HomeMy WebLinkAboutApproved Shop Drawings- Bldg BOOKS
CONSTRUCTION
2211 South Kanner Highway
Stuart FL 34994
772-419-8828
License: CGC 061217
To: n2 architecture + design
2081 SE Ocean Blvd.
Suite 1A
Stuart FL 34996
Return packaged required no later than:
Transmittal
Submittal: 03000-008 Truss Revision 2
Submittal Date: 04/16/2021
Project: 914
Baron Island Storage
9563 S. Ocean Drive
Jensen Beach FL 34957
04/23/2021
Submitted By: Jodi Peterson
Attached please find the submittals for: 03000-008 Truss Revision 2
SHOP DRAWING/SUBMITTAL EV I EW
x REVIEWED
REVIEWED WITH CHANGES NOTED
REVISE .AND RESUBMIT REJECTED
This review is for general conformance with Galan and specifications
only. Approvals are subject to subcontractors performance within the
confines of the contract documents. Review of dimensions will not serve
to relieve the subcontractor of contractual responsibility for any
deviation from the contract requirements.
By: Nick Nobili/ Project Manager Date: April 16, 2021
Hooks Construction
11 S. Danner Highway Stuart FL 34994
STRUCTURAL SUBMITTAL EVALUATION
4'NO EXCEPTIONS NOTED........... REVIEWED. NO CORRECTIONS NOTED.
❑ EXCEPTIONS AS NOTED..
❑ REVISE AND RESUBMIT....
CONTRACTOR APPROVAL
❑ PE SEAL AND SIGNATURE
IF NO REVIEW ----..------------- - - ---
MAKE CORRECTIONS AS NOTED. NO
RESUBMITTAL REQUIRED.
MAKE CORRECTIONS AS NOTED & RESUBMIT
DOCUMENTS FOR REVIEW,
SUBMITTAL SHALL BE REVIEWED AND STAMPED
AS APPROVED BY THE CONTRACTOR.
SIGN AND SEAL ENGINEERING SUI3M1TTAL AS
REQUIRED BY CONTRACT DOCUMENTS
SUBMITTAL RETURNED WITHOUT BRS REVIEW
sut)minais are only reysewea Tor general conrormance with the aesign intent of the :itructurai
Construction Documents. For delegated ! specialty engineenng submittals„ no detailed check of
calculations is made- BRS does not warrant or represent that the information contained in
submittals is either accurate or complete. The General Contractor / Construction Manager is
solely responsible for confirming all quantities, dimensions, details, means and methods of
construction, coordinating work with other trades, and for assuring that work is performed in a
safe and satisfactory manner. Notes on submittals do not constitute a change order or directive.
and do not relieve the General Contractor 1 Construction Manager from the obligation to compk;
with the Construction Documents, or any other applicable codes and)or regulations, all of wl- ch
have priority over this submittal.
BOB RUDE STRUCTURES, INC., FT. LAYERS, FL. (239) 277-7771
05-10-21 GBR
DATE: RE`lIE'ra�'ELl BY.
Disposition of submittal revised 5/10/21 based on receipt under separate
coverof signed and sealed truss layout sheets containing truss -to -truss
connections as requested.
WARNING* ALL BEARING POINTS
THIS IS A PLACEMENT PLAN FOR ENGINEERED
BRACING:
SEE FINAL ENGINEERING SHEETS FOR THE
BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
MUST BE INSTALLED PRIOR TO
COMPONENTS AS DEFINED BY WTCA 1 - 1995.
1) FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS
DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
INSTALLING ANY TRUSSES! FAILURE TO
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
UNLESS OTHERWISE NOTED. INSTALL HANGERS
DO SO MAY RESULT IN DAMAGED TRUSSES AND WILL
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ACCORDING TO THE CURRENT SIMPSON STRONG -TIE
ALL WARRANTIES.
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
OR USP CATALOG
rOID
I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
ENGINEERING TRUSS DRAWINGS.
Z
Z
Z
ZE
2
2
2
2
2
2
0 2
0
2
2
2
2
2
2
ZE
2
2
2
Indicates Lef t End Of Truss
On Layout & Engineer�nq Sheets
HARDWARE:
=HU526 HANGERS (QTY. 2)
=HJC26 HANGERS (QTY. 5)
=THD26-2 HANGERS (QTY. 1)
TRUSS PLACEMENT PLAN
12
5r,
511
611
2 13 " 8"
4-0
In
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
ECT
O
T-1
EAST COAST TRUSS
O
5285 ST. LUCI]E BLVD. FF. PI]ERCL, FL 34946
OFFICE: (772) 466-2480 ]FAX: (772)466-5336
10-
CUSTOMER: Benchmark III Corporation
JOB NAME: Baron Island Storage
ADDRESS:9500 South Ocean Dr.
CITY/COUNTY:Jensen Beach/Martin
JOB # J40921
JOB #
MODEL:Building B
SQ FT 3178 ft2
DATE 01/04/21 LATEST=04/01/21
61G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designed in accordance with the
Florida Building Code
NOTE:
n
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
i
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
I
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
J
labor required due to errors other than those of EAST
Q
COAST TRUSS.
Z
Signed: Date:
LL
N
CODE = FBC 2020/TP12014 ASCE 7-16 w
DESIGN CRITERIA = C&C
OCCUPANCY CATEGORY= II
EXPOSURE = D Q
MWF SPEED =165
BUILDING TYPE =ENCLOSED U)
MEAN HEIGHT: 17.00 ft
bil
GRAVITY LOADS (n
W
J
Z
ROOF: DUR FACTOR= 1.25
U)
PSF=TCLL-TCDL-BCLL-BCDL
w
20.0,12.0,0.0,8.0
U)
LOADS PER FBC & FRC
*NON
U)
-CONCURRENT BC LL 10psf
D
CONCURRENT BC STORAGE LL 30 psf
I1J
Cl)
DEFINITIONS
MWF = MAIN WIND FORCE
Q
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
W
TC = TOP CHORD
BC = BOTTOM CHORD
U)
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# =POUNDS
O
UPLIFT MUST BY-PASS FLOOR TRUSSES
z
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
O
ALL GIRDER/COLUMN LOADS MUST
0
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
?X6 STRONG BACK BRACING, 10'-0" O.C., IS >—
RECOMMENDED ON FLOOR TRUSSES ^
SPANNING 20'-0" OR MORE L1
AUTION: SPANS GREATER THAN 30'-0" O
IUST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
O J
/3 IN LENGTH AS THE SPAN OF THE TRUSS a
EING SET. /
EFER TO BCI-B1 FOR COMPLETE O
RECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
1. 3-22-2021 Revise Loading SB 'V—
2. 4-1-2021 Revise Dbl. Truss To Single Truss 4—
Over Unit Separation Wall SB O
3-
4-
5-
6-
(1/4" if plotted 24x36) . Designed By: SB
5 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: J40921 - Baron Island Storage MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
T�Sppa,�L 33610-4115
Customer Info: Benchmark III Corp Project Name: Baron Island Storage Model: Bui aI g
Lot/Block: - Subdivision: -
Address: 9500 South Ocean Dr., -
City: Jensen Beach State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: 165 mph
Roof Load: 40.0 psf Floor Load: N/A psf
This package includes 29 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1
T23417167
A01
4/2/21
2
T23417168
A03GE
4/2/21
3
T23417169
A04
4/2/21
4
T23417170
A05
4/2/21
5
T23417171
A06
4/2/21
6
T23417172
A07GE
4/2/21
7
T23417173
A08
4/2/21
8
T23417174
A09
4/2/21
9
T23417175
A10G
4/2/21
10
T23417176
All
4/2/21
11
T23417177
Al2G
4/2/21
12
T23417178
A13
4/2/21
13
T23417179
A14
4/2/21
14
T23417180
A15GE
4/2/21
15
T23417181
A16
4/2/21
16
T23417182
A17G
4/2/21
17
T23417183
A18
4/2/21
18
T23417184
MV2
4/2/21
19
T23417185
MV4
4/2/21
20
T23417186
ZCJ 1
4/2/21
21
T23417187
ZCJ3
4/2/21
22
T23417188
ZCJ5
4/2/21
No. Seal# Truss Name Date
23
T23417189
ZEJ6
4/2/21
24
T23417190
ZEJ6A
4/2/21
25
T23417191
ZEJ6G
4/2/21
26
T23417192
ZEJ7
4/2/21
27
T23417193
ZEJ7A
4/2/21
28
T23417194
ZHJ6
4/2/21
29
T23417195
ZHJ7
4/2/21
The truss drawing(s) referenced above have been prepared by MiTek USA, Inc.
under my direct supervision based on the parameters
provided by East Coast Truss.
