2439/1612, 10-11 =-2669/171 0
BOT CHORD 2-18=2725/4472, 17-18=-2225/4048, 16-17=-2621/4623, 11-12=-1390/2346
WEBS 3-18=300/388, 4-18=-617/943, 4-17=-824/625, 5-17=922/1592, 6-17=-1059/766,
6-16=102/438, 12-16=-1895/3262, 8-16=965/1831,8-12=-1696/1116,9-12=-590/966,
10-12=-385/431
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 9-10-0, Exterior(2R)
9-10-0 to 15-5-14, Interior(1) 15-5-14 to 28-10-0, Exterior(2R) 28-1 G-0 to 34.5-14, Interior(1) 34-5-14 to 38-8-0 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
11=802, 2=921.
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.
,,�IIIIiIIJj►�� ,
6%J IN
i
No 6 0.10 2
9' :- S OF :•tU
V.
� 1.111.1;1.11
Joaquin Velez PE Nti:661$2
Mlrek USA:16c. FL Qel 6634.
'6964 Parke Ea$t81vd. Tampa FL 33610
Date:
April 30,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bradng indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITBk•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-69 and BCSI 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
T23753121
2742547
A23S
HIP
1
1
Job Reference o tional
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr28 13:15:45 2021 Page 1
ID:hKY1ep9FiDwfFyJCybTuLLyv92?-w7R1mFrB_BwyYdgaMfuhrFyrUijjP3NagUKM_FzMAgi
p1-4-0 5-5 0 7-10-0 $-B-Q 13-9-0 11 -0 25-3-0 30-1 %0 38-8-0
1 4-0 5 5-0 2-5-0 0-10 5-1-0 5-11-0 5-7-0 5-7-0 7-10-0
8x10 II
3x8 =
6.00 FIT 4 5
2x4 =
3
ST1.5x8 STP = 27
26
n 1 2
?I
O
5x8 % 3.00 F12
6x8 = 2x4 11 6x8 = 5x8 =
28 6 29 7 30 8 31 9
32
33
16
18 17
19 = 12x14
_ 4.6 =
4X4
10x12 =
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 FBC2020/TP12014
LUMBER -
TOP CHORD
2x4 SP M 31 'Except`
1-4: 2x4 SP No.2, 9-10: 2x4 SP No.1
BOT CHORD
2x4 SP No.2 *Except*
2-18: 2x6 SP No.2, 16-18: 2x6 SP M 26
WEBS
2x4 SP No.3 *Except*
13-16,8-16: 2x4 SP No.2
Scale = 1:69.2
15 14
13 12 11
3x4 II
5x12 = 3x6 = 2x4 II 3x6 =
13-9-0 11 -6-00
25-3-0
30-1%0 38-0-0
5-11
5-7-0
5-7-0 7-10-0
5:0-3-8,0-1-81, [6:0-4-0,Edge), [8:0-2-0,Edge), [9:0-5-8,0-2-4), [10:0-2-12,0-1-8)
CSI.
DEFL. in
floc) I/defl Lid
PLATES GRIP
TC 1.00
Vert(LL) 1.15
15 >403 240
MT20 244/190
BC 0.91
Vert(CT) -1.40
15 >332 180
WB 0.93
Horz(CT) 0.53
10 n/a n/a
Matrix -MS
Weight: 210 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied or 4-0-5 cc bracing. Except:
10.0-0 cc bracing: 14-16
WEBS
1 Row at midpt 13-16, 8-16
REACTIONS. (size) 10=Mechanical, 2=0-8-0
Max Horz 2=183(LC 11)
Max Uplift 10=-802(LC 12), 2=921(LC 12)
Max Grav 10=1432(LC 1), 2=1506(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4948/3058, 3-4=-4724/2807, 4-5=-5091/3099, 5-6=-6698/4012, 6-7=7249/4374,
7-8=-7137/4315, 8-9=-3193/2090, 9-10=-2679/1657
BOT CHORD 2-19=2707/4501, 18-19=-2390/4365, 17-18=-2830/5091, 16-17=-3757/6719,
7-16=266/282, 11-13=-1316/2326, 10-11=-1317/2319
WEBS 5-17=985/1803, 6-17=-519/437, 6-16=-371/655, 13-16=-1875/3261, 8-16=2327/4127,
8-13=1736/1139, 9-13=-620/1171, 9-11=0/300, 3-19=-222/348, 5-18=-806/603,
�►11111//
4-16=1454/2169
jIN•
NOTES-
�' , .•'�CE`NS••
1) Unbalanced roof live loads have been considered for this design.
.' �, F•'.L
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.
No 68182
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 7-10-0, Extedor(2R)
•;
7-10-0 to 13-5-14, Interior(1) 13-5-14 to 30-10-0, Exterior(2R) 30-10-0 to 36-5-14, Interior(1) 36-5-14 to 38-8-0 zone;C-C for
11r,• *.
. 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.
r ,� +
3 OF.
4) Provide adequate drainage to prevent water ponding.
0 O
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 live load 20.Opsf the bottom in
��. T[+�• �' Q .• ��
�i��`. •�'�: 0 1�
a of on chord all areas where a rectangle 3-6-0 tall by 2-0-0 wide
fit between the bottom
•'��\
�I StS •"' • •G ``
will chord and any other members.
���! 11 A;
o connections.
hint s for
8) Bearing at considers parallel to grain using ANSlrrPI 1 angle to rain formula. Building designer should verify
J O P 9 9 9 9 9 9 Y
1 .
capacity of bearing surface.
Joaquin Velez PE N6.66182
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
Mrfek USA, Inc. FL Cert 6634
10=802, 2=921.
6904 Parke East Blvd. Tampa FL 33610
bate:
April 30,2021
® WARNING - Vedy design parameters 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 verify the applicability of design parameters and properly Incorporate this design into'the overall wt
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse 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 BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753122
2742547
A24S
ROOF SPECIAL
1
q
J
Job Reference (optional)
-_. -- - .-.�--•-- v •� , �•v, • �n , ,_,,• �,•r, , - ����, , o.you s MP1 cu tut 1 wu 1 en inuusme5, mc. vveu Hpr zo i sn o:go zuri rage l
ID:hKY1ep9FiDwfFyJCybTuLLyv927-Ki79OHu4H61XP409lnROTuaTHvsNcTgONSZObazMAgf
1-4-0 5-10-0 8-8-012-6-5 1&1-3 19-8-0 24-1%0 28-10-0 33-5-12 38-8-0
1-4-0 5-10-0 2-10-0 3-10-5 3-6-13 3-6-13 5-2-0 4-0-0 4-7-12 5-2-4
Scale=1:71.6 .
5x6 =
4x4 =
10
5x8 =
6.00 12 4x4 = 4x6 = 4x4 =
Sx8 =
3 4 5 7 8
g 352x4
ST1.5x8 STP =
11
36
30
29 16
jIo
2 22 21 20 19 12x14 II
I4 "
0 1 2x4 11 6x8 = 4x4 = 4x4 =
12 Iv w
16
15 14 13
17
4x6 � 3.00 12 3x4 11
3x6 = 3x4 =
4x8 =
3x6 =
5-10-0 8-11-0 12-6-5 16-1-3 1%8-0 24-1%1
31-5-12 38-8-0
5-10-0 2-10-0 3-10-5 3-6-13 3-6-13 5-2-0
6-7-12 7-2 4
Plate Offsets (X Y)-- [3:0-5-8,0-2-0] [6:0-3-0 Edcie] [9:0-5-8 0-2-0] [18:0-5-8 Ed e] [21:0-4-0 0-4-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
Vert(LL) 1.44
17 >321 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.47
Vert(CT) -1.75
17 >265 180
BCLL 0.0
Rep Stress Incr YES
WB 0.77
Horz(CT) 0.54
12 n/a n/a
BCDL 10.0
Cade FBC2020/TPI2014
Matrix -AS
Weight: 624lb
FT = 20%
LUMBER- BRACING-
TOP'CHORD 2x4 SP ND.2 TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except* BOT CHORD
Rigid ceiling directly applied. Except:
2-21: 2x6 SP No.2, 18-21,8-16: 2x6 SP M 26
10-0-0 cc bracing: 16-18
WEBS 2x4 SP No.3
REACTIONS. (size) 12=Mechanical, 2=0-8-0
Max Horz 2=224(LC 11)
Max Uplift 12=-802(LC 12), 2=920(LC 12)
Max Grav 12=1433(LC 1), 2=1507(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4970/3137, 3-4=-10070/6227, 4-5=12517/7636, 5-7=-14045/8549, 7-8=-13752/8398,
8-9=-10220/6291, 9-10=-5018/3318, 10-11=-2651/1781, 11-12=-2803/1835
BOT CHORD 2-22=2824/4513, 21-22=-2799/4499, 20-21=-6121/10184, 19-20=-7479/12517,
18-19=-8392/14045,15-16=-1335/2211,13-15=-1225/2126,12-13=-1540/2475
WEBS 3-21=3594/5947, 4-21=-703/527, 15-18=-1384/2254, 9-18=-3592/6047, 9-15=-3646/2472,
10-15=-2334/3622, 10-13=242/458, 11-13=-303/366, 4-20=-1396/2400, 5-20=-591/437,
5-19=941/1575, 7-18=-418/251
NOTES-
1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc, 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; 8=45ft; L=40ft; eave=5ft; 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 5-10-0, Exterior(2R)
5-10-0 to 9-10-0, Interior(1) 9-10-0 to 28-10-0, Exterior(2R) 28-10-0 to 32-10-0, Interior(1) 32-10-0 to 38-8-0 zone;C-C for members
and forces & MWFRS 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.
8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Refer to girder(s) for truss to truss connections.
10) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
Continued on Dacia 2
%"1111111J/I1
,�0% -QU I N VF�i�i
% ,0 C, E N �\� Fes.
