HomeMy WebLinkAboutApproved Shop Drawings- Bldg AOOKS
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
VOID ALL WARRANTIES.
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
OR USP CATALOG
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
ENGINEERING TRUSS DRAWINGS.
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48'6" 111611 101
701011
8'-0" PLATE HT.
12'-0" PLATE HT.
KNEEWALL TO 12' -0"
s
Indicates Left End Of Truss
On Layout & Engineering Sheets
HARDWARE:
=HJC26 HANGERS (QTY. 5)
=THD26-2 HANGERS (QTY. 2)
5'I
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6"
2131 ' 8"
12
Sr'
ENGINEERED
TRUSS SYSTEMS ECT
EAST COAST TRUSS
5285 ST. LUCIE BLVD. FT. PI]ERCL FL 3494
OFFICE: (772D 466-2480 FAX: (772)466-5336
G7
CUSTOMER: Benchmark III Corporation
JOB NAME: Baron Island Storage
ADDRESS:9500 South Ocean Dr.
LLJ CITY/COUNTY:Jensen Beach/Martin
U7
Q JOB # J40916
5 JOB #
MODEL:Building A
SQ FT 2147
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
TIMBER
PRODUCTS
0
I..L
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST TRUSS.
Signed: Date:
CODE = FBC 2020/TP12014 ASCE 7-16
DESIGN CRITERIA = C&C
OCCUPANCY CATEGORY= II
EXPOSURE = D
MWF SPEED =165
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 17.00
GRAVITY LOADS
ROOF: DUR FACTOR= 1.25
PSF=TCLL-TCDL-BCLL-BCDL
20.0,12.0, 0.0, 8.0
LOADS PER FBC & FRC
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 30 psf
DEFINITIONS
MWF = MAIN WIND FORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL =DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# =POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
J UI I\IJI VV UY1 lJI\ UI\P7V II VVp IV —V lJ.%l.p
RECOMMENDED ON FLOOR TRUSSES
SPANNING 20'-0" OR MORE
IUST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
O
/3 IN LENGTH AS THE SPAN OF THE TRUSS
EING SET.
EFER TO BCI-B1 FOR COMPLETE
RECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
SUPPORT ANY PLANT SHELVES
1. 3-22-2021 Revise Loading SB
2. 4-1-2021 Revise Dbl. Truss To Single Truss
Over Unit Separation Wall SB
4-
5-
6-
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TRUSS PLACEMENT PLAN
(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: J40916 - Baron Island Storage MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
T a, FL 33610-4115
Customer Info: Benchmark III Corp. Project Name: Baron Island Storage Model: BuIing A
Lot/Block: - Subdivision: -
Address: 9500 South Ocena 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 43 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal#
1
T23417506
B01
4/2/21
23
T23417528
2
T23417507
B02GE
4/2/21
24
T23417529
3
T23417508
B03
4/2/21
25
T23417530
4
T23417509
B04
4/2/21
26
T23417531
5
T23417510
B05
4/2/21
27
T23417532
6
T23417511
B06GE
4/2/21
28
T23417533
7
T23417512
B07
4/2/21
29
T23417534
8
T23417513
B08GE
4/2/21
30
T23417535
9
T23417514
B09
4/2/21
31
T23417536
10
T23417515
B10
4/2/21
32
T23417537
11
T23417516
B11
4/2/21
33
T23417538
12
T23417517
B12
4/2/21
34
T23417539
13
T23417518
B13G
4/2/21
35
T23417540
14
T23417519
B14G
4/2/21
36
T23417541
15
T23417520
B15
4/2/21
37
T23417542
16
T23417521
B16
4/2/21
38
T23417543
17
T23417522
B17G
4/2/21
39
T23417544
18
T23417523
B18
4/2/21
40
T23417545
19
T23417524
B19G
4/2/21
41
T23417546
20
T23417525
B20
4/2/21
42
T23417547
21
T23417526
V4
4/2/21
43
T23417548
22
T23417527
V6
4/2/21
Truss Name Date
V8
4/2/21
V 11
4/2/21
ZCJ 1
4/2/21
ZCJ 1 A
4/2/21
ZCJ3
4/2/21
ZCJ5
4/2/21
ZEJ3
4/2/21
ZEJ6
4/2/21
ZEJ6A
4/2/21
ZEJ6B
4/2/21
ZEJ6C
4/2/21
ZEJ6D
4/2/21
ZEJ6GA
4/2/21
ZEJ7
4/2/21
ZEJ7A
4/2/21
ZEJ7B
4/2/21
ZH6D
4/2/21
ZHJ3
4/2/21
ZHJ6
4/2/21
ZHJ6B
4/2/21
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: Reviewed
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.