Truss Design Engineer's Name: Lee, Julius
My license renewal date for the state of Florida is February 28, 2023.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
S1
GEN
34
yt
53 STATE OF :44/�
T
���Ss�4NALE %
111111/
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
Lee, Julius 1 of 1
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417167
J40921
A01
COMMON
9
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:34 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-18uindCQOQK_lvK1QoJZmk7XgfWsZFAllzD4r6zVAj7
5-8-2 11120-12 16-1-5 20-2-13 24-4-5 29-6-14 34-9-8 40-5-111
5-8-2 --9 5-2-9 4-1-8 5-2-9 5-2-9 5-8-2
5x5 =
5.00 12
it io 15 co a 14 iu is
3x4 =
3x6 =
5x6 WB = 3x8 =
3x8 = 5x6 WB = 3x4 =
Scale = 1:68.4
11 Ic;
6
3x6 =
0- 13 8-4-1 16-1-5 24-4-5 32-1-9 40-2-13 40- 10
0- -13 8-1 4 7-9-4 8-3-0 7-9-4 8-1-4 0- -13
Plate Offsets (X,Y)-- [3:0-3-0,Edge], [9:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 12.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 8.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 11=0-8-0
Max Horz 1=26(LC 5)
Max Uplift 1=-1131(LC 4), 11=-1131(LC 5)
Max Grav 1=2301(LC 9), 11=2301(LC 9)
CSI.
DEFL.
in (loc) I/defl
L/d
PLATES GRIP
TC 0.65
Vert(LL)
-0.38 14-15 >999
360
MT20 244/190
BC 0.80
Vert(CT)
-0.66 14-15 >736
240
WB 0.84
Horz(CT)
0.16 11 n/a
n/a
Matrix -MS
Weight: 220 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins.
BOT CHORD 4-0-0 oc bracing.
WEBS
1 Row at midpt
6-14,
6-15
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5040/2478, 2-4=-4734/2328, 4-5=-3764/1950, 5-6=-3811/2117, 6-7=-3811/2117,
7-8=-3764/1950, 8-10=-4734/2328, 10-11=-5040/2478
BOT CHORD 1-17=-2148/4569, 15-17=-1775/3940, 14-15=-1041/2642, 12-14=-1756/3940,
11-12=-2162/4569
WEBS 6-14=-783/1440, 7-14=-405/427, 8-14=-901/551, 8-12=-214/600, 10-12=-451/401,
6-15=-783/1440, 5-15=-405/427, 4-15=-901/551, 4-17=-214/600, 2-17=-451/401
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 20-2-13, Exterior(2R) 20-2-13 to 24-4-5, Interior(1) 24-4-5 to 40-6-1;
cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Plates checked for a plus or minus 0 degree rotation about its center.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 8.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1131 lb uplift at joint 1 and 1131 lb uplift
at joint 11.
♦♦♦♦♦���LIUS' �F���i��i
DENS. �.
No 34869
� r �
•.<0R�OP����•
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417168
J40921
A03GE
GABLE
3
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:37 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-SjZrPeFIJLiZuN2c5xtGOM124tYZmcwURxSkSRzVAj4
5-8-2 11-2-910-12 16-1-5 20-2-13 24-4-5 29-6-14 34-9-8 40-5-111
5-8-2 5 5-2-9 4-1-8 4-1-8 5-2-9 5-2-9 5-8-2
3x6 =
5x5 =
5.00 12
17 1O 15 00 o% 14 1J 12
3x4 = 5x6 WB = 3x8 =
3x8 = 5x6 WB = 3x4 =
3x4
Scale = 1:68.4
11 Ic;
6
3x6 =
0- 13 8-4-1 16-1-5 24-4-5 32-1-9 40-2-13 40- 10
0- -13 8-1 4 7-9-4 8-3-0 7-9-4 8-1-4 0- -13
Plate Offsets (X,Y)-- [3:0-2-10,Edge], [4:0-1-12,0-0-11], [6:0-2-0,0-0-4], [8:0-3-0,0-0-9], [9:0-2-10,Edge], [12:0-1-8,0-1-8], [17:0-1-12,0-0-2]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 12.0 Lumber DOL 1.25
BCLL 0.0 * Rep Stress Incr YES
BCDL 8.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3 *Except*
16-16,13-13: 2x4 SP No.2
REACTIONS. (size) 1=0-8-0, 11=0-8-0
Max Horz 1=26(LC 5)
Max Uplift 1=-1131(LC 4), 11=-1131(LC 5)
Max Grav 1=2301(LC 9), 11=2301(LC 9)
CS].
DEFL.
in (loc) I/defl
L/d
PLATES GRIP
TC 0.65
Vert(LL)
-0.38 14-15 >999
360
MT20 2441190
BC 0.80
Vert(CT)
-0.66 14-15 >736
240
WB 0.84
Horz(CT)
0.16 11 n/a
n/a
Matrix -MS
Weight: 379 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-3-1 oc purlins.
BOT CHORD 4-0-0 oc bracing.
WEBS
1 Row at midpt
6-14,
6-15
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5040/2478, 2-4=-4734/2328, 4-5=-3764/1950, 5-6=-3811/2117, 6-7=-3811/2117,
7-8=-3764/1950, 8-10=-4734/2328, 10-11=-5040/2478
BOT CHORD 1-17=-2148/4569, 15-17=-1775/3940, 14-15=-1041/2642, 12-14=-1756/3940,
11-12=-2162/4569
WEBS 6-14=-783/1440, 7-14=-405/427, 8-14=-901/551, 8-12=-214/600, 10-12=-451/401,
6-15=-783/1440, 5-15=-405/427, 4-15=-901/551, 4-17=-214/600, 2-17=-451/401
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 20-2-13, Exterior(2R) 20-2-13 to 24-4-5, Interior(1) 24-4-5 to 40-6-1
cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) All plates are 2x4 MT20 unless otherwise indicated.
6) Plates checked for a plus or minus 0 degree rotation about its center.
7) Gable studs spaced at 1-4-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 8.Opsf.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1131 lb uplift at joint 1 and 1131 lb
uplift at joint 11.
U S'
34869
OR k
i
.'J, 14 N A� � �`%�
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417169
J40921
A04
Hip
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:38 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-wv7Dc_Fx4fgPWWdofeOVwalBgHrkV95dgbBl_tzVAj3
6-4-6 12-3-4 18-2-1 22-3-9 28-2-6 34-1-4 40-5-10
6 4-6 5-10-13 5-10-13 4-1-8 5-10-13 5-10-13 6-4-6
5x5 =
5x8 =
w co ro 14 13 iZ Zo II
3x4 = 4x8 M18SHS =
3x6 =
3x8 =
3x4 = 4x8 M18SHS = 3x4 =
Scale = 1:70.0
10 I
O
3x6 =
0- 13
9-3-13 18-2-1
22-3-9
31-1-13
40-2-13
40- 10
0- -13
9-1-0 8-10-4
4-1-8
8-10-4
9-1-0
0- -13
Plate Offsets (X,Y)--
[3:0-3-0,Edge], [6:0-5-12,0-2-8], [8:0-3-0,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 0.78
Vert(LL)
-0.39 11-13 >999
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.93
Vert(CT)
-0.69 11-13 >704
240
M18SHS
244/190
BCLL 0.0
Rep Stress Incr YES
WB 0.46
Horz(CT)
0.17 10 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 211 lb
FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.1 BOT CHORD
WEBS 2x4 SP No.3 WEBS
REACTIONS. (size) 1=0-8-0, 10=0-8-0
Max Horz 1=12(LC 5)
Max Uplift 1=-1136(LC 4), 10=-1136(LC 5)
Max Grav 1=2305(LC 9), 10=2305(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5009/2463, 2-4=-4661/2297, 4-5=-3440/1853, 5-6=-3157/1800, 6-7=-3439/1852,
7-9=-4662/2297,9-10=-5010/2463
BOT CHORD 1-16=-2151/4535, 14-16=-1735/3768, 13-14=-1206/2950, 11-13=-1723/3768,
10-11=-2139/4535
WEBS 2-16=-520/453, 4-16=-244/766, 4-14=-1100/692, 5-14=-405/923, 6-13=-396/922,
7-13=-1103/693, 7-11=-244/767, 9-11=-519/453
Structural wood sheathing directly applied or 2-2-0 oc purlins.
4-0-0 oc bracing.
1 Row at midpt 4-14, 6-14, 7-13
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 18-2-1, Exterior(2E) 18-2-1 to 22-3-9, Exterior(2R) 22-3-9 to 28-2-6,
Interior(1) 28-2-6 to 40-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) Plates checked for a plus or minus 0 degree rotation about its center.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 8.Opsf.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1136 lb uplift at joint 1 and 1136 lb uplift
at joint 10.
%OLIU S'
♦ GENS• �.
_♦ 348644/
i
i
if
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417170
J40921
A05
Hip
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:39 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-05hbgKGZgzyG7gC_CMvkTngNkgDXEVKnvFxrXKzVAj2
10-11-4 16-2-1 20-2-13 2% -9 29-6-6 34-9-4 40-5-111
5-8-6 5-2-13 5-2-13 4-0-12 4-0-12 5-2-13 5-2-13 5-8-6
Scale = 1:70.0
5x5 = 5x5 =
3x4 =
5 26 6 27 7
I 10 15 au S1 14 13 IL
3x4 =
3x6 =
5x6 WB = 3x8 =
3x8 = 5x6 WB = 3x4 =
11 IM
6
3x6 =
0- 13 8-3-13 16-2-1 24-3-9 32-1-13 40-2-13 40- 10
0- -13 8-1-0 7-10-4 8-1-8 7-10-4 8-1-0 0- -13
Plate Offsets (X,Y)-- [3:0-3-0,Edge], [9:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 12.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 8.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 11=0-8-0
Max Horz 1=11(LC 5)
Max Uplift 1=-1144(LC 4), 11=-1144(LC 5)
Max Grav 1=2293(LC 9), 11=2293(LC 9)
CSI.