No 68182
��• •ice
' S OF . 44/•:
b N A' G %% %
Joagt In .Velez PE No,88182
MITWU'SA, Inc. FL Cart 6634
6904:PA' e,East•Blvd. Tampa FL 336.10
Date:
ADril 30.2021
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 Mrrek® connectors. This design is based only upon parameters shown, 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 chordmembers only. Additional temporary and permanent bracing
MiTek'
Is always required for stability and to prevent collapse 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/1 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 Type
City
Ply
TA2m4S
T23753122
2742547
ROOF SPECIAL
1
q
J
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:48 2021 Page 2
I D:hKY1 ep9FiOwfFyJCybTuLLyv927-Ki79O Hu4H61XP4091 nROTuaTHvsNcTgONSZObazMAgf
NOTES-
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=802, 2=920.
12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the
bottom chord.
® WARNING - Vedty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. -
Design valid for use only with MiTek® connectors. This design is based anly upon parameters shown, and is for an individual building component, not'•
a truss system. Beforeuse, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse 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/TP11 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
T23753123
=optional)
2742547
B01A
GABLE
1
Builders FirslSource (Plant City, FL), Plant City, FL - 33567,
I
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:49 2021 Page 1
uCLMGubem975iyKvFi-puhYcdvi2QQN1 EzLbVyd0561TJJEL4YAb6la7OzMAge
6-4-0
4x4 =
»n� — 4x0 =
5x12 11
2x4 11 2x4 11 2x4 11
12-8-0
5x12 11
Scale = 1:25.4
I�
0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.23
Vert(LL) -0.00
11 n/r 120
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.04
Vert(CT) -0.00
11 n/r 120
BCLL 0.0
Rep Stress Incr
YES
WB 0.09
Horz(CT) 0.00
10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-S
Weight: 64 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 12-8-0.
(lb) - Max Horz 2=-144(LC 10)
Max Uplift All uplift 100 lb or less at joint(s) 16,12 except 2=-198(LC 12), 10=-198(LC 12), 15=-128(LC 12),
13=-128(LC 12)
Max Grav All reactions 250 lb or less at joints) 2, 10, 14, 15, 16, 13, 12
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 5-6=-83/252, 6.7=-83/252
WEBS 5-15=130/293, 3-16=-156/266, 7-13=132/294, 9-12=156/266
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 Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0
to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) 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 perANSI/TPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) 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) 16, 12 except
(jt=lb) 2=198, 10=198, 15=128, 13=128.
IN VE�41
No 68182o
Joaquin Velez PE No.68182
MiTekgSA,1nC..FL 66rt 6634
,6904:Parke East -Blvd. Tampa FL 33610
Date:
April 30,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse 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 BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753124
2742547
B02
Common
5
1
Job Reference (optional)
builders Firstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:50 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-H4FwpzvKpjYEfOYX9CUsYJfo2jYE4XUJgm27fTzMAgd
1 4-0 6-4-0 12-8-0 14-0-0
6-4-0 6-4-0 1-4-0
4x8 =
Scale = 1:24.7
Im
d
3x4 =
6-4-0 12-8-0
6-4-0 6-4-0
Plate Offsets (X,Y)-- [2:0-1-4,0-0-21
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.62
TCDL
7.0
Lumber DOL
1.25
BC 0.50
BCLL
0.0
Rep Stress Incr
YES
WB 0.11
BCDL
10.0
Code FBC2020/TPI2014
Matrix -AS
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 4=0-8-0
Max Horz 2=158(LC 10)
Max Uplift 2=378(LC 12), 4=-378(LC 12)
Max Grav 2=541(LC 1), 4=541(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-656/817, 3-4=656/818
BOT CHORD 2-6=-456/532, 4-6=456/532
WEBS 3-6=-44/282
3x4 =
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
Vert(LL)
0.08
6-12
>999
240
MT20 244/190
Vert(CT)
-0.08
6-9
>999
180
Horz(CT)
0.01
4
n/a
n/a
Weight: 49 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterioi*(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0
to 10-4-0, Exterior(2N) 10-4-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a, 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
• 2=378, 4=378.
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�
No 68.182
S T O F .' 14/
Joaquin Velez PE No.68182
MiTek USA', Inc. FL Ceft 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 30, 2021
A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. ��•
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to. prevent buckling of 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 ANSIITPlf Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
SatetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
s
Truss Type
QtyPlyT23753125
TB
2742547
Common
2
1
Job Reference (optional)
Builders Flrstbource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:51 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-IHpl l Jwyal g5HY7jjw755WCyo6rVpJT3QngCvzMAgc
-1-4-0 6-4-0 12-8-0
6-4-0 6-4-0
4x8 =
4x4 =
4x4 =
Scale: 12"=V.
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.69
Vert(LL) 0.10
5-8 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.63
Vert(CT) -0.09
5-8 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.11
Horz(CT) 0.01
4 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
Weight: 47lb 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) 4=0-8-0, 2=0-8-0
Max Horz 2=152(LC 11)
Max Uplift 4=-257(LC 12), 2=-385(LC 12)
Max Grav 4=465(LC 1), 2=544(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-668/861, 3-4=652/853
BOT CHORD 2-5=-554/542, 4-5=554/542
WEBS 3-5=-63/284
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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 6-4-0, Comer(3R) 6-4-0
to 10-4-0, Exterior(2N) 10-4-0 to 12-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
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)
4=257, 2=385.
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.
%�PpQUIN,V�����i
-No 68182
S O F
Joaquin Velez PE Nd:68182
MiTek USA;.Ihc: FL C6it 6634
6904:11parke East,Bivd. Tampa FL 33610
Dail
April 30,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse 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?PI1 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
T23753126
2742547
C1
Jack -Open
7
1
Job Reference (optional)
E ilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28.13:15:52 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQZ3Slx-DTMgEexaKLoyuiiwGdWKdkkC I WKdYSfcH4XEkLzMAgb
-1-4-0 0-114
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.32
TCDL
7.0
Lumber DOL
1.25
BC 0.06
BCLL
0.0
Rep Stress Incr
YES
WB 0.00
BCDL
10.0
Code FBC2020/TP12014
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=227(1_C 12), 4=-15(LC 1)
Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:7.6
0-11 �4
0-11-4
DEFL. in (loc) Vdefl L/d PLATES GRIP
Vert(LL) 0.00 5 >999 240 MT20 244/190
Vert(CT) 0.00 5 >999 180
Horz(CT) 0.00 4 n/a n/a
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=16omph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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 Iliad 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-G-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 Ill uplift at joint(s) 3, 4 except 0=1b)
2=227.
I"
No. 68182
ST. OF .' 111
Joaquln Velez PE Nd.68182
MiTek USA, Inc. FL bit 6634
6904:Nrke East Blvd. Tampa FL 33610
Date:.
April 30,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into 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 ANSYTPl1 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
T23753127
2742547
C1 P
JACK -OPEN
4
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:15:53 2021 Page 1
ID: oHYiRCdpcl quXgUg6?iPJRzdjtT-hfw2RyC5ewpWsH6gK1 ZAxH N2wguHvum WkGnGozMAga
i -1-4-0 0-114
' 1-" 0-11-4
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
SCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2020ITP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Harz 2=91(LC 12)
Max Uplift 3=6(LC 9), 2=246(LC 12), 4=-23(LC 17)
Max Grav 3=17(LC 12), 2=158(LC 1), 4=37(LC 12)
Scale = 1:7.6
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TC 0.32
Vert(LL) 0.00 5 >999 240
MT20 244/190
BC 0.06
Vert(CT) 0.00 5 >999 180
WB 0.00
Horz(CT) 0.00 4 n/a n/a
Matrix -MP
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.
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; 13CDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (it=lb)
2=246.
(I.Illllllf/,
No 68182
-D :Ir
OF
Joaquln.Velez PE Nd:68182
MiTek USA,.Inc; IL tent 6634.
.6904:Parke EattBlvd. Tampa FL 33610
Date:
April 30,2021
® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters andproperly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse 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/1 Quality Criteria, DSB-99 and SCSI Building Component 6964 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753128
2742547
cis
JACK -OPEN
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
2x4 =
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:16:54 2021 Page 1
ID:m Mql pKnMQsfOZioRmROHYCzM W VQ-9sURfKygsy2g8?s102Yoj9gdeKOpOMBvI00KOEzMAgZ
0-11-4
0-11.4
0-11-4
0-11-4
Scale = 1:6.9
Plate Offsets (X,Y)-- [1:0-0-0,0-0-4)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.01
Vert(LL) -0.00
6 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.02
Vert(CT) -0.00
6 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 3 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical
Max Horz 1=29(LC 12)
Max Uplift 1=11(LC 12), 2=20(1_C 12), 3=8(LC 12)
Max Grav 1=35(LC 17), 2=22(LC 17). 3=17(LC 17)
FORCES. (lb) -Max. Camp./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=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
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 20.0psf 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.
,,l.i 1111.10j.'
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 2, 3.
0%,' } IN �% �"fj
P
plate
�%' '. .
.,p; ,..G
,%% ENS'
No 68182
:� ST. O.F .' �U:
op O'• <v
1
RQI
Joaquin Velez PE No.68182
MiTek USA,1nc. FL Cart 6634
.6904 Parke East Blvd. Tampa FL 3361 D'
Date:
April 30,2021
A WARNING —Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTF11 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 Type
Qty
Ply
�Cluss
T23753129
2742547
Jack -Open Truss
4
1
Job Reference (optional)
„tr1o..r �!ry, FL), rinni uiiy, rL - 53567. 6.43U s Apr 20 2U21 MiTek Industries, Inc. Wed Apr 28 13:15:56 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-5EcB40_50ZIONJOhVTaGoavuH7iZUGeCCiVRt6zMAgX
-1-4-0 0-11 4
1-4-0 0-11-4
Scale = 1:7.6.
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc) I/defl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL)
0.00
7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.06
Vert(CT)
0.00
7 >999 180
BCLL 0.0
Rep Stress ]nor YES
WB 0.00
Horz(CT)
0.00
2 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -MP
Weight: 5-lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc pur ins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=-4(LC 9). 2=-211(LC 12), 4=-14(LC 1)
Max Grav 3=18(LC 12), 2=158(LC 1), 4=41(LC 12)
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=4ft; Cat.
11; Exp C; Encl., GCpi=0.16; MWFRS (directional) and C-C Corner(3) 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/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) 3, 4 except Gt=lb)
2=211.
% OUIN
.•vco-
No ,681182
i 0 •'. S T OF • �11J
iFS•:..�R,1,
Joaquln.Velez PE Nti.66182
MITek USA, Inc: fL C 1:6634
6904:1parke East Blvd. Tampa FL 33610
bath:
April 30,2021
A WARNING - Vedfy design parametersand 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 uponparameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord. members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753130
2742547
C3
Jack -Open
7
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:15:58 2021 Page 1
' ID:20VQZHln97x9G5M9NmJalQz3Stx-2dkxViOLwBY6cd94dudkt?_EnxM1y98VgO_Yx?zMAgV
-1-4-0 2-114
1-4-0 2-11-4
Scale = 1:12.7
2-11-4
2-11-4
Plate Offsets (X,Y)-- [2:0-1-410-0-21
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL) -0.01
4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.13
Vert(CT) -0.01
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 FBC2020/TP12014
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=152(LC 12)
Max Uplift 3=-62(LC 12). 2=-183(LC 12)
Max Grav 3=70(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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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.
I'gIIII 111i
�
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 Ib uplift at joint(s) 3 except Qt=1b)
%
2=183.
NO 681'.82
�rc2.
S OF
_1111•-
Joaquin Velez PE No'.68182
MiTek USA, Inc. FL Will 6634
064:Parke East Blvd. Tampa FL 33610
Date:
April 30,2021
® 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 designermust verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated IS to•prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i1A 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 ANSVTP/1 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
T23753131
2742547
C3P
JACK -OPEN
4
1
Job Reference (optional)
1. tr ion, Vuy, f L), r1... l tiny, rL - 00001, c.4su s Apr zu zuZl mi l eK lnciustnes, Inc. Wea Apr'G6 13:15:59 2U21 Page 1
ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-WpIKi2OzhUgzEnkGBbBzQCXPXLgShcNeugj5URzMAgU
-1-4-0 2-11-4
1-4-0 2-11-4
Scale = 1:12.7.
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL)
0.02
4-7
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.24
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
rile
BCDL 10.0
Code FBC2020/TP12014
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 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.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-11-4 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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone; porch left and right exposed;C-C for members and forces
& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b)
2=245.
��IIIIIIfII�
E N
No .68182
all
: 9 S . O F ' 44/ .
OD N
ii��ss`ON
Joag616 Velez PE No.68182.
Mrrek 11SA, Inc. FL Cent 6634
11964 Parke East,61vd. Tampa FL 33610
Date:
April 30,2021
® WARNING -Veriy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.9/2020 BEFORE USE.
--
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note
a truss system. Before use, the building: designer must verify the applicability of design parameters and properly incorporate this.design into the overall T
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M 1�. k'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 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
T23753132
2742547
C3S
JACK -OPEN
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
2x4 =
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:01 2021 Page 1
ID:mMgl pKnMQsfOZioRm ROHYCZM WVQ-S CP47j2DD6xhT4uelOARVdcnEBMh9WtxM_CCYKzMAgS
2-11-4
Scale: 1 "=1'
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Vdeft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL) 0.01
3-6 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.19
Vert(CT) -0.01
3-6 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MP
Weight: 9 lb 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) 1=Mechanical, 2=Mechanical, 3=Mechanical
Max Horz 1=89(LC 12)
Max Uplift 1=36(LC 12), 2=77(LC 12), 3=6(LC 12)
Max Grav 1=108(LC 17), 2=78(LC 17), 3=51(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=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and farces & 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 for truss to truss connections.
ttt�il I I ll)t.,
girder(s)
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2, 3.
��� Q� j I N 1/
EN
No 68182
S OF
�%%
Joaqulh Velez PE No.68182
MiTek USA, Inc. f l- Qeft 6634
6904:Parke East Blvd. Tampa FL 33610
Date:
April 30,2021
® WARNING -Verify 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 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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
Jab
s
Truss Type
Qty
Ply
�CW
T23753133
2742547
Jack -Open Truss
4
lob
Reference (optional)
ouiweib FirbiSuurce triani Cony, rL/, rlani cry, rL - aloe/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:02 2021 Page 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx-wOzSK33s_P3X5ETrsjhg1 r9vnYkxuz74beym4mzMAgR
-1-4-0 T 11-4
' 1-4-0 ' 2-11-4
Scale = 1:12.7.
0
M
N
u)
LOADING (psf)
SPACING- 2-0.0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
Vert(LL) 0.01
4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.13
Vert(CT) -0.01
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 FBC2020/TP12014
Matrix -MP
Weight: 12 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=152(LC 12)
Max Uplift 3=-67(LC 12), 2=-174(LC 12)
Max Grav 3=72(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=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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/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) 3 except at=lb)
2=174.
`%101111114.,
��% PQU I N ,VFW �4��.
G'E iv
1 No 68182
�L
r
0 S OF
i
N A'
Joaquin Velez PE No.68182
MiTek USA, nc. FL 6,M,6634
6904,Parke East Blvd. Tampa FL 33610
Date:
April 30,2021
® 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 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 ANSUFF11 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
T23753134
2742547
C5
Jack -Open
7
1
Job Reference (optional)
Builders FirstSource (Plant City, FL),
Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:03 2021 Page 1
ID:20VQZH In97x9G5M9NmJalQz3Stx-OaXgYP3Ulj BOjO21 QRCva2h l yy?JdQN EplhJdCzMAgQ
1 4-0 4-11-4
1-4-0 4-114
3x4 =
Scale = 1:17.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL) 0.06 4-7 >943 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.44
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/TP12014
Matrix -AS
Weight: 18lb 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) 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 Grav 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.
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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 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 Ot=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.
OWN VFW 4" ie
10
No 68182
` r
9 -S OF .� ►
t��jsS,�O
Joagdln Velez PE.NoA182
M1Telk WA, Inc: FL Celt 6634
,6909:PAe East Blvd. Tampa FL 33610
�a#e
April 30,2021
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 ANSI/TP11 quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753135
2742547
C5P
Jack -Open
4
1
Job Reference (optional)
6Ullaers FlrstSoufce (Plant Gny,, t-L),
lant Gity, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:04 2021 Page 1
ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-sn5D1146W1 JFKYdDz8k86GE8fvlDJMtdN2yRs9fzMAgP
-1 4-0 4-11.4
1-4-0 4-11-4
Scale = 1:17.6.
4-11-4
4-114
Plate Offsets (X,Y)-- [2:0-0-12,Edge)
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 0.81
Vert(LL) 0.18
4-7' >322 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.84
Vert(CT) 0.17
4-7 >354 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
3 n/a file
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
Weight: 18lb 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) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Harz 2=214(LC 12)
Max Uplift 3=-145(LC 12), 2=-300(LC 12), 4=81(LC 12)
Max Grav 3=120(LC 17), 2=262(LC 1), 4=86(LC 3)
FORCES. (lb) -Max. Camp./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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 4-10-8 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shovimcovers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chard 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.
tit I 118'f i�
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift atjoint(s) 4 except
�� 'f1r ,
,
VFL
plate (jt=1b)
3=145, 2=300.
%%o Pqu
' '
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
� G E •N' 1 .
sheetrock be applied directly to the bottom chord.
i
N0..0ty
•4:
OF
R.1�,��
Joaquin Velez PE No.68182
MiTek USA, Inc.. FL tort 6634
6904:Parke East Blvd'. Tampa FL W10'
Date."
April 30,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE. °
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of designparameters andproperly incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek°
is always required for stability and to prevent collapse 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/TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753136
2742547
C5S
JACK -OPEN
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:16`:05 2021 Page 1
ID:mMgl pKnMQsfOZioRmROHYCzMVvVQ-Lzfbz55kHKR6yiCQXsFNfTnMhle55KsXHcAQh5zMAgO
4-114
4-114
3x4 =
4-114
4-114
Scale = 1:16.9
Plate Offsets (X,Y)-- [1:0-1-0,Edge)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL) 0.08
3-6 >749 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.55
Vert(CT) 0.06
3-6 >958 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 16lb 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) 1=Mechanical, 2=Mechanical, 3=Mechanical
Max Horz 1=151(LC 12)
Max Uplift 1=-63(LC 12), 2=138(LC 12), 3=-3(LC 12)
Max Grav 1=184(LC 17), 2=137(LC 17), 3=87(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=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) 0-0-0 to 4-0-0, Interior(1) 4-0-0 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 for truss to truss connections.
I li// II
girder(s)
6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 1, 3 except Gt=lb)
- Ne
plate
% OP.Q:
•'`
2=138.
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
�� , G E. N
�� .•f fir\ SF�••� �i
sheetrock be applied directly to the bottom chord.
No 68182
O S O F t-�,
Joaquifi, Velez PE Nd;68182
MiTek USA, Inc..FL$ert 6634
.6900arke East Blvd. Tampa FL 336.10
Date:'
April 30,2021
® WARNING -Verify 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
�o
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web. andlor chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIVTP11 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
s
Truss Type
Qty
Ply
TC5V
T23753137
2742547
Jack -Open Truss
4
1
Job Reference o tional
ounuars ruswuuroe (Piani crry, FL), Pianr city, FL - ssoe/, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:07 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-HMmLOn6 oyhgB?LoeHHrkusiJZLZZEMpkvfXm_zMAgM
-1-4-0 4-11-4
1-4-0 4-11-4
Scale = 1:17.6.
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.59
Vert(LL) 0.07 4-7 >853 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.48
Vert(CT) -0.07 4-7 >881 180
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: 18 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) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=214(LC 12)
Max Uplift 3=-133(LC 12), 2=-189(LC 12)
Max Grav 3=134(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.
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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 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 alive 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 chard and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Bearing atjoint(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) except at=lb)
3=133, 2=189.
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.
,%,IN
{�{illlllJll�'I
NO 6$T82
OF
�OR!k1l Wit,
10P
Joag6ln,Velez PE NdAM82
Well USA, Inc. FL Celt 6634.