DEFL.
in (loc) I/deft
L/d
PLATES GRIP
TC 0.71
Vert(LL)
-0.34 14-15 >999
360
MT20 244/190
BC 0.83
Vert(CT)
-0.60 14-15 >814
240
WB 0.91
Horz(CT)
0.17 11 n/a
n/a
Matrix -MS
Weight: 215 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-15 oc purlins.
BOT CHORD 4-0-0 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5021/2508, 2-4=-4720/2368, 4-5=-3708/1980, 5-6=-3413/1910, 6-7=-3413/1910,
7-8=-3708/1980, 8-10=-4720/2368, 10-11=-5021/2508
BOT CHORD 1-17=-2204/4551, 15-17=-1849/3917, 14-15=-1461/3326, 12-14=-1838/3917,
11-12=-2194/4551
WEBS 2-17=-446/398, 4-17=-213/614, 4-15=-938/622, 5-15=-470/1059, 6-15=-314/195,
6-14=-314/195, 7-14=-470/1059, 8-14=-938/622, 8-12=-213/614, 10-12=-446/398
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 16-2-1, Exterior(2R) 16-2-1 to 21-10-13, Interior(1) 21-10-13 to
24-3-9, Exterior(2R) 24-3-9 to 30-0-5, Interior(1) 30-0-5 to 40-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) Plates checked for a plus or minus 0 degree rotation about its center.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 8.Opsf.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1144 lb uplift at joint 1 and 1144 lb uplift
at joint 11.
-.�1111
oLIU S'
DENS*
34869
i
i
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417171
J40921
A06
Hip
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:39 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-05hbgKGZgzyG7gC_CMvkTngL8gC6EelnvFxrXKzVAj2
7-3-13 14-2-1 20-2-13 2%3-9 33-1-13 40-5-10
7-3-13 6-10 4 6-0-12 6-0-12 6-10-4 7-3-13
M
M
O
5x8 = 2x4 11 5x8 =
3 4 21 22 5
12 11 10 9 8
3x6 — 2x4 11 5x6 = 3x8 = 5x6 = 2x4 11
Scale = 1:68.8
3x6 =
V
1c;
O
0- 13 7-3-13 I4 2-1
20-2-13
2%3-9
33-1-13 40-2-13
40- 10
0- -13 7-1-0 6-10 4
6-0-12
6-0-12
6-10 4 7-1-0
0- -13
Plate Offsets (X,Y)-- [3:0-5-12,0-2-81, [5:0-5-12,0-2-81, [9:0-1-12,0-3-41, [11:0-1-12,0-3-41
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 0.87
Vert(LL) 0.32
10 >999 360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.86
Vert(CT) -0.47
9-10 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.37
Horz(CT) 0.17
7 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 204 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1 *Except*
TOP CHORD
Structural wood sheathing directly applied.
3-5: 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
BOT CHORD 2x4 SP No.1 *Except*
WEBS
1 Row at midpt 2-11, 6-9
9-11: 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Horz 1=11(LC 5)
Max Uplift 1=-1143(LC 4), 7=-1143(LC 5)
Max Grav 1=1965(LC 9), 7=1965(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-4262/2454, 2-3=-3446/2072, 3-4=-3437/2176, 4-5=-3437/2176, 5-6=-3446/2072,
6-7=-4262/2454
BOT CHORD 1-12=-2148/3833, 11-12=-2148/3833, 10-11=-1541/2963, 9-10=-1530/2963,
8-9=-2137/3833, 7-8=-2137/3833
WEBS 2-11=-944/664, 3-11=-227/514, 3-10=-274/519, 4-10=-530/428, 5-10=-274/519,
5-9=-227/514, 6-9=-944/664
NOTES-
`,�� ,0`IU S•
1) Unbalanced roof live loads have been considered for this design.
��, G E N ��0
S'•,�
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
�� ,••�,�
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 14-2-1, Exterior(2R) 14-2-1 to 19-10-13, Interior(1) 19-10-13 to
i
26-3-9, Exterior(2R) 26-3-9 to 32-0-5, Interior(1) 32-0-5 to 40-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
34869
* ; •;
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.
-9 ;
4) Provide adequate drainage to prevent water ponding.
-�3 44/
5) Plates checked for a plus or minus 0 degree rotation about its center.lo
6) This truss has been designed for 10.0 bottom live load live loads.
a psf chord nonconcurrent with any other
Q ,.
��j
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide
: 0 R
�I
will fit between the bottom chord and any other members.
• • • •' ��
8) Provide connection (by others) of truss to bearing plate capable of withstanding 1143 lb uplift at joint 1 and 1143 lb uplift
�,, �0 N A` E�`�
at joint jmechanical
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417172
J40921
A07GE
GABLE
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:42 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-ogNkSMIR7uKr_8xzuUTR5QSvruFnRvWDbD9V7fzVAj?
6-3-13 12-2-1 17-6-9 22-11-1 1 28-3-9 34-1-13 40-5-10
6-3-13 5-10 4 5-4-8 5-4-8 5 4-8 5-10-4 6-3-13
Scale = 1:68.8
3x4 6x8 =
5x5 = 3x4 = 4x6 =
5x5 =
5.00 Flu 3 483 5 6 84 7
3x6 =
17 16 .1 14 13 " 11 10
5x6 WB = 3x4 = 3x8 =
3x8 =
5x6 WB =
9 V
I,y
6
3x6 =
0- 13 6-3-13 12-2-1
20-2-13
2%3-9
34-1-13 40-2-13
40- 10
0- -13 6-1-0 5-10-4
8-0-12
8-0-12
5-10-4 6-1-0
0- -13
Plate Offsets (X,Y)-- [4:0-0-15,0-1-8], [5:0-3-0,Edge], [6:0-4-0,0-1-12], [14:0-2-0,0-0-41, [34:0-1-13,0-1-0], [37:0-1ALO-1-0], [64:0-1-13,0-1-01,
[67:0-1 -13,0-1 -01
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL. in
(loc) I/defl L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.65
Vert(LL) 0.40
14 >999 360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.80
Vert(CT) -0.62
14-16 >789 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.75
Horz(CT) 0.20
9 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -AS
Weight: 334 lb
FT = 0%
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
OTHERS 2x4 SP No.3 *Except*
15-15,12-12: 2x4 SP No.2
REACTIONS. (size) 1=0-8-0, 9=0-8-0
Max Horz 1=11(LC 5)
Max Uplift 1=-1143(LC 4), 9=-1143(LC 5)
Max Grav 1=1965(LC 9), 9=1965(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-4304/2477, 2-3=-3643/2159, 3-4=-3360/2088, 4-6=-3892/2365, 6-7=-3356/2092,
7-8=-3638/2162, 8-9=-4306/2476
BOT CHORD 1-17=-2184/3880, 16-17=-2184/3880, 14-16=-1984/3723, 13-14=-1989/3734,
11-13=-1989/3734, 10-11=-2171/3881, 9-10=-2171/3881
WEBS 2-16=-751/558, 3-16=-469/937, 4-16=-705/451, 6-11=-724/436, 7-11=-469/935,
8-11=-757/553
TES-
C�� ,,4.
,�
1) Unbalanced roof live loads have been considered for this design.
��,`,,
G E N
S�C`••,�
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
�� ,••�,� �j
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 12-2-1, Exterior(2R) 12-2-1 to 17-10-13, Interior(1) 17-10-13 to
i
28-3-9, Exterior(2R) 28-3-9 to 34-1-13, Interior(1) 34-1-13 to 40-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip
No 34869
•;
DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
'
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
i
to the use of this truss component.
i ' (v
••,
5) Provide adequate drainage to prevent water ponding.
.� �`� Q' ,�
6) All plates are 2x4 MT20 unless otherwise indicated.
O \�,4:1
• • • R
7) Plates checked for a plus or minus 0 degree rotation about its center.
le 1-4-0
s • •' • •" G ``� ��
If
��aced
A;
at oc.�,IjI1111
studs pbeen
9) This truss has designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
,;,,,��,
10) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Julius Lee PE No.34869
will fit between the bottom chord and any other members.
MiTek USA, Inc. FL Cert 6634
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1143 lb uplift at joint 1 and 1143 lb
6904 Parke East Blvd. Tampa FL 33610
uplift at joint 9.