004;Parl a East Blvd. Tamp& FL 33610
Date:
April 30,2021
®WARNING -Verify 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 prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse 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/1 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
T23753138
2742547
D01
Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
1-4-0 ' 7-0-0
Special
5x8 =
ST1.5x
m 2
6-6-0
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:09 2021 Page 1
ID:mMg1 pKnMQsfOZioRmROHYCzMWVQ-Dku5oS8FKZxYRJVBmhJJpJxOMNxB1xH6CD8dgszMAgK
6-6-0
NAILED
NAILED Special
NAILED NAILED 3x6 II NAILED NAILED 5x8 =
17 18 194 20 21 22 5
7-0-0 ' 1-4-0
Scale = 1:49.2
5x8 STP =
6
1 7
10 23 24 25 9 26 27 28 8
3x8 =
2x4 II NAILED NAILED 5x8 —_ NAILED NAILED 2x4 II 3x8 —
Special NAILED Special
NAILED
8
6.00112
STP = ST1.
Plate Offsets_(X,Y)--[2:0-8-0,0-0-141,[3:0-5-8,0-2-41,[5:0-5-8,0-2-41,[6:0-8-0,0-0-141,[9:0-4-0,0-3-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180
BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a
BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 123Ib FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Harz 2=172(LC 7)
Max Uplift 2=-1396(LC 8), 6=-1396(LC 8)
Max Grav 2=2139(LC 1), 6=2139(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=4125/2540
BOT CHORD 2-10=2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618
WEBS 3-10=66/726, 3-9=879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66/726
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.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific lllilli
to the use of this truss component. U N t, -
4 Provide adequate drainage to prevent water ondin Q V�.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� �..,.•' C E jv
\
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 ♦ .'' �. F•'•:
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 at=lb) No. 6 8182
2=1396, 6=1396. * ;• •..*. +_
ej "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 Ib down and 407 lb up at
7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 lb + .
.�' STA OF l �•�
up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. + '�
0) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). jT�� O R 1 O Q `. �LOAD C�,��
Standard
1) Dead +Roof)Live (balanced): Lumber /ncrease=1.25, Plate Increase=1.25 N A' `,,
Uniform Loads (plo 111,-
Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquin Velez PE Nd.68182
Mirek qM-, Inc.. FL Cert 6634
69049arke,East Blvd: Tampa FL 33610
-Date:
April 30,2021
Continued on plage 2
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,y'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 ANShTP11 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
Plate Offsets_(X,Y)--[2:0-8-0,0-0-141,[3:0-5-8,0-2-41,[5:0-5-8,0-2-41,[6:0-8-0,0-0-141,[9:0-4-0,0-3-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.35 9 >936 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.42 8-9 >778 180
BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(CT) 0.13 6 n/a n/a
BCDL 10.0 Code FBC2020ITP12014 Matrix -MS Weight: 123Ib FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Harz 2=172(LC 7)
Max Uplift 2=-1396(LC 8), 6=-1396(LC 8)
Max Grav 2=2139(LC 1), 6=2139(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4125/2540, 3-4=-4777/3083, 4-5=-4777/3083, 5-6=4125/2540
BOT CHORD 2-10=2077/3683, 9-10=-2080/3709, 8-9=-2080/3643, 6-8=-2077/3618
WEBS 3-10=66/726, 3-9=879/1374, 4-9=-899/996, 5-9=-879/1374, 5-8=-66/726
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.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific lllilli
to the use of this truss component. U N t, -
4 Provide adequate drainage to prevent water ondin Q V�.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� �..,.•' C E jv
\
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 ♦ .'' �. F•'•:
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 at=lb) No. 6 8182
2=1396, 6=1396. * ;• •..*. +_
ej "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 314 Ib down and 407 lb up at
7-0-0, and 314 lb down and 407 lb up at 20-0-0 on top chord, and 397 lb down and 170 lb up at 7-0-0, and 397 lb down and 170 lb + .
.�' STA OF l �•�
up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. + '�
0) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). jT�� O R 1 O Q `. �LOAD C�,��
Standard
1) Dead +Roof)Live (balanced): Lumber /ncrease=1.25, Plate Increase=1.25 N A' `,,
Uniform Loads (plo 111,-
Vert: 1-3=-54, 3-5=-54, 5-7=-54, 11-14=-20 Joaquin Velez PE Nd.68182
Mirek qM-, Inc.. FL Cert 6634
69049arke,East Blvd: Tampa FL 33610
-Date:
April 30,2021
Continued on plage 2
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,y'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 ANShTP11 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
Continued on plage 2
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,y'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 ANShTP11 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
T23753138
2742547
D01
Hip Girder
1
1
Job Reference (optional)
--••--• � • •• � ---• �� ^rter, .y, o.4JU S Apr zu zuzl mI I eK industries, Inc. Wed Apr 28 13:16:09 2021 Page t
ID:mMglpKnMQsfOZioRmROHYCzMWVQ-Dku5oS8FKZxYRJVBmhJJpJxOMNxB1xH6CD8dgszMAgK
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 3=-149(F) 5=-149(F) 10=-392(F) 8=392(F) 17=-117(F) 18=-117(F) 19=-117(F) 20=117(F) 21=-117(F) 22=-117(F) 23=-59(F) 24=59(F) 25=-59(F) 26=-59(F)
27=-59(F) 28=-59(F)
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFOREIUSE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated'is to prevent buckling of individual truss web and/or chord. members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and SCSI Building Component Blvd.
e East
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parke
3ast
Job
Truss
Truss Type
Qty
Ply
T23753139
2742547
D02
Hip
1
1
Job Reference (optional)
BY ilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:12 2021 Page 1
ID: mMgl pKnM QsfOZioRm ROHYCzM W VQ-dJaERUA7dUJ7lmEmRgtORyZbsazBESGYuBNH RBzMAgH
1 4 0 6-3-6 9-0-0 13-6-0 18-0-0 i I 20-8-10 27-0-0
1-4-0 6-3-6 2-B-10 4-6-0 4-6-0 2-8-10 6-3-6
4x4 =
3x4 = 4x4 =
4 20 21- 5 22 6
Scale = 1:49.0
;TP =
4x4 =
3x8 = 3x4 = 3x8 = 4x4 =
9-0-0
18-0-0
27-0-0
9-0-0
9-0-0
9-0-0
Plate Offsets (X,Y)--
[2:0-1-0,Edge], [8:0-1-0,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL)
0.17
9-14
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.78
Vert(CT)
-0.31
9-14
>999
180
BCLL 0.0
Rep Stress Incr YES
WB 0.21
Horz(CT)
0.06
8
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -AS
Weight: 128lb 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) 8=0-8-0, 2=0-8-0
Max Harz 2=207(LC 11)
Max Uplift 8=-559(LC 12), 2=-680(LC 12)
Max Grav 8=997(LC 1), 2=1073(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1755/1198, 3-4=-1550/1098, 4-5=-1353/1020, 5-6=-1358/1013, 6-7=-1556/1101,
7-8=-1764/1195
BOT CHORD 2-11=967/1533, 9-11=-865/1488, 8-9=-957/1544
WEBS 3-11=338/382, 4-11=-336/536, 5-11=-278/242, 5-9=-274/227, 6-9=337/542,
7-9=-349/392
NOTES-
1) Unbalanced roof live loads have been considered for this design
2) Cat.
I0 C-C 2
IIUExp CS En l., GCpi 1& MPWFRS (directional) and 8-0 to 9 0 0 Extenave=5ft;
Exterior(2E) -1 4-0 to62-8-0 ntterlor(1) or(2R) 9-0-0
to 14-7-14, Interior(1) 14-7-14 to 18-0-0, Exterior(2R) 18-0-0 to 23-7-14, Interior(1) 23-7-14 to 27-0-0 for
VI�f
F�
zone;C-C members and
•'
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
���' ,� (J E N �j
•
`SF �i
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
�� . �;
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for 10.0 bottom live load
i
N:o, 68,182 •
*
a psf chord nonconcurrent with any other live loads.
,•
6j • This truss has been designed for a 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.
=p;
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except of=lb)
-S . OF ., 41J
8=559, 2=680.
13) 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 bottom
Q �•�
�i�t`s'+� R,•
sheetrock applied to the chord.
. ��,��
Il'�'S/O
N A``��.
Joaquin:VelezPE No.68182
MiTek USA, Inc:FLCert 6634.
.6904:Parke East Blvd. Tafnpa FL 33610'
oafs:
April 30,2021
--
® WARNING -Verify 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 ANS11TP/1 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
T23753140
2742547
D03
Hip Girder
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:15 2021 Page 1
ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-2uFN3WDOwPhh9EzL6yQj3aB1 Gnl RRdJ7a9by2W7MAgE
5- -5 9-9-0 13-6-0 17-3-0 21-10-11 27-0-0
5-15 4-7-12 3-9-0 3-9-0 4-7-12 5-1-5
6x8 =
HTU2
?1
0
3x8 = 6x8 =
19 4 20 5
Scale = 1:48.5k
5x12 = HTU26 3x10 II 7x8 WB
2x4 II Special 7x8 —_ HTU26 3x1b II HTU26 5x12 —
ST1.5x8 STP = HTU26 7x8
HTU26
HTU26 HTU26
5-15 97-1 13-6-0
17-3-0
21-10-11
27-0-0
5-15 4-7-12 3-9-0
3-9-0
4-7-12
5-1-5
Plate Offsets (X,Y)-- [1:0-11-8,0-0-4], [9:0-4-0,0-4-12], [12:0-4-0 0-4-12]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.78
Vert(LL) 0.31
8-9 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.67
Vert(CT) -0.36
8-9 >882 180
BCLL 0.0
Rep Stress Incr NO
WB 0.96
Horz(CT) 0.11
7 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 376 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x6 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-0-1 oc purlins.
BOT CHORD 2x6 SP M 26
BOT CHORD
Rigid ceiling directly applied or 7-2-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Horz 1=-195(LC 23)
Max Uplift 1=-3859(LC 8), 7=-5467(LC 8)
Max Grav 1=5961(LC 1), 7=9176(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-12623/8243, 2-3=-10848/6993, 3-4=-9817/6417, 4-5=-10961/6830, 5-6=-12119/7459,
6-7=-16224/9748
BOT CHORD 1-13=7248/11200, 12-13=7248/11200, 10-12=6567/10775, 9-10=6567/10775,
8-9=-8657/14517, 7-8=-8657/14517
WEBS 2-13=1028/1478, 2-12=-1708/1356, 3-12=-2804/4446, 4-12=1836/779, 4-10=-575/1042,
4-9=-212/660, 5-9=3039/5053, 6-9=-4161/2480, 6-8=1850/3399
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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; Vuit=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); 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 fora 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) 1, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Gt=lb)
1=3859, 7=5467.
11) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 11-1 Odxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 9-5-3 oc max.
starting at 0-4-0 from the left end to 13-10-4 to connect truss(es) to back face of bottom chord.
Continued on Dace 2
N
Iv
0
♦♦♦`� "ON
N0 68182
;9 `S OF 41j,'
oo
000,O P ���•
Velez PE Nd.68182
5A, Inc. FL Cert 66N
rke Fast,1314 Tampa FL 33610
April 30,2021
® WARNING -Verify design parameters 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 verify the applicability of design parameters and properly incorporate this design into the overall pp/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing �y� 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 ANS1/TPf1 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
pe
City
Ply
FHpGTrdr
T23753140
2742547
D03
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:16:15 2021 Page 2
ID:mMgl pKnMQsfOZioRmROHYCzMWVQ-2uFN3WDOwPhh9EzL6yQj3aB1 Gn1 RRdJ?a9by2WzMAgE
NOTES-
12) Use Simpson Strong -Tie HTU26 (20-1 Od Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-10-12 from the left end to
25-10-12 to connect truss(es) to back face of bottom chord.
13) Fill all nail holes where hanger is in contact with lumber.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1484 lb down and 1214 lb up at 6-4-12, 782 lb down and 549 lb up at
8-4-12, 782 lb down and 549 lb up at 10-4-12, and 782 lb down and 549 lb up at 12-4-12, and 1413 Ib down and 822 lb up at 16-0-4 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, 3-5=54, 5-7=-54, 1-16=-20
Concentrated Loads (lb)
Vert: 1=-20(B) 8=-1412(B) 18=-1414(B) 21=-86(B) 22=-160(B) 23=-1484 24=-782 25=-782 26=-782 27=-620(B) 28=1413(6) 29=1409(B) 30=1412(8)
31=-1412(B)
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 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
T23753141
I`L,__'.
2742547
E4
Roof Special
2
1
(optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:18 2021 Page 1
I D:20VQZH 1n97x9G5M9NmJalQZ3Stx-STxVhXFuDK4GOhhwo4_QhCpek?8VeC4RG7gcfrzMAgB
i -1-4-0 3-8-8
1-4, ' 388
Scale = 1:14.6
3-8-8
3-8-8
Plate Offsets (X,Y)-- [2:0-1-4 0-0-21
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 0.32
Vert(LL) 0.02
4-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.27
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 FBC2020/TP12014
Matrix -MP
Weight: 14 Ito FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-8-8 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 4=Mechanical, 2=0-8-0
Max Horz 4=176(LC 12)
Max Uplift 3=-88(LC 12), 2=-186(LC 12)
Max Grav 3=94(LC 17), 4=64(LC 3), 2=220(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BOT CHORD 2-4=-131/382
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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exteridr(2R) 2-8-0 to 3-7-12 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. `,%� U I N ���
5) Refer to girder(s) for truss to truss connections. � i P,a. VF� ee
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) `'�
•'
op
No 68182
S OF .'�41V
fit
Joaquln Velez PE No.68182
MiTek USA, Ina. FL Left 6634.
,6904:15arke East Blvd. TampaFL 3361.0
Date:
April 30,2021
® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse 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
Qty
Ply
T23753142
2742547
E4A
Roof Special
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
3x4 =
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 FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 2=Mechanical, 1=0-8-0, 3=Mechanical
Max Horz 3=113(LC 12)
Max Uplift 2=100(LC 12), 1=-47(LC 12). 3=-6(LC 12)
Max Grav 2=100(LC 17), 1=137(LC 17), 3=66(LC 3)
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 2813:16:19 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-wfVtvtGW eC7erG6LoVfDQMgWPTINfKaVnZ9BHzMAgA
Scale = 1:13.9
CSI. •
DEFL. in
(loc) I/deft Lid
PLATES GRIP
TC 0.32
Vert(LL) 0.03
3-6 >999 240
MT20 244/190
BC 0.36
Vert(CT) -0.02
3-6 >999 180
WB 0.00
Horz(CT) -0.00
2 n/a n/a
Matrix -MP
Weight: 12 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-8-8 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BOT CHORD 1-3=-101/251
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=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 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) 2, 1, 3.
� %�, WIN VFW *-*%.
,%. pP; <�. i�
�.` r E`N S
NO 681.82
S OF : 41JIt
Joaquin Velez PE Nd.66182
MiTek USA, Inc. K ert 66M
04:P 69arke East Blvd. Tampa FL 33610
Date:
April 30,2021
®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek-
is always required for stability and to prevent collapse 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 Fast Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753143
2742547
E7
Jack -Open
12
1
Job Reference (optional)
esrouu u triam airy, rLl, riant Ury, rL - acoor, 6,43U s Apr 2U 2U21 MiTek Industries, Inc. Wed Apr 28 13:16:20 2021 Page 1
ID:20VQZHln97x9G5M9NmJaIQz3Stx-Os3G6DH8kxK F?rlvVOumduroohn66akjRJjjjzMAg9
1 4 0 7-0-0
1-4-0 7-0-0
Scale=1:23.0
7-0-0
7-0-0
Plate Offsets (X,Y)-- [2:0-1-8,Edoe)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.92
Vert(LL) 0.22
4-7 >377 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.85
Vert(CT) -0.21
4-7 >389 180
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
3 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 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) Provide
,�.��.�� ,
�' t1� IN
VFW
mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)P.Qu„
„
' �� �01
3=195, 2=217.
.`� JO • • E N
SF•'.
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
�� .'•�;�'C' �i
sheetrock be applied directly to the bottom chord.
i
No 681:82
S T OF t 4C/ %
.
.0.0 w
RAO • �`,,;
Joaquin Velez PE N618182
MITek USA',.Inc. FL Cert 6634
6904:Parke East Blvd. Tampa FL 33610
Date:
April 30,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1.9/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
�s
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse 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/TP/i Quality Criteria, DS13•89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753144
2742547
E7P
Jack -Open
4
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
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 FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x6 SP No.2
8.430 s Apr20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:22 2021 Page 1
ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-LEAOXvIPGZaiVJ?hlw2M2_CIcM2aO41 BlopoczMAg7
Scale = 1:22.6
CSI.
DEFL. in
(loc) I/clef] L/d
PLATES GRIP
TC 0.89
Vert(LL) 0.26
4-6 >325 240
MT20 244/190
BC 0.93
Vert(CT) 0.23
4-6 >360 180
WB 0.00
Horz(CT) -0.01
4 n/a n/a
Matrix -AS
Weight: 30 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD
Rigid ceiling directly applied.
REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4=Mechanical
Max Horz 2=280(LC 12)
Max Uplift 3=189(LC 12), 2=-367(LC 12), 4=144(LC 12)
Max Grav 3=163(LC 17), 2=336(LC 1). 4=138(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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 6-11-4 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
3=189, 2=367, 4=144.
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.
�111'111I1,�
, PQv N V F I
E -NS:
Z No, Q81:82
S OF t00
01
�
S�ON Al-
�fil111i1.11.110
Joaquin Velez PE Nd.68182
MiTek USA', Inc. FL Celt 6634
6904:Parke East Blvd. Tampa FL 33610
Dates
April 30,2021
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 51192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek°
Is always required for stability and to prevent collapse 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/TP11 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
I:J..k-Open
T23753145
2742547
E7V
Truss
14
1
Job Reference (optional)
rsunaers rustaource trlant uny, t-Li, rlant city, rL - 3db6i, 8.43U s Apr 2U 2U21 Mtlek Industries, Inc. Wed Apr 28 13:16:23 2021 Page 1
ID:20VQZH 1n97x9G5M9NmJalQZ3Stx-pRkOkFJ11 siZ6TataeZbO GWSn01CJSzAQPYNK2zMAg6
i -1-4-0 4-3-9 7-0-0
1-4-0 ' 4-3-9 2-8-7
3x4
LOADING (psf) SPACING- 2-0-0 CSI.
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56
TCDL 7.0 Lumber DOL 1.25 BC 0.68
BCLL 0.0 Rep Stress Incr YES WB 0.09
BCDL 10.0 Code FBC2020/TP12014 Matrix -AS
LUMBER -
TOP CHORD 2x4 SP No.1
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical
Max Horz 2=278(LC 12)
Max Uplift 4=134(LC 12), 2=-210(LC 12), 5=59(LC 12)
Max Grav 4=161(LC 17), 2=336(LC 1), 5=121(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-295/116
WEBS 3-6=-102/293
Scale = 1:23.0
DEFL. in (loc) Ildefl Lid PLATES GRIP
Vert(LL) 0.34 6-9 >247 240 MT20 244/190
Vert(CT) 0.28 6=9 >302 180
Horz(CT) -0.03 4 n/a n/a
Weight: 26 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2R) 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 atjoint(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)
4=134, 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.
(1111f1'N/II
No 68182
;iz
S T . OF • �[/
.o.�
O N
1.111,-
Joaquin Velez PE Nd.68182
Mfiek USA, Inc. FL Celt 6634
6964:Parke East Blvd. Tampa F'L 33610
Date:
April 30,2021
®WARNING - Verify designparameters. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE.
Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse 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
T23753146
2742547
G01 S
Hip Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:26 2021 Page 1
I D:20VQZH In97x9G5M9NmJalQZ3Stx-DOQXNGLvKn47zwIS Gm710u6yFDkEWIxc6Nm1 xNzMAg3
-1-4-0 3-9-4 7-0-0 9-10-0 11 -60 1 15-10-12 19-8-0 i
1-4-0 3-9-4 3-2-12 2-10-0 2-10-0 3-2-12 3-9-4
4x4 =
3x4 = 44 =
17 5 18 19 6
Scale=1:35.2
I?