Date:
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
April 2,2021
sheetrock be applied directly to the bottom chord.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417173
J40921
A08
Hip
2
1
Job Reference (optional)
Last coast I russ, rt. varce, rL - 34`d4t7,
5-3-13 10-2-1 16-11-2
5-3-13 4-10-4 6-9-1
5x8 =
5.00 12 3
M
7
0
?J.4su s Mar zz zuz'I NII I eK mausines, Inc. I nU Apr 1 up:w:4z zuz"I rage i
ID:lg7OUf 28U8eWY8ncKNVK7y619f-ogNkSMIR7uKr 8xZuUTR5QSwluDcRubDbD9V7fzVAj?
23-6-8 30-3-9 35-1-13 40-5-10
6-7-5 6-9-1 4-10-4 5-3-13
Scale = 1:68.8
3x4 =
2x4 4x6 = 5x8 =
26 4 5 6 27 7
3x4
3x4
2 2
8 28
24
29
1
17
3x6
2x4
16 15 14
3x4 = 4x6 = 3x8 =
13 12 11
3x4 = 4x6 = 3x4 =
U
9 ,,.,
IT
0
10
2x4 11 3x6 =
M
v
0- 13 5-3-13 10-2-1 16-11-2 23-6-8 30-3-9
35-1-13 40-2-13 40- 10
0- -13 5-1-0 4-10-4 6-9-1 6-7-5 6-9-1
4-10 4 5-1-0 0- -13
Plate Offsets (X,Y)-- [3:0-5-12,0-2-8), [5:0-3-0,Edge], [7:0-5-12,0-2-81
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 0.62
Vert(LL) 0.42 13-14 >999 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.93
Vert(CT) -0.62 13-14 >785 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.81
Horz(CT) 0.18 9 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 203 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins.
3-5,5-7: 2x4 SP M 31 BOT CHORD 4-0-0 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 9=0-8-0
Max Horz 1=11(LC 5)
Max Uplift 1=-1142(LC 4), 9=-1142(LC 5)
Max Grav 1=1965(LC 9), 9=1965(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-4345/2490, 2-3=-3852/2261, 3-4=-4583/2732, 4-6=-4583/2732, 6-7=-4583/2732,
7-8=-3852/2261,8-9=-4345/2490
BOT CHORD 1-17=-2208/3928, 16-17=-2208/3928, 14-16=-1809/3431, 13-14=-2394/4469,
11-13=-1812/3431, 10-11=-2197/3928, 9-10=-2197/3928
WEBS 2-16=-561/445, 3-16=-144/359, 3-14=-692/1235, 4-14=-567/463, 6-13=-567/442,
7-13=-693/1235, 7-11=-143/359, 8-11=-561/446
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
��` •• G E•N
`S�G`�•,• ��
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 10-2-1, Exterior(2R) 10-2-1 to 15-10-13, Interior(1) 15-10-13 to
�� ,•��,�
30-3-9, Exterior(2R) 30-3-9 to 36-0-5, Interior(1) 36-0-5 to 40-6-1; cantilever left and right exposed ;Lumber DOL=1.60 plate grip
i
DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
• 34869
* •;
to the use of this truss component.
* =
4) Provide adequate drainage to prevent water ponding.
-9
5) Plates checked for a plus or minus 0 degree rotation about its center.
JN
•�44/
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for liveload 20.Opsf the bottom in 3-6-0 tall by 2-0-0
' Q �
;e,\
a of on chord all areas where a rectangle wide
�.
P��,%will
fit between the bottom chord and an other members.8)Providat
R `O
gmechanical connection (by others) of truss to bearing plate capable of withstanding 1142 Ib uplift at joint 1 and 1142 Ib uplift,�11
NA �-
1111111111I
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417174
J40921
A09
Hip
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
4-3-13 8-2-1 14-3-5
20-2-13
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:43 2021 Page 1
ID:Ig7OUf 28U8eWY8ncKNVK7y619f-Gtx6fiJ3uBSicIWIRB_gdd?OUIfmAKdMgtv3g5zVAj_
26-2-5 32-3-9 36-1-13 40-5-10
4-3-13 _1 _4 6-1-4
5-11-8
5-11-8 6-1 4 3-10-4 4-3-13
Scale = 1:68.8
5.00 12 5x8 =
3x4 =
2x4 11
4x6 = 3x4 = 5x8 =
3
425
5
6 726 8
2x4
2x4
2
9 ro
24
27CP
M 1
M
10 c�
0
IM
0
17
16 15
14
13 12 11
3x6 = 3x4
4x8 M18SHS =
3x8 =
3x4 = 3x4 = 3x6 =
3x4 —
4x8 M18SHS —
0- 13 8-2-1 14-3-5
20-2-13
26-2-5
32-3-9
40-2-13
40- 10
0- -13 7-11-4 6-1-4
5-11-8
5-11-8
6-1-4
7-11-4
0- -13
Plate Offsets (X,Y)-- [3:0-5-12,0-2-81, [6:0-3-0,Edgej, [8:0-5-12,0-2-81
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL. in
(loc) I/deft
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.91
Vert(LL) 0.55
14 >883
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC
0.56
Vert(CT) -0.80
14 >606
240
M18SHS
244/190
BCLL 0.0
Rep Stress Incr YES
WB
0.89
Horz(CT) 0.16
10 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 199 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing
directly applied.
3-6,6-8: 2x4 SP No.1
BOT CHORD
4-0-0 oc bracing.
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 10=0-8-0
Max Horz 1=10(LC 5)
Max Uplift 1=-1143(LC 4), 10=-1143(LC 5)
Max Grav 1=1965(LC 9), 10=1965(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-4379/2559, 2-3=-4053/2344, 3-4=-5282/3085, 4-5=-5749/3283, 5-7=-5749/3283,
7-8=-5282/3085, 8-9=-4053/2344, 9-10=-4379/2559
BOT CHORD 1-17=-2266/3968, 16-17=-1934/3647, 14-16=-2798/5189, 12-14=-2808/5189,
11-12=-1944/3647, 10-11=-2256/3968
WEBS 2-17=-362/387, 3-17=-78/311, 3-16=-997/1782, 4-16=-799/550, 4-14=-294/543,
5-14=-460/329, 7-14=-294/543, 7-12=-799/550, 8-12=-997/1782, 8-11 =-78/31 1,
9-11=-362/387
NOTES-
,,,`II1111111// ,
C�� ,,4.
,�
Unbalancedroof live loads have been considered for this design.
��,`,, ..
G E N
S4�••,�
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
�� ,••�,�
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-1-8, Interior(1) 4-1-8 to 8-2-1, Exterior(2R) 8-2-1 to 13-10-13, Interior(1) 13-10-13 to 32-3-9,
.0Exterior(2R)
32-3-9 to 38-0-5, Interior(1) 38-0-5 to 40-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
No 34869
•;
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
'
5) All plates are MT20 plates unless otherwise indicated.
i
6) Plates checked for a plus or minus 0 degree rotation about its center.
i ' (v
••,
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
.� �� Q' ,�
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide
O \�,��
• • • R
will fit between the bottom chord and any other members.
9) Providetruss to bearing 1143 lb 1 1143 lb
s • •' • •" G `� ��
��5�
mechanical connection (by others) of plate capable of withstanding uplift at joint and uplift
at 10
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417175
J40921
A10G
Hip Girder
1
Job Reference (optional)
Last coast I russ, rt. v erce, rL - i4bl4t7, if.43U s Mar zz zuz'I NII I eK mausines, Inc. I nU Apr 1 US:w:o3 zuz'I rage i
ID:lg7OUf 28U8eWY8ncKNVK7y619f-_oXum7RLXGjHpgHg1190lkQiBK2uVsRg7RKa?WzVAiq
3-3-6 6-1-3 10-10114 15-6-14 20-2-13 24-10-13 29--12 34-4-8 37-2-4 i 40--10
2-9-13 4-9-2 4-7-15 4-8-0 4-86-02-9-13 5
Special
6x10 M18SHS = Special Special Special 2x4 11 Special Special Special Special Special
5.00 12 4x4 = 4x4 = 5x8 M18SHS = 4x4 = 4x4 =
Special Special Special Special
3x4 3 32 33 4 34 35 36 5 37 38 6 7 398 40 41 9 42 43 44
Scale = 1:68.2
6x10 M18SHS =
10 3x4
r-
12 4A w
I
0
23 22 47 48 21 49 20 1950 51 18 52 5317 16 54 15 55 56 14 13
4x8 = 2x4 11 4x4 = Special 4x6 = 4x8 M18SHS = Special 4x8 Special 4x4 = Special 4x6 = Special 4x4 = 2x4 11 4x8 =
HJC26 Special Special Special4x4 = Special 4x8 M18SHS = Special HJC26
Special Special Special
0- 13 3-3-6 6-1-3 10-10-14 15-6-14
20-2-13
24-10-13
29-6-12
34-4-8 37-2-4
40-2-13 40- 10
0- -13 3-0-9 2-9-13 4-9-12 4-7-15
4-8-0
4-8-0
4-8-0
4-9-12
2-9-13
3-0-9 0- .13
Plate Offsets (X,Y)-- [3:0-2-12,0-3-8], [10:0-2-12,0-3-8]
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL. in
(loc) I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.96
Vert(LL) 1.26
18 >386
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC
0.63
Vert(CT) -0.99
18 >490
240
M18SHS
244/190
BCLL 0.0 *
Rep Stress Incr NO
WB
0.80
Horz(CT) -0.20
12 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 514 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied or 3-8-10
oc purlins.
3-7,7-10: 2x6 SP DSS
BOT CHORD
4-0-0 oc bracing.
BOT CHORD 2x6 SP DSS
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 12=0-8-0
Max Horz 1=12(LC 16)
Max Uplift 1=-3932(LC 4), 12=-3930(LC 5)
Max Grav 1=4288(LC 19), 12=4286(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-10058/9312, 2-3=-10436/9795, 3-4=-14370/13516, 4-5=-17003/15927,
5-6=-17848/16691, 6-8=-17848/16691, 8-9=-16993/15909, 9-10=-14364/13506,
10-11=-10432/9788, 11-12=-10054/9306
BOT CHORD 1-23=-8494/9219, 22-23=-8494/9219, 21-22=-8944/9655, 19-21 =-1 3290/14297,
18-19=-15709/16936, 17-18=-15703/16926, 15-17=-13291/14290, 14-15=-8950/9651,
13-14=-8489/9216, 12-13=-8489/9216
WEBS 2-23=-426/453, 2-22=-802/772, 3-22=-1173/1249, 3-21=-4926/5262, 4-21=-2330/2352,
911/970,
,``J1111111111'
1.
8-1kjs
10-150-4 21/5259,
7=-1117
766/2772,
3H249911914 1115=-2325/4530,
��,,0`G E NC��,,,,i�i
S�•
••�\
NOTES-
�`
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
340 34869
* ;• •;
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
-9
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 live loads have been for this design.
10
roof considered
4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
�j,� .• OR � O
tProje
N A�
4 -6-1; cantilever grip 60
7 to eng respo0nsible rooftlland
e ooversbainer Dlo
111111111
ve load shown ding6regl requite
5) Building ding(Desiy / t Weer f verifying applied rements
to the use of this truss component.
Julius Lee PE No.34869
6) Provide adequate drainage to prevent water ponding.
MiTek USA, Inc. FL Cert 6634
7) All plates are MT20 plates unless otherwise indicated.
6904 Parke East Blvd. Tampa FL 33610
8) Plates checked for a plus or minus 0 degree rotation about its center.
Date:
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
April 2,2021
10) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
Contittdkft boVW2he bottom chord and any other members.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417175
J40921
A10G
Hip Girder
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:53 2021 Page 2
ID:lg7OUf 28U8eWY8ncKNVK7y619f-_oXum7RLXGjHpgHg11901kQiBK2uVsRg7RKa?WzVAiq
NOTES-
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3932 lb uplift at joint 1 and 3930 lb uplift at joint 12.
12) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 28-2-10 oc max. starting at 6-1-8 from the left end to 34-4-2 to connect
truss(es) to front 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) 276 lb down and 353 lb up at 8-1-14, 276 lb down and 353 lb up at
10-1-14, 266 lb down and 353 lb up at 12-1-14, 261 lb down and 353 lb up at 14-1-14, 261 lb down and 353 lb up at 16-1-14, 261 Ito down and 353 lb up at 18-1-14, 261
lb down and 353 lb up at 20-2-13, 261 lb down and 353 lb up at 22-3-12, 261 lb down and 353 lb up at 24-3-12, 261 lb down and 353 lb up at 26-3-12, 266 lb down and
353 Ito up at 28-3-12, and 276 lb down and 353 lb up at 30-3-12, and 276 lb down and 353 lb up at 32-3-12 on top chord, and 69 lb down and 49 lb up at 8-1-14, 69 lb
down and 49 lb up at 10-1-14, 69 lb down and 49 lb up at 12-1-14, 69 lb down and 49 lb up at 14-1-14, 69 lb down and 49 lb up at 16-1-14, 69 lb down and 49 lb up at
18-1-14, 69 lb down and 49 lb up at 20-2-13, 69 lb down and 49 lb up at 22-3-12, 69 lb down and 49 lb up at 24-3-12, 69 lb down and 49 lb up at 26-3-12, 69 lb down
and 49 lb up at 28-3-12, and 69 lb down and 49 lb up at 30-3-12, and 69 lb down and 49 lb up at 32-3-12 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-64, 3-10=-64, 10-12=-64, 24-27=-16
Concentrated Loads (lb)
Vert: 7=-107(F) 20=-56(F) 22=-707(F) 18=-56(F) 6=-107(F) 14=-707(F) 16=-56(F) 32=-107(F) 33=-107(F) 35=-107(F) 36=-107(F) 37=-107(F) 38=-107(F)
39=-107(F) 40=-107(F) 41=-107(F) 43=-107(F) 44=-107(F) 47=-56(F) 48=-56(F) 49=-56(F) 50=-56(F) 51=-56(F) 52=-56(F) 53=-56(F) 54=-56(F) 55=-56(F)
56=-56(F)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417176
J40921
All
ROOF SPECIAL
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:54 2021 Page 1
I D:Ig7OUf_28U8eWY8ncKNV K7y619f-S_5GzSSzlar8R_stb?gFayyxDjNMEKN_M438YyzVAip
4-3-13 8-2-1 14-10-10 21-5-8 28-2-1 30-2-13 , 35-1-7 40-5-10
4-3-13 3-10-4 6-8-9 6-6-13 6-8-9 2-0-12 4-10-10 5-4-3
Scale - 1:71.3
5x5 11
3x8 =
=
5.00 15x8 2 2x4 11 4x6 = 5x5 = 8
3 24 4 5 6 n
2x4 ,2x4ll
9
2 26 cn
m
M
n 1 10 r
A a LEI
0 0
3x6 =
17 16 15 14 13 12 11
3x4 = 5x6 WB = 2x4 11 5x8 = 3x4 = 3x6 =
3x8 = 4x8 M18SHS =
0- 13 14-10-10 21-5-8 28-2-1 33-5-14 40-2-13 40- 10
0- -13 7-11-4 6-8-9 6-6-13 6-8-9 5-3-13 6-8-15 0- -13
Plate Offsets (X,Y)-- [3:0-5-12,0-2-8], [5:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0
TCLL 20.0 Plate Grip DOL 1.25
TCDL 12.0 Lumber DOL 1.25
BCLL 0.0 Rep Stress Incr YES
BCDL 8.0 Code FBC2020/TP12014
LUMBER -
TOP CHORD 2x4 SP No.2 *Except*
5-7,3-5: 2x4 SP M 31
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3 *Except*
8-12: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 10=0-8-0
Max Horz 1=51(LC 5)
Max Uplift 1=-1187(LC 4), 10=-1135(LC 4)
Max Grav 1=1965(LC 9), 10=1965(LC 9)
CS].
DEFL.
in (loc) I/defl
L/d
PLATES
GRIP
TC 0.75
Vert(LL)
0.5514-15 >891
360
MT20
244/190
BC 0.68
Vert(CT) -0.79 14-15 >619
240
M18SHS
244/190
WB 0.76
Horz(CT)
0.17 10 n/a
n/a
Matrix -MS
Weight: 201 lb
FT = 0%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-3-4 oc purlins.
BOT CHORD
4-0-0 oc bracing.
WEBS
1 Row at midpt
3-15,
6-12
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-4378/2663, 2-3=-4050/2460, 3-4=-5390/3259, 4-6=-5390/3259, 6-7=-4876/2949,
7-8=-5404/3282, 8-9=-4156/2524, 9-10=-4354/2597
BOT CHORD 1-17=-2365/3966, 15-17=-2029/3654, 14-15=-3126/5678, 12-14=-3126/5678,
11-12=-1867/3401, 10-11=-2299/3938
WEBS 2-17=-353/399, 3-17=-79/318, 3-15=-1047/1857, 4-15=-557/456, 6-15=-432/214,
6-12=-1015/544, 7-12=-2352/1459, 8-12=-1864/3284, 8-11=-314/498, 9-11=-399/406
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-1-8, Interior(1) 4-1-8 to 8-2-1, Exterior(2R) 8-2-1 to 12-2-11, Interior(1) 12-2-11 to 30-2-13,
Exterior(2R) 30-2-13 to 34-3-7, Interior(1) 34-3-7 to 40-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) All plates are MT20 plates unless otherwise indicated.
6) Plates checked for a plus or minus 0 degree rotation about its center.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1187 lb uplift at joint 1 and 1135 lb uplift
at joint 10.
DENS* �.