0
3x4 = 3x8 = 5x8 = 3x4 =
3-9-0 7-0-0
9-10-0
12-8-0
15-10-12
19-8-0
3-9-4 3-2-12
2-10-0
2-10-0
3-2-12
1
3-9-4
Plate Offsets (X,Y)--
[2:0-0-4,Edge), [8:0-0-4,Edgej, [9:0-2-12,0-3-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL)
0.23
9-10
>999
240
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.85
Vert(CT)
-0.24
9-10
>999
1.80
BCLL 0.0
Rep Stress Incr NO
WB 0.33
Horz(CT)
-0.08
8
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MS
Weight: 96 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 8=Mechanical, 2=0-8-0
Max Horz 2=166(LC 7)
Max Uplift 8=-1097(LC 8), 2=-1194(LC 8)
Max Grav 8=1433(LC 1), 2=1504(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2817/2188, 3-4=-2639/2097, 4-5=-2359/1941, 5-6=-2347/1985, 6-7=-2666/2174,
7-8=-2837/2274
BOT CHORD 2-10=1869/2481, 9-10=-1906/2486, 8-9=-1953/2510
WEBS 3-10=289/198, 4-10=-545/849, 5-10=-255/304, 5-9=-271/283, 6-9=503/863,
7-9=-298/222
NOTES-
1) Unbalanced roof live loads have been considered for this design
2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf: h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
1111,111 111itj'
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
,�t,�� U I N �l�
VF� ��j
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
V
to the use of this truss component.
SF '•� �i
4) Provide adequate drainage to prevent water ponding.
�� •" V�
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
•
a
N;o 681' 82
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
fit between the bottom
Ar ' •:" *.
will chord and any other members.
�L) Refer to girder(s) for truss to truss connections.
=
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100.Ib uplift at joint(s) except Qt=lb)
8=1097,2=1194.
:9 STA• OF �CI•C
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 344 lb up at
7-0-0, 112 Ito down and 195 lb up at 9-0-12, and 112 lb down and 195 lb up at 10-7-4, and 190 lb down and 344 lb up at 12-8-0 on
0 7�
�00. Tc�•:'' P .•
top chord, and 386 lb down and 279 lb up at 7-0-0, 84 lb down and 28 lb up at 9-0-12, and 84 lb down and 28 lb up at 10-7-4, and
io `' �•'� O R ' •••`�?\ `%
386 lb down and 279 lb up at 12-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
��
��j ss� • • •`
���
NAl
others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Joaquin Velez PE No;68182
LOAD CASE(S) Standard
MiTek'Wk Inc.. FLCeit6634
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
.6964:Patke EastBlvd. Tampa FL 33610
Date':
April 30,2021
Continued on Dacia 2
® WARNING - Vedfy 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/TPN 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
Pl7Job
2742547
G01S
Hip Girder
1
T23753146
a„a,re��
Reference(optional)
• ^� �� �• o.acu s Apr zu zuzi am I eK industries, Inc. Wed Apr 28 13:16:26 2021 Page 2
ID:20VQZHIn97x9G5M9NmJalQz3Stx-DOQXN GLvKn47zwISGm710u8yFDkE WIxc6Nm 1 xNzMAg3
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-4=-54, 4-6=-54, 6-8=-54, 11-14=-20
Concentrated Loads (lb)
Vert: 4=-143(B) 6=-143(8) 9=-386(B) 10=-386(B) 17=112(B) 18=-112(B) 20=-63(B) 21=-63(B)
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. •
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not'
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only: Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 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
Job
Truss
Truss Type
City
Ply
T23753147
2742547
G02S
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:28 2021 Page 1
ID:20VQZH in97x9G5M9NmJalQZ3Stx-90YHoyN9sP KrDESrNB9m5JEKS 1 TO_ilvZhF8?GzMAg1
-1-4-0 6-33 9-0.0 10-8-0 13-4-13 19-8-0 ,
1-4-0 6-3-3 2-8-12 1-8-0 2-6-13 6-3-3
it
4x4 =
4x4 =
Scale = 1:36.0
4x6 = 3x4 =
4x4 = 4x4 =
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip'DOL
1.25
TC 0.50
TCDL
7.0
Lumber DOL
1.25
BC 0.68
BCLL
0.0
Rep Stress Incr
YES
WB 0.15
BCDL
10.0
Code FBC2020/TPI2014
Matrix -AS
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS.
(size) 7=Mechanical, 2=0-8-0
Max Horz 2=207(LC 11)
Max Uplift 7=405(LC 12), 2=-529(LC 12)
Max Grav 7=725(LC 1), 2=802(LC 1)
DEFL. in (]cc) I/deft Lid PLATES GRIP
Vert(LL) -0.14 8-13 >999 240 MT20 244/190
Vert(CT) -0.30 8-13 >780 180
Horz(CT) 0.03 7 n/a n/a
Weight: 89 lb FT = 20%
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=-1163/1036,3-4=-951/909,4-5=-805/846,5-6=-953/912, 6-7=-1169/1045
BOT CHORD 2-10=781/1018, 8-10=-468/805, 7-8=794/1014
WEBS 3-10=377/467. 4-10=-290/357. 5-8=-318/371. 6-8=389/488
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 19-8-0 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
' 7=405, 2=529.
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.
Ig
,,`�11111111/1/I
1101N V.No 68182
�•� ;ice
:9 • ST OF ' /
0
1111
Joaquin Velez PE Nd.68182
MiTek USA, Inc. FL 6rt 6634
,6964:Parke East6lvd. Tampa FL 33610
Date:
April 30,2021
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 14II.7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ryliTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-e9 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753148
2742547
G06S
Common
1
1
Job Reference (optional)
3
s FirsiSource (Piani Cky, FL), Piant city, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:30 2021 Page 1
I D:20VQZH In97x9G5M9NmJalQz3Stx-6nf2CeOQ00aZSYcDVcB EAkJefg52Sb6C 1_kE4BzMAg?
-1-4-0 5-55 9-10-0 14-2-11 19-8-0
1.4-0 5-55 4-4-11 4-4-11 - 5-5-5
Scale = 1:35.6.
4x6 =
4x4 = 5x8 = 4x4 =
I"
0
9-10-0
19-8.0
9-10-0
9-10-0
Plate Offsets (X Y)-- [6:0-1-4 Edge] [7:0-4-0 0-3-0]
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 0.58
Vert(LL) -0.15
7-10 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.86
Vert(CT) -0.31
7-10 >752 180
BCLL 0.0 '
Rep Stress Incr YES
WB 0.25
Horz(CT) 0.03
6 n/a n/a
BCDL 10.0
Cade FBC2020/TP12014
Matrix -AS
Weight: 86 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) 6=Mechanical, 2=0-8-0
Max Horz 2=224(LC 11)
Max Uplift 6=-405(LC 12), 2=-529(LC 12)
Max Grav 6=725(LC 1), 2=802(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1203/1264, 3-4=-919/976, 4-5=-920/983, 5-6=-1210/1325
BOT CHORD 2-7=-985/1080, 6-7=-1014/1061
WEBS 4-7=-532/574, 5-7=406/662, 3-7=-394/581
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=4ft; Cat.
II; Exp. C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 9-10-0, Corner(3R)
9-10-0 to 13-10-0, Exterior(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber
11/)I
1It
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
���
��P.Qv) N
to the use of this truss component.
4) This truss has been designed fora 10.0 bottom live load
•' �
psf chord 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
� V ♦.
i
No 68182.
will fit between the bottom chord and any other members.
6) Refer to for truss to truss connections.
.f *,
*
girder(s)
;•
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
=
6=405, 2=529.
�' • �►
8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
i .STOF ' ��
� .
`•: R 11 V N�>`�
Joaquin Velez FE No.68182
MiTek USAi•toc. FL Gett.6634
.6804:'Pafke Eatt•Blvd. Tampa FL 33610
Date:'.
April 30,2021
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 ANSIITP/f Quality Criteria, DSB-89 and BCSI Building Component 6904Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753149
2742547
G07S
Common
1
1
Job Reference (optional)
Builders FirstScurce (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:31 2021 Page 1
ID:20VQZHIn97x9G5M9NmJalQz3Stx-azD QQ_P29KiQ4hBP2JjTjyspP ERHB2NLFeUocbzMAg_
-1 4-0 5-5-59-10-0 14-2-11 19-8-0
1-4-0 5-55 4-4-11 4-4-11 5-5-5
Scale = 1:35.6
4x6 =
I�
0
4x4 = 5x8 = 4x4 =
9-10-0
19-8-0
9-10-0
9-10-0
Plate Offsets (X,Y)-- [6:0-1-4,Edge),[7:0-4-0,0-3-01
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in
(loc) Idefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.58
Vert(LL) -0.15
7-10 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.86
Vert(CT) -0.31
7-10 >752 180
BCLL 0.0
Rep Stress Incr YES
WB 0.25
Horz(CT) 0.03
6 n/a n/a
BCDL 10.0
Code FBC2020ITP12014
Matrix -AS
Weight: 86 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) 6=Mechanical, 2=0-8-0
Max Horz 2=224(LC 11)
Max Uplift 6=-405(LC 12), 2=-529(LC 12)
Max Grav 6=725(LC 1), 2=802(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-1203/1264, 3-4=-919/976, 4-5=-9201983,
5-6=-1210/1325
BOT CHORD 2-7=-985/1080, 6-7=-1014/1061
WEBS 4-7=-532/574, 5-7=406/662, 3-7=-394/581
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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 9-10-0, Corner(3R)
9-10-0 to 13-10-0, Exterjor(2N) 13-10-0 to 19-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber
IIili
DOL=1.60 plate grip DOL=1.60
,�,�1111I
Ito
0%'k V N VF�
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
�j�
•''-
to the use of this truss component.
This has been designed for 10.0 bottom live load
��' , '' C=E N ��
S'�''.. �i
4) truss a psf chord nonconcurrent with any other live loads.