34869
i
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417177
J40921
Al2G
Roof Special Girder
1
Job Reference (optional)
Last coast I russ, m. merce, rL - 34`d4t7,
3-3-6 6-1-2 10-10-
3-3-6 2-9-13 4-9-3
6x10 M18SHS =
5.00 12 Special
3x4 3 29
2 28
' 27
' M1T 1
t+3
O
20 19 36
4x8 = 2x4 11 4x4 = Special
HJC26
15-5-12 20-1=
4-7-7 4-7-7
Special
Special Special Special 2x4 II Special
4x4 = 4x8 M18SHS = 4x4 =
304 31 32 5 6 33 7
EE
37 18 38 17 16 39 40 15
4x6 = 4x8 M18SHS = Special 4x6 =
Special Special Special4x8 = THD26-2
Special
?J.4sU s Mar zz zuz'I mi I eK mausines, Inc. I nut Apr 1 Up:bl= zuz"I rage i
ID:Ig7OUf 28U8eWY8ncKNVK7y619f-wAfeBoSb3tz?28R38jCU69V4x7l7zkH7akph4OzVAio
26-1-2 1 30-2-13 35-1-10 40-5-10
5-11-15 4-1-11 4-10-13 5-4-0
6x8 M18SHS =
7x10 M18SHS = 9
8 \ 34 2x4
10
35
14 13 12
5x8 = 4x4 =
4x8 M18SHS =
Scale = 1:70.6
4x6 =
0- 13 3-3-6 6-1-2 10-1%5 15-5-12
20-1-3
26-1-2
33-5-15
40-2-13
40- 10
0- -13 3-0-9 2-9-13 4-9-3 4-7-7
4-7-7
5-11-15
7-4-12
6-8-14
0- -13
Plate Offsets (X,Y)--[3:0-3-0,0-3-4],[8:0-2-4,0-4-8],[13:0-3-8,0-2-8]
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL. in
(loc) I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL) 1.18
15 >413
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.52
Vert(CT) -1.08
15 >449
240
M18SHS
244/190
BCLL 0.0 *
Rep Stress Incr NO
WB 0.91
Horz(CT) -0.14
11 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 492 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD
Structural wood sheathing directly applied or 2-11-7 oc purlins.
6-8,3-6: 2x6 SP DSS, 8-9: 2x4 SP No.1
BOT CHORD
4-0-0 oc bracing.
BOT CHORD 2x6 SP DSS
WEBS
1 Row at midpt
9-13
WEBS 2x4 SP No.3 *Except*
9-13: 2x4 SP No.1
REACTIONS. (size) 1=0-8-0, 11=0-8-0
Max Horz 1=77(LC 5)
Max Uplift 1=-3584(LC 4), 11=-2305(LC 5)
Max Grav 1=4243(LC 19), 11=3138(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-9950/8501, 2-3=-10318/8884, 3-4=-14137/11938, 4-5=-16701/13672,
5-7=-16701/13672, 7-8=-17406/13718, 8-9=-15221/11768, 9-10=-7298/5497,
10- 11 =-7488/5558
BOT CHORD 1-20=-7837/9120, 19-20=-7837/9120, 18-19=-8181/9545, 16-18=-11756/14064,
15-16=-13558/17335, 13-15=-10271/13514, 12-13=-4619/6244, 11-12=-5004/6833
WEBS 2-20=-418/418, 2-19=-648/706, 3-19=-1184/1248, 3-18=-4104/5134, 4-18=-2295/1969,
,��
8-13=-7649/6110, 9-13=-84918/10905, 9-12—383/643, 10-12=-42 /452 5=-3617/4157,
,,,�,�`1U S 40
,
NOTES-
,•���GE•NSLC`�•,•
1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
34869
* ;• •;
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.
p ;•
3) Unbalanced roof live loads have been considered for this design.
Q ,•
4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
i� T V,
••
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 6-1-2, Exterior(2R) 6-1-2 to 10-1-12, Interior(1) 10-1-12 to 30-2-13,
�j 0 R \ �.••• ��
�I • • •' •
Exterior(2R) 30-2-13 to 34-3-7, Interior(1) 34-3-7 to 40-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5) Buillyding De for live load loading
%
�, JO N A�
esignerngier responsible verifying applied roof
ct engineershown covers rain requirements specific
,
ouse his truss component.
6) Provide adequate drainage to prevent water ponding.
Julius Lee PE No.34869
7) All plates are MT20 plates unless otherwise indicated.
MiTek USA, Inc. FL Cert 6634
8) Plates checked for a plus or minus 0 degree rotation about its center.
6904 Parke East Blvd. Tampa FL 33610
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Date:
10) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
April 2,2021
will fit between the bottom chord and any other members.
Continued on page 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417177
J40921
Al2G
Roof Special Girder
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:55 2021 Page 2
ID:lg7OUf 28U8eWY8ncKNVK7y6l9f-wAfeBoSb3tz?28R38jCU69V4x7l7zkH7akph4OzVAio
NOTES-
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3584 lb uplift at joint 1 and 2305 lb uplift at joint 11.
12) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 6-1-9 from the left end to connect truss(es) to back face of bottom chord.
13) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent at 20-1-2 from the left end to connect truss(es) to back face of bottom chord.
14) Fill all nail holes where hanger is in contact with lumber.
15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 291 lb down and 353 lb up at 8-1-14, 276 lb down and 353 lb up at
10-1-14, 261 lb down and 353 lb up at 12-1-14, 261 lb down and 353 lb up at 14-1-14, and 261 lb down and 353 lb up at 16-1-14, and 261 lb down and 353 lb up at
18-1-14 on top chord, and 69 lb down and 49 lb up at 8-1-14, 69 lb down and 49 lb up at 10-1-14, 69 lb down and 49 lb up at 12-1-14, 69 lb down and 49 lb up at
14-1-14, and 69 lb down and 49 lb up at 16-1-14, and 69 lb down and 49 lb up at 18-1-14 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=-64, 3-8=-64, 8-9=-64, 9-11=-64, 21-24=-16
Concentrated Loads (lb)
Vert: 6=-1 07(B) 17=-56(B) 19=-707(B) 15=-1 225(B) 29=-1 07(B) 30=-1 07(B) 31 =-1 07(B) 32=-1 07(B) 33=-1 07(B) 36=-56(B) 37=-56(B) 38=-56(B)39=-56(B)
40=-56(B)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417178
J40921
A13
Common
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
M7
a
3x4 =
5-4-3
10-2-13
4-10-10
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:56 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-OND108TDgB5sgH?FiQjjfN2KdX5ziMwHpOYFcrzVAin
4x4 =
4-10-10
5-4-3
Scale - 1:35.1
3x4 = 3x6 = 3x4 = 3x4 =
M
IM
a
0- -13 6-11-12
13-5-14
20-2-13
2075,10
0- - 3 6-8-15
6-6-3
6-8-15
0- - 3
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL) 0.09
6-14 >999
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.54
Vert(CT) -0.13
6-14 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.24
Horz(CT) 0.04
5 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 87 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-11-14 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 5=0-8-0
Max Horz 1=14(LC 5)
Max Uplift 1=-729(LC 4), 5=-729(LC 5)
Max Grav 1=996(LC 9), 5=996(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1963/1451, 2-3=-1755/1362, 3-4=-1755/1362, 4-5=-1963/1451
BOT CHORD 1-8=-1245/1744, 6-8=-697/1128, 5-6=-1230/1744
WEBS 3-6=-419/586, 4-6=-443/495, 3-8=-419/586, 2-8=-443/495
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 10-2-13, Exterior(2R) 10-2-13 to 14-3-7, Interior(1) 14-3-7 to 20-6-1;
cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
, `1U S I,
�F�� , I
,`� ,�
"
4) Plates checked for a plus or minus 0 degree rotation about its center.
♦� • • G•E•N
SLC`'•, ��
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
♦♦ ,•'
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
i
No 34869
will fit between the bottom chord and any other members.
•;
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 729 lb uplift at joint 1 and 729 lb uplift at
joint 5.
* =
R�OP'����`
S %
�O o.
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417179
J40921
A14
Common
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:56 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-OND108TDgB5sgH?FiQjjfN2KeX5wiMgHpOYFcrzVAin
5-1-6 10-0-0 14-10-10 20-2-13
5-1-6 4-10-10 4-10-10 5-4-3
R
3x4 =
Scale = 1:34.8
4x4 =
3x4 = 3x6 = 3x4 = 3x4 =
M
Io
6-8-15
13-3-1
20-0-0 20213
6-8-15
6-6-3
6-8-15 0- - 3
Plate Offsets (X,Y)-- [1:0-0-0,0-0-11)
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL. in
(loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL) 0.10
6-8 >999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.55
Vert(CT) -0.13
6-8 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.25
Horz(CT) 0.04
5 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 87 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-0-3 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=Mechanical, 5=0-8-0
Max Horz 1=-25(LC 4)
Max Uplift 1=-727(LC 4), 5=-726(LC 5)
Max Grav 1=983(LC 9), 5=983(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1867/1393, 2-3=-1669/1312, 3-4=-1725/1351, 4-5=-1933/1441
BOT CHORD 1-8=-1182/1642, 6-8=-681/1096, 5-6=-1220/1715
WEBS 3-6=-429/594, 4-6=-441/497, 3-8=-369/512, 2-8=-401/468
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) 0-0-0 to 4-0-10, Interior(1) 4-0-10 to 10-0-0, Exterior(2R) 10-0-0 to 14-0-10, Interior(1) 14-0-10 to ,`,� ���,
20-3-4; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 �tI,
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,� ��� �-�u S LF 41'..
to the use of this truss component. �% • • G•E•N ��
4) Plates checked for a plus or minus 0 degree rotation about its center. �% ,•�� SLG`�•,
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 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 No 34869
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 727 lb uplift at joint 1 and 726 lb uplift at
joint 5. O ;
i .�
S C? %
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417180
J40921
A15GE
GABLE
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:57 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-sZnPbUUrbVDjlRaSG8EyCaaVOxQARp5Q22lo8HzVAim
5-1-6 10-0-0 14-10-10 20-2-13
5-1-6 4-10-10 4-10-10 5-4-3
R
3x4 =
2x4 =
4x4 =
1n A II " ..
3x4 = 3x6 =
1 x4 11 1x4 11 1 x4 11
3x4 =
1x4 II 1x4 II
Scale - 1:37.7
3x4 =
r2
Io
6-8-15
13-3-1
20-0-0 202 13
6-8-15
6-6-3
6-8-15 0- - 3
Plate Offsets (X,Y)-- [1:0-0-0,0-0-111, [3:0-2-0,0-0-121
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL. in
(loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
Vert(LL) 0.10
6-8 >999
360
MT20 2441190
TCDL 12.0
Lumber DOL 1.25
BC 0.55
Vert(CT) -0.13
6-8 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.25
Horz(CT) 0.04
5 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 130 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 4-0-4 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 5=0-8-0
Max Horz 1=-24(LC 4)
Max Uplift 1=-727(LC 4), 5=-726(LC 5)
Max Grav 1=983(LC 9), 5=983(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1868/1395, 2-3=-1670/1313, 3-4=-1724/1351, 4-5=-1932/1440
BOT CHORD 1-8=-1184/1644, 6-8=-681/1096, 5-6=-1220/1714
WEBS 3-6=-428/593, 4-6=-441/496, 3-8=-370/513, 2-8=-403/469
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
♦♦♦J1 1 � 1 1111'
GCpi=0.18; C-C Exterior(2E) 0-0-0 to 4-0-10, Interior(1) 4-0-10 to 10-0-0, Exterior(2R) 10-0-0 to 14-0-10, Interior(1) 14-0-10 to
♦ I,
S
20-3-4; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
��` ,0�-IU
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
G•E N •
S�`•,�
Gable End Details as applicable, or consult qualified building designer as per ANSI1TPI 1.
�� ,••�,�
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
i
to the use of this truss component.
5) Plates checked for a plus or minus 0 degree rotation about its center.
140 34869
* ;• •;
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
-9 ;
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
•�44/
will fit between the bottom chord and any other members.lo
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 727 lb uplift at joint 1 and 726 lb uplift at
joint 5.
1
...OR
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417181
J40921
A16
Hip
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
41-13 8-8-1
4-6-13 4-1-4
4x4 =
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:58 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-KlLnpgVTMoLavb9egrlBko7iRLjuAGhZGilLhjzVAil
4x8 =
4-1-4
4-6-13
Scale = 1:34.6
44 = 3x8 = 3x6 = 3x4 = 4x4 =
8-8-1
i
11-9-9
20-2-13
2010
10
0- - 3
8-5-4
3-1-8
8-5-4
0- - 3
Plate Offsets (X,Y)--
[1:0-1-8,0-2-0],[4:0-5-4,0-2-0],[6:0-1-8,0-2-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.42
Vert(LL)
-0.13
7-15
>999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.71
Vert(CT)
-0.26
7-15
>932
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.23
Horz(CT)
0.04
6
n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 94 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 6=0-8-0
Max Horz 1=17(LC 5)
Max Uplift 1=-680(LC 4), 6=-680(LC 5)
Max Grav 1=996(LC 9), 6=996(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1986/1430, 2-3=-1554/1094, 3-4=-1421/1086, 4-5=-1554/1094, 5-6=-1986/1430
BOT CHORD 1-9=-1250/1787, 7-9=-763/1323, 6-7=-1233/1787
WEBS 2-9=-519/519, 3-9=-178/299, 4-7=-149/299, 5-7=-519/519
Structural wood sheathing directly applied or 4-0-8 oc purlins.
4-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 8-8-1, Exterior(2E) 8-8-1 to 11-9-9, Exterior(2R) 11-9-9 to 17-6-5,
Interior(1) 17-6-5 to 20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) Plates checked for a plus or minus 0 degree rotation about its center.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 680 lb uplift at joint 1 and 680 lb uplift at
joint 6.
CF1"4f
40 �
DENS. �.
• • �\ 46
34869
OR k
If
ON
i
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417182
J40921
A17G
Hip Girder
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3-6-6 6-7-2
3-6-6 3-0-13
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:59 2021 Page 1
ID:Ig7OUf 28U8eWY8ncKNVK7y619f-oyv9OAW676TRXlkgNYGQH?fobk8RvkbjVMnvD9zVAik
10-2-13 13-10-8 16-11-4 20-5-10
3-7-11 3-7-11 3-0-13 3-6-6
Special
4x8 =
Special 1x4 II Special 4x8 =
c nn 7';T 3 21 22 4 23 24 5
3x4
2x4 11
=
3x4 =
3x4 = 4x6 = 3x8 = Special 3x4 = 2x4 11
HJC26 Special Special HJC26
Scale = 1:34.6
3x4 =
3x4
0- - 3 3-6-6 6-7-2
10-2-13
13-10-8
16-11-4
20-2-13
20 5 10
0- - 3 3-3-9 3-0-13
3-7-11
3-7-11
3-0-13
3-3-9
0- - 3
Plate Offsets (X,Y)--
[1:0-5-10,0-2-31, [1:Edge,0-1-01, [3:0-54,0-2-0], [5:0-5-4,0-2-0], [7:0-5-10,0-2-31, [7:Edge,0-1-0]
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL. in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.65
Vert(LL) 0.21 10
>999
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.43
Vert(CT) 0.16 10
>999
240
BCLL 0.0
Rep Stress Incr NO
WB 0.19
Horz(CT) -0.05 7
n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 232 lb
FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Horz 1=17(LC 16)
Max Uplift 1=-2102(LC 4), 7=-2101(LC 5)
Max Grav 1=2241(LC 19), 7=2239(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5164/4948, 2-3=-5010/4922, 3-4=-5219/5186, 4-5=-5219/5186, 5-6=-5007/4920,
6-7=-5162/4947
BOT CHORD 1-13=-4495/4718, 12-13=-4495/4718, 10-12=-4417/4608, 9-10=-4399/4605,
8-9=-4477/4716, 7-8=-4477/4716
WEBS 2-12=-532/549, 3-12=-1171/1187, 3-10=-694/676, 4-10=-689/850, 5-10=-696/679,
5-9=-1169/1184, 6-9=-531/549
Structural wood sheathing directly applied or 5-4-7 oc purlins.
4-0-0 oc bracing.
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 6-7-2, Exterior(2R) 6-7-2 to 12-3-14, Interior(1) 12-3-14 to 13-10-7,
Exterior(2R) 13-10-7 to 19-7-4, Interior(1) 19-7-4 to 20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) Plates checked for a plus or minus 0 degree rotation about its center.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2102 lb uplift at joint 1 and 2101 lb
uplift at joint 7.
11) Use USP HJC26 (With 16-16d nails into Girder & 1 Od nails into Truss) or equivalent spaced at 7-2-10 oc max. starting at 6-7-8
from the left end to 13-10-2 to connect truss(es) to back face of bottom chord.
12) Fill all nail holes where hanger is in contact with lumber.
,oLIU S' C � i
DENS• �.
34869
.00. , fw4
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
Continued on page 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417182
J40921
A17G
Hip Girder
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:51:59 2021 Page 2
ID:lg7OUf 28U8eWY8ncKNVK7y6l9f-oyv90AW676TRXlkgNYGQH?fobk8RvkbjVMnvD9zVAik
NOTES-
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 297 lb down and 368 lb up at 8-7-14, and 297 lb down and 368 lb up
at 10-2-13, and 297 lb down and 368 lb up at 11-9-12 on top chord, and 78 lb down and 48 lb up at 8-7-14, and 78 lb down and 48 lb up at 10-2-13, and 78 lb down and
48 Ib up at 11-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-64, 3-5=-64, 5-7=-64, 14-17=-16
Concentrated Loads (lb)
Vert: 11 =-62(B) 12=-734(B) 1 0=-62(B) 4=-121 (B) 9=-734(B) 22=-1 21 (B) 23=-121 (B) 26=-62(B)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417183
J40921
A18
ROOF TRUSS
5
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
5-8-2 10-10-12 16-1=
5-8-2 5-2-9 5-2-9
5.00 12
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:52:00 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-G8SXEWWkuQcl9vJ1xGnfpDC_A8OYe?QskOWSIczVAij
0-2-13 24-4-5 29-6-14 34-9-8 40-5-10
4-1-8 4-1-8 5-2-9 5-2-9 5-8-2
5x5 =
it io 15 14 1. ��
3x4 =
3x6 =
4x8 M18SHS =
3x4 =
3x4 = 3x4 =
4x8 M18SHS =
Scale = 1:68.4
11 Ic;
6
3x6 =
0-?�13 8 4-1 16-1-5 24-4-5 32-1-9
40-2-13 40-Pr10
0- -13 8-1 4 7-9-4 8-3-0 7-9-4
8-14 0- -13
Plate Offsets (X,Y)-- [3:0-3-0,Edge], [9:0-3-0,Edge)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL) -0.61 15-17 >793 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.82
Vert(CT) -0.88 15-17 >555 240
M18SHS 244/190
BCLL 0.0 *
Rep Stress Incr YES
WB 0.92
Horz(CT) 0.17 11 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Attic -0.45 14-15 220 360
Weight: 217 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins.