�� .'• V�
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
N Q 6$182
will fit between the bottom chord and any other members.
* *.
6) Refer to girder(s) for truss to truss connections.
_.• :'
71 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb)
6=405,2=529.
'p,: �•
8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
'S O F
sheetrock be applied directly to the bottom chord.
0 Vz
T
�• O., ��,�
1111
Joaquin Velez PE No:68182
M[iekU,SA, Inc. FL Cent 6634
6964:1parke Fast Blvd. Tampa FL 33610
Qafi.
April 30,2021
® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into 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 ITeW
Is always required for stability and to prevent collapse 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/TPI1 Quality Criteria, DSB-99 and BCSI Building Component 6904 Parke East Blvd.
Safety Intormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
s
Truss Type
Qty
Ply
TG'O
T23753150
2742547
S
Roof Special Girder
1
1
Job Reference (optional)
irstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:32 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-2AnodKQgwdrHhrmcc1 EiF90_Qeo2wS?VUIDL71 zMAfz
5-3-7 9-10-0 15-11-8 20-6-2 25-1-8 29-8-8 32-4-0 38-8-0 40-0-q
5-3-7 4-6-9 ' 6-1-8 4-6-10 4-7-6 4-7-0 2-7-8 6-4-0 1-4-0
3x6 =
5x6 =
6.00 F12 3
5x6 =
3x8 =
3x6 = 3x4 = ST1.5x8 STP = 3x4 =
5x6 =
iv -- 13 12
ST1.5x8 STP = 2x4 11 3x4 =
3x6 = 3x4 =
Scale = 1:70.5.
ST1.5x8 STP =
3x6 =
5-3-7 9-10-0
15-11-8 19-4-0
22-1%0
26-3-10 26 -0 29-8-8
32-4-0
38-8-0
5-3-7 4-6-9
6-1-8 3-4-8
3-6-0
3-5-10 0- -6
3-4-8
2-7-8
6-40
Plate Offsets (X,Y)--
[1:0-6-0,0-0-21
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 0.63
Vert(LL)
-0.18 20-23
>999
240
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.83
Vert(CT)
-0.39 20-23
>600
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.42
Horz(CT)
0.02 10
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
Weight: 187lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-8-0 except at=length) 1=Mechanical.
(lb) - Max Horz 1=-224(LC 6)
Max Uplift All uplift 100 lb or less at joint(s) except 1=-359(LC 8), 17=-867(LC 8), 14=545(LC 8), 10=-353(LC
8)
Max Grav All reactions 250 lb or less atjoint(s) except 1=640(LC 1), 17=1270(LC 1), 14=804(LC 18), 10=509(LC
14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1017/638, 2-3=-724/452, 3-4=-716/448, 4-5=-467/304, 5-6=-390/740, 6-7=-19/360,
7-8=-120/337, 8-9=508/304, 9-10=-538/270
BOT CHORD 1-20=415/975, 18-20=-215/596, 17-18=-96/433, 16-17=-494/270, 14-16=-275/92,
13-14=-80/366, 12-13=-85/367, 10-12=-58/402
WEBS 2-20=411/374, 3-20=-171/419, 5-18=135/350, 5-17=1348/764, 6-17=-566/570,
6-16=93/252, 7-14=-352/394,8-14=-768/434,4-18=-350/239
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.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 1, 867 lb uplift at
joint 17, 545lb uplift atjoint 14 and 353 lb uplift at joint 10.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 111 lb up at
19-8-12, 66 lb down and 103 lb up at 21-8-12, and 66 lb down and 103 lb up at 23-11-4, and 72 lb down and 111 lb up at 25-11-4
on top chord, and 29 lb down and 31 lb up at 19-8-12, 24 lb down and 21 lb up at 21-8-12, and 24 lb down and 21 lb up at 23-11-4,
and 29 Ito down and 31 lb up at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Continued on Daae 2
oPpQUIN
`
No 68182
r
r
9 ST OF 4U:
Joaquin Velez PE Nd:68182
MiTek u§A, Inc. FL 66rt 6634
.6964:10a11ce East Blvd. Tampa FL 33610
Date:
And 30.2021
® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
is always required for stability and to prevent collapse 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/TP11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parkrk East
e East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601
Tampa, 36610
Job
Truss
Truss Type
Qly
Ply
T23753150
2742547
GOBS
Roof Special Girder
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:32 2021 Page 2
ID:20VQZHIn97x9G5M9NmJalQz3Stx-2AnodKQgwdrHhrmcc1 EiF90_Qeo2wS7VU IDL71 zMAfz
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-5=-54, 5-8=-54, 8-9=-54, 9-11=-54, 21-24=20
Concentrated Loads (lb)
Vert: 27=32(B) 28=-26(B) 29=-26(B) 30=-32(B) 32=-29(B) 33=-22(B) 34=22(B) 35=-29(B)
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119r2020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and propery Incorporate this design into 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 MI Quality Criteria, DS13-89 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
s
Truss Type
Qty
Ply
7H7
T23753151
2742547
DIAGONAL HIP GIRDER
4
1
Job Reference (optional)
••��• � • • �•��-• �� �• ^Y, ter, ^r, - o.4ou s mpr zu zuzi mrr eK inaustrles, Inc. vvea Apr 26 13:16:34 2021 Page 1
I D:20V QZH In97x9 G5M9 Nm Ja IQz3 Stx-_YvY2ORwRF5?x9w_kRGAKaU Hj STsOMOoxci S CvzMAfx
-1-10-10 5-2-56-10-10 9-10-13
1-10-10 5-2-5 1-8-5 3-0-3
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Vdefl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.77
Vert(LL)
-0.28
6-9
>424
240
TCDL 7.0
Lumber DOL
1.25
BC 0.87
Vert(CT)
-0.57
6-9
>205
180
BCLL 0.0
Rep Stress Incr
NO
WB 0.32
Horz(CT)
-0.01
6
n/a
file
BCDL 10.0
Code FBC2020/TP12014
Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD
BOT CHORD 2x4 SP No.1 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-8-0, 6=Mechanical
Max Horz 2=278(LC 8)
Max Uplift 4=-159(LC 8). 2=-341(LC 8), 6=-159(LC 8)
Max Grav 4=108(LC 1), 2=528(LC 1), 6=383(LC 28)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-703/416
BOT CHORD 2-6=-482/628
WEBS 3.6=-678/521
Scale = 1:22.1.
3x4 =
PLATES GRIP
MT20 244/190
Weight: 41 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 oc purlins.
Rigid ceiling directly applied or 8-9-13 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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) na
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20:Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 4, 341 lb uplift at
joint 2 and 159 lb uplift at joint 6.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 lb down and 35 lb up at
1-5.12, 119 lb down and 61 lb up at 1-5-12, 127 lb down and 101 lb up at 4-3-11, 123 Ib down and 85 lb up at 4-3-11, and 165 lb
down and 1691b up at 7-1-10, and 163 Ib down and 159 Ib up at 7-1-10 on top chord, and 7 lbdown and 13 Ib up at 1-5-12, 55 Ib
down and 16 Ib up at 1-5-12, 18 Ib down and 23 Ib up at 4-3-11, 18 Ib down at 4-3-11, and 39 lb down and 31 Ib up at 7-1-10, and
37 Ib down at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-7=-20
Concentrated Loads (lb)
Vert: 11=1(F) 12=-80(F=-42, 13=37) 13=-7(F) 14=-16(F=-11, B=-5) 15=-62(F=-33, B=28)
,%�0 PQV I N V
F� I� .
G E0.
NS'��i
No 68182
O R:\
Joaquln Velez PE Nt.66182
MITek USA; Inc.1 Celt 6634
6904-Parke East Blvd. Tampa FL 33610
safe:
April 30,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5fl92020 BEFORE USE. '
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi 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 ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke last Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753152
2742547
H7P
DIAGONAL HIP GIRDER
2
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:35 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-SkTxGLSYCYDsYJ U BHgnPloOS6rvK7gexAGS7kMzMAfw
1-10-10 5-2-5 6-10-10 9-10-13
' 1-10-10 5-2-5 1-8-5 3-0-3
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.73
TCDL
7.0
Lumber DOL
1.25
BC 0.47
BCLL
0.0
Rep Stress Incr
NO
WB 0.30
BCDL
10.0
Code FBC2020/TPI2014
Matrix -MS
LUMBER -
TOP CHORD
2x4 SP No.1
BOT CHORD
2x4 SP M 31
WEBS
2x4 SP No.3
REACTIONS.
(size) 4=Mechanical, 2=0-8-0, 6=Mechanical
Max Horz 2=278(LC 8)
Max Uplift 4=-141(LC 8), 2=-454(LC 8), 6=-335(LC 8)
Max Grav 4=109(LC 1), 2=515(LC 1), 6=349(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-600/486
BOT CHORD 2-6=-579/564
WEBS 3-6=-609/625
Scale = 1:22.1
3x4 =
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) 0.44 6-9 >270 240 MT20 244/190
Vert(CT) -0.50 6-9 >234 180
Horz(CT) -0.01 6 n/a n/a
Weight: 41 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-7-14 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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) na
4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift at joint 4, 454 lb uplift at
joint 2 and 335 lb uplift at joint 6.