BOT CHORD 2x4 SP No.1 *Except* BOT CHORD 4-0-0 oc bracing.
13-16: 2x4 SP M 31 JOINTS 1 Brace at Jt(s): 20
WEBS 2x4 SP No.3 *Except*
7-14,5-15: 2x4 SP No.2
REACTIONS. (size) 1=0-8-0, 11=0-8-0
Max Horz 1=26(LC 5)
Max Uplift 1=-1006(LC 4), 11=-1006(LC 5)
Max Grav 1=2308(LC 10), 11=2308(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5167/2169, 2-4=-4868/2015, 4-5=-4106/1636, 5-6=-1754/690, 6-7=-1754/690,
7-8=-4106/1636, 8-10=-4868/2015, 10-11=-5167/2169
BOT CHORD 1-17=-1867/4683, 15-17=-1482/4157, 14-15=-1070/3591, 12-14=-1462/4157,
11-12=-1880/4683
WEBS 14-19=-269/904, 7-19=-246/932, 8-14=-766/546, 8-12=-221/428, 10-12=-436/412,
15-18=-269/904, 5-18=-246/932, 4-15=-766/545, 4-17=-222/428, 2-17=-436/412,
18-20=-414/364, 19-20=-414/364, 6-20=-241/1024, 7-20=-2220/1101, 5-20=-2220/1101
NOTES-
�C' E•N S�C`�•, ���
1) Unbalanced roof live loads have been considered for this design.
��� ,•��
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl., i
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 20-2-13, Exterior(2R) 20-2-13 to 24-4-5, Interior(1) 24-4-5 to 40-6-1; No 34869
•;
cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
* �•
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
* =
to the use of this truss component. -� r
•,
4) 150.01b AC unit load placed on the interior chord, 20-2-13 from left end, supported at two points, 3-0-0 apart.
5) All plates are MT20 plates unless otherwise indicated.
Q'
6) Plates checked for a plus or minus 0 degree rotation about its center.
��j
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
•• R \ �,\,��
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 widewill
S� ' • •"•��
fit between the bottom chord
`��
�11'1111
ng d ad load (5.0 psf) nmember(s). 18-20, 1 g 20rs.
9) Ceiling
it
10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15
Julius Lee PE No.34869
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1006 lb uplift at joint 1 and 1006 lb
MiTek USA, Inc. FL Cert 6634
uplift at joint 11.
6904 Parke East Blvd. Tampa FL 33610
12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417184
J40921
MV2
Valley
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2x4
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.09
TCDL 12.0
Lumber DOL 1.25
BC 0.02
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
BCDL 8.0
Code FBC2020/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0
Max Horz 1=86(LC 4)
Max Uplift 1=-71(LC 4), 2=-113(LC 4)
Max Grav 1=70(LC 9), 2=71(LC 9), 3=23(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:52:01 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y6l9f-IKOwRsXMfjk9m3uDVzluMQIHoYwGNgzOzgGOH2zVAii
2-0-0
2-0-0
Scale = 1:6.9
5.00
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) n/a n/a 999 MT20 2441190
Vert(CT) n/a n/a 999
Horz(CT) -0.00 2 n/a n/a
Weight: 5 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Plates checked for a plus or minus 0 degree rotation about its center.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2 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 71 lb uplift at joint 1 and 113 lb uplift at
joint 2.
jU S'
DENS.o
�.
34869
i
lo
Ak-
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417185
J40921
MV4
Valley
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2x4
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.64
TCDL 12.0
Lumber DOL 1.25
BC 0.17
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
BCDL 8.0
Code FBC2020/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 1=4-0-0, 3=4-0-0
Max Horz 1=212(LC 4)
Max Uplift 1=-174(LC 4), 3=-262(LC 4)
Max Grav 1=173(LC 9), 3=200(LC 9)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-175/277
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:52:01 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y6l9f-IKOwRsXMfjk9m3uDVzluMQI8CYuzNgzOzgGOH2zVAii
4-0-0
4-0-0
Scale = 1:11.1
2
2x4 I
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) n/a n/a 999 MT20 2441190
Vert(CT) n/a n/a 999
Horz(CT) 0.00 n/a n/a
Weight: 13 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Plates checked for a plus or minus 0 degree rotation about its center.
4) Gable requires continuous bottom chord bearing.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 1 and 262 lb uplift at
joint 3.
soLju S, C��,,i��i
♦ GENS• �.
N 34869
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i
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11111
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417187
J40921
ZCJ3
Jack -Open
10
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:52:02 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-DXalfBY_Q1sOOCTP3hg7veHOQyAQ66D9BK?ZgUzVAih
2-11-4
2-11-4
Scale = 1:11.0
2x3 =
i0-2-13 2-11-4
0-2-13 2-8-7
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.36
Vert(LL) 0.01 3-6 >999 360
MT20 2441190
TCDL 12.0
Lumber DOL 1.25
BC 0.41
Vert(CT) -0.01 3-6 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 2 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 9 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Horz 1=198(LC 4)
Max Uplift 1=-155(LC 4), 2=-21O(LC 4), 3=-41(LC 4)
Max Grav 1=159(LC 9), 2=137(LC 9), 3=51(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) Plates checked for a plus or minus 0 degree rotation about its center.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
t,111111111111111
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
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7) Refer to girder(s) for truss to truss connections.
�� • • G•E•N ��
SLC`'•,•
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 1, 210 lb uplift at
♦� ,•'�
joint 2 and 41 lb uplift at joint 3.
No 34869
RkOP'����`
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�O o.
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417191
J40921
ZEJ6G
Monopitch Girder
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:52:04 2021 Page 1
ID:lg7OUf 28U8eWY8ncKNVK7y619f-9vi24tZEye6jdWdoA6sb_3NiklrlaOjSfeUguNzVAif
3-1-10 6-1-2
3-1-10 2-11-9
2x4 11
3x4 = 2x4 11
Scale = 1:18.0
2-1
2-1
6-1-2
5-10-6
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 0.50
Vert(LL) 0.12
3-6 >588 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.42
Vert(CT) -0.13
3-6 >559 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00
1 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 55 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x6 SP DSS
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
10-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 3=Mechanical
Max Harz 1=368(LC 4)
Max Uplift 1=-648(LC 4), 3=-1036(LC 5)
Max Grav 1=924(LC 15), 3=1395(LC 15)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-284/386
NOTES-
1) 2-ply truss to be connected together as follows:
Top chords connected with 1 Od (0.131 "xY) nails as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected with 1 Od (0.131 "xY) nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
1111111//
III"440
GCpi=O.18; C-C Exterior(2E) -0-0-7 to 4-0-3, Interior(1) 4-0-3 to 5-11-7; cantilever left and right exposed ; Lumber DOL=1.60 plate
DOL=1.60
♦♦♦♦tl`1U S
CFF I�,
grip
,`♦ ,�•
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
�♦ G•E•N
SLC`'•,•
to the use of this truss component.
,•'
5) Plates checked for a plus or minus 0 degree rotation about its center.
`��
o
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
34869
* ;• •;
will fit between the bottom chord and any other members.
8) Refer to girder(s) for truss to truss connections.
= -�
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 648 lb uplift at joint 1 and 1036 lb uplift
p ;•
at joint 3.
Q ,•
10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-8-13
��j
from the left end to 4-8-13 to connect truss(es) to back face of bottom chord.
0 R �.• ♦�
11) Fill all nail holes where hanger is in contact with lumber.��C,
LOAD CASE(S) Standard
/11111111%%%%
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Julius Lee PE No.34869
Uniform Loads (plf)
MiTek USA, Inc. FL Cert 6634
Vert: 1-2=-64, 3-4=-16
6904 Parke East Blvd. Tampa FL 33610
Concentrated Loads (lb)
Date:
Vert: 9=-795(B) 10=-795(B)
April 2,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek& connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417195
J40921
ZHJ7
Diagonal Hip Girder
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:52:07 2021 Page 2
ID:lg7OUf 28U8eWY8ncKNVK7y6l9f-ZUOBivc7EZUIU_LNrEPIch?7szpPnHcuLcjKVizVAic
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 15=-93(F=-47, B=-47) 16=-108(F=-54, B=-54) 17=-29(F=-14, B=-14) 18=-73(F=-37, B=-37)
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610