8'/ Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 12 lb up at
1-5-12, 75 lb down and 12 lb up at 1-5-12, 5 lb down and 85 lb up at 4-3-11, 5 lb down and 85 lb up at 4-3-11, and 37 lb down and
159 lb up at 7-1-10, and 37 lb down and 159 lb up at 7-1-10 on top chord, and 11 lb up at 1-5-12, 11 lb up at 1-5-12, 5 lb down at
4-3-11, 5 lb down at 4-3-11, and 29 lb down at 7-1-10, and 29 lb down at 7-1-10 on bottom chard. The design/selection of such
connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-7=-20
Concentrated Loads (lb)
Vert: 12=75(F=-37, 131=37) 14=10(F=5, B=-5) 15=-57(F=-28, B=28)
WIN
��� J •••�C ENS
No 68182
-0
: 9 -S 0 F : �U
�r1.1111,1111
Joaquin Velez PE Nd.68182
MITek'USA, Inc.FLCert,6634
6904:1parke East Blvd. Tampa FL 33610
Date:
April 30,2021
--
® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I19/2020 BEFORE USE. ��'
Design valid for use only with MiTekD connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse 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?PI1 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
2742547
H7V
Diagonal Hip Girder
2
1
T23753153
Job Reference (optional)
o.vsu s tipr zu zuzi mi I eK maustnes, Inc. VVea Apr 26 13:16:37 2021 Page 1
ID:20VQZHln97x9G5M9NmJalQz3Stx-P7ahg1 UpkATaoceZPaptyD6ggfx5biKEeax6pEzMAfu
-1 100-10 5-4-1 9-10-13
1-1-10 5-4-1 4-6-11
Scale = 1:22.6
3x4 =
u'Y''
0-0.'
0-4-1
5-3-14
9-10-13
4-6-11
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.58
Vert(LL) 0.09
6-7 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.64
Vert(CT) -0.12
6-7 >960 180
BCLL 0.0
Rep Stress [nor NO
WB 0.41
Horz(CT) 0.02
5 n/a n/a
BCDL 10.0
Code FBC202OfTP]2014
Matrix -MS
Weight: 41 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-3-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 6-8-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 5=Mechanical, 2=0-8-0
Max Harz 2=336(LC 8)
Max Uplift 4=276(LC 8), 5=142(LC 8), 2=269(LC 8)
Max Grav 4=289(LC 13), 5=377(LC 13), 2=412(LC 1)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1159/502
BOT CHORD 2-7=-727/1151, 6.7=-739/1156
WEBS 3-7=0/252, 3-6=-1137/722
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=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
'
��i1111If )1
- �1tl��
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
,�%%%
,N V
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.,0
`� PQ
G E'N � • �,i
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
.•�
.• �,� SF�•. �.0
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 Ib uplift at joint 4, 142 lb uplift at
N.O. 68182
•�
joint 5 and 269 lb uplift at joint 2.
* �� *.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
=
LOADCASE(S) Standard
S OF ' -41J
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
O'.
Uniform Loads (plf)
Vert:1-2=-54
�i•�'.� R ��%' •���
��t'ss�
Trapezoidal Loads
2a OSFPlf)27, B F =27— 40, B=40 8=0
�
-to-4=-134 , F=10, B=10-to-5=-49 F=-15, B=-15
till
Joaquin .,Velez PE N666182
Mfrek USA, Inc. FL Cert 66A
6904:11parke East Blvd. Tampa FL 33610
fate:
April 30,2021
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 MfTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not •
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse 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/TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety/nfotmation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T23753154
2742547
L01
HIP GIRDER
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Apr 20 2021 MiTek Industries, Inc. Wed Apr 28 13:16:39 2021 Page 1
ID: oHYiRCdpcl quXgUg6?iPJ RzdjtT-LWiR5jV3GnjH1 woyW?sL1 eB7fT9S3dkX5uQDt7zMAfs
-1-4-0 5-1-3 7-0-0 10-0-0 13-0-0 15.0-6 20.0-0 21-4-0
' 1-4-0 ' 5-1-3 1-10-13 3-0-0 3-0-0 2-0-6 4-11-10 1-4-0
Scale = 1:36.9
4x6 =
3x4 = 46 =
M
0
M
I9
3x6 = 3x8 = 3x4 = 3x8 = 3x6 =
7-0-0
13-0-0
20-0-0
7-0-0
6-0-0
7-0-0
Plate Offsets (X,Y)-- [2:0-0-0,0-0-2), [7:0-0-0,0-0-0), [8:Edge,0-0-2)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (too) Vdefl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.82
Vert(LL)
0.39 10-12 >615 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.90
Vert(CT)
0.31 10-12 >771 180
BCLL 0.0
Rep Stress Incr NO
WB 0.36
Horz(CT) -0.11 8 n/a n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix -MS
Weight: 98 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-2-8 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 3-0-9 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 8=0-4-0
Max Horz 2=172(LC 7)
Max Uplift 2=1814(LC 8), 8=-1814(LC 8)
Max Grav 2=1516(LC 1). 8=1516(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2818/3273, 3-4=-2667/3223, 4-5=-2390/2940, 5-6=2390/2940, 6-7=-2667/3223,
7-8=-2818/3273
BOT CHORD 2-12=2772/2472, 10-12=-2815/2520, 8-10=-2772/2472
WEBS 4-12=1119/933, 5-12=-249/277, 5-10=-249/277, 6-1 0=-1 120/934, 3-12=-259/316,
7-10=260/316
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=4ft; Cat.
,w will I I la -
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
�� % ,
, `QV N V
.%% F�
OP.,� �,; ,,, •
to the use of this truss component.�
�. � .• CGENS"`
F•'.�
4) Provide adequate drainage to prevent water ponding.
.' �.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
`This
No
•.:
6) truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
.68182
will fit between the bottom chord and any other members.
* ' * r
77 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1814 lb uplift at joint 2 and 1814 lb uplift
= _�
at joint 8.
=p,', e
'•�
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 384 lb up at
STZ10F (V
7-0-0, 154 lb down and 205 lb up at 9-0-12, and 154 lb down and 205 lb up at 10-11-4, and 173 lb down and 384 lb up at 13-0-0 on
top chord, and 403 lb down and 424 lb up at 7-0-0, 98 lb down and 121 lb up at 9-0-12, and 98 lb down and 121 lb up at 10-11-4,
✓ Z
�: T••. Q �..• ��
and 403 lb down and 424 lb up at 12-11-4 on bottom chord. The design/selection device(s) is the
�i�F •' R � O
of such connection responsibility
of others.
.0
s GN,��
�/s N A; `,
OS)
9) In the LOAD CASEsection, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
Joaquin Velez PE Nd.68182
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
MiTek VMS Inc-FLCef16634
Uniform Loads (plf)
6904:Parke East Blvd. Tampa FL 33610
Vert: 1-4=-54, 4-6=-54, 6-9=-54, 13-16=-20
We:
April 30,2021
Continued on Dacia 2
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPll Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf,MD 20601 Tampa, FL 36610
Job
ss
Truss Type
MY
Ply
Poru
T23753154
2742547
HIP GIRDER
1
1
Job Reference (optional)
t _� �, any, ry, nern i Iiy, rL - 33067, ts.4SU s Apr 2u 2U21 MiTek Industries, Inc. Wed Apr 28 13:16:40 2021 Page 2 i
ID: oHYiRCdpcl quXgUg67iPJRzdjtT-piGgJ3Wh 15r8f4N84iNaad IPsVhc4_gKY9m PZzMAfr
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 4=-126(F) 6=-126(F) 12=-403(F) 10=-403(F) 19=93(F) 20=-93(F) 21=82(F) 22=82(1`)
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5I192020 BEFORE USE. ��•
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, 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 chard members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse 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/TP/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
City
Ply
T23753155
2742547
L02
Hip
1
1
Job Reference (optional)
Builders FirstSource (Plant City, FL), Plant City, FL - 33567,
a
6-3.6
8.430 s Apr 20 2021 MiTek Industries, Inc. Wed
ID:oHYiRCdpcl quXgUg6?iPJRzdjtT-HugC WPXJoOz?G EyKeQup6'
9-0-0 11-0-0 13-8-10 20-0-0
2-8-10 2-0-0 2-8-10 6-3-6
5x6 i
5x6
28 13:16:41 2021
3x8 = 6x8 = 3x4 = 3x8 =
Scale = 1:36.9
I�
9-0-0
11-0-0
20-0-0
9-0-0
2-0-0
9-0-0
Plate Offsets (X,Y)--
[2:0-8-0,0-0-14], [4:0-3-0,0-2-7], [5:0-3-0,0-2-7], [7:0-8-0,0-0-14], [10:0-4-O,Edge]
LOADING (psf)
SPACING- 2-0.0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.92
Vert(LL)
0.61
9-16
>394
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.59
Vert(CT)
0.53
9-16
>452
180
BCLL 0.0
Rep Stress Incr YES
WB 0.48
Horz(CT)
-0.04
7
n/a
n/a
BCDL 10.0
Code FBC2020ITPI2014
Matrix -AS
Weight: 92lb FT=20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied.
4-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-4-0, 7=0-4-0
Max Horz 2=213(LC 11)
Max Uplift 2=-960(LC 12), 7=-960(LC 12)
Max Grav 2=812(LC 1), 7=812(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1183/2881, 3-4=-982/2713, 4-5=-823/2413, 5-6=971/2677, 6-7=1181/2869
BOT CHORD 2-10=2421/1022, 9-1 0=-1 990/823, 7-9=2432/1021
WEBS 3-10=323/672, 4-10=-1164/339, 5-9=-1186/340, 6-9=329/697
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=4ft; Cat
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-4-0 to 2-8-0, Exterior(2E) 2-8-0 to 21-4-0 zone; porch left
,,,��►1111/���,
lee
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
WIN V
F�
•'G'E
to the use of this truss component.
drainage
��� • N
`SF••• �i
4) Provide adequate to prevent water ponding.
�� •'�'�r\
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
'
N o '681:82
•.
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.
* .� *. '_
=
YI Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 960 lb uplift at joint 2 and 960 lb uplift at
joint 7.
=p
8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
9 : S T OF (V
sheetrock be applied directly to the bottom chord.
�OT••,� P �`
,••N
�iiC� ...
N A� %�-
�11,1 LI;U�
Joaquin Velez PE N6.68182
Mfiek'USA; Inc. FL Cert 6634
,6904-Parke East Blvd. Tampa FL 33610
D"ate:
April 30,2021
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. ��'
Design valid for use only with MiTek®connedors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse 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
Symbols
PLATE LOCATION AND ORIENTATION
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.
-
-I-
For 4 x 2 orientation, locate
plates 0- 'lid' 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/TPI1: 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
Connected Wood Trusses.
0
of
O
2
U
IL
O
I-
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
2 3
TOP CHORDS
8 7 6 5
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
ICC-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
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 orX-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 pudins 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.