oPQ.0 IN V-'4
68182
•
��•• STATE OF
•,�S'S1ONA�
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
Reviewed 1 of 1
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417506
J40916
B01
Common
8
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
M11}}
t�
6
3x4 =
7-10-3
7-4-10
5.00 12
3x4 = 3x6 =
4x6 =
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:33:55 2021 Page 1
I D:sUiidZizgvl l7gABNut1?Jy6VYi-8_wJ4Uylc9TRN P40myPRFathdyjUQXw23oF2XKzVA5Q
7-4-10
3x6 = 3x4 =
7-10-3
Scale = 1:52.0
3x4
M
Ir;
0
0-j 13 10-4-2
20-1-8
30-2-13
30-5r10
0-2-i3 10-1-5
9-9-5
10-1-5
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 0.97
Vert(LL) -0.30
8-11 >999
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.92
Vert(CT) -0.45
8-11 >808
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.60
Horz(CT) 0.08
7 n/a
n/a
BCDL 8.0
Code FBC2020/TPI2014
Matrix -MS
Weight: 130 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural wood sheathing
directly applied.
BOT CHORD 2x4 SP No.1 *Except*
BOT CHORD
4-0-0 oc bracing.
9-10: 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Horz 1=19(LC 5)
Max Uplift 1=-851(LC 4), 7=-851(LC 5)
Max Grav 1=1738(LC 9), 7=1738(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3475/1716, 2-4=-3156/1608, 4-6=-3156/1608, 6-7=-3475/1716
BOT CHORD 1-11=-1454/3125, 8-11=-808/2007, 7-8=-1435/3125
WEBS 4-8=-472/1147, 6-8=-695/589, 4-11=-472/1147, 2-11=-695/589
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 15-2-13, Exterior(2R) 15-2-13 to 18-3-7, Interior(1) 18-3-7 to 30-6-1;
cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
,1 1 11 111 1 11
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.
%%�
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4) Plates for 0 degree its
,,�� PQU .E•N
checked a plus or minus rotation about center.
for 10.0
��� ,�
G S�'. 0�
5) This truss has been designed a 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.
No 68182
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
* �' •:
1=851, 7=851.
_
xZ
ST OF '44/�
O R
...0..
N
Joaquin Velez PE No.68182
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
Oty
Ply
Baron Island Storage
T23417507
J40916
B02GE
GABLE
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
M
M
O
3x4 =
7-10-3
7-4-10
5.00 12
3x4 = 3x6 =
2x4 =
4x6 =
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:33:56 2021 Page 1
I D:sUiidZizgvl I7gABNut1?Jy6VYi-cAU hHpzwNSbl?ZfaKgwgooPsNM3j9_ACHS?b3nzVA5P
7-4-10
3x6 = 3x4 =
7-10-3
Scale = 1:52.0
3x4 =
0-j 13 10-4-2 20-1-8 30-2-13 30-5r10
0-2-i3 10-1-5 9-9-5 10-1-5 0- 3
Plate Offsets (X,Y)-- [4:0-2-0,0-0-12]
M
I7
O
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.97
Vert(LL) -0.30
8-11 >999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.92
Vert(CT) -0.45
8-11 >808
240
BCLL 0.0
Rep Stress Incr YES
WB 0.60
Horz(CT) 0.08
7 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 228 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural wood sheathing
directly applied.
BOT CHORD 2x4 SP No.1 'Except'
BOT CHORD
4-0-0 oc bracing.
9-10: 2x4 SP No.2
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Horz 1=19(LC 5)
Max Uplift 1=-851(LC 4), 7=-851(LC 5)
Max Grav 1=1738(LC 9), 7=1738(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3475/1716, 2-4=-3156/1608, 4-6=-3157/1608, 6-7=-3475/1716
BOT CHORD 1-11=-1454/3125, 8-11=-808/2007, 7-8=-1435/3125
WEBS 4-8=-472/1147, 6-8=-695/589, 4-11=-472/1147, 2-11=-695/589
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 15-2-13, Exterior(2R) 15-2-13 to 18-3-7, Interior(1) 18-3-7 to 30-6-1
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 1x4 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 100 lb uplift at joint(s) except Qt=lb)
1=851, 7=851.
,%%%VIIIIIII►IIIII'
PQU 1 INVFW '..
No 68182
•
D : : x ►
� 0 ST OF '44/If fit ot,
Joaquin Velez PE No.68182
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
oty
Ply
Baron Island Storage
T23417508
J40916
B03
Hip
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:33:57 2021 Page 1
I D:sUiidZizgv117gABN utl ?Jy6VYi-4N23V9_Z8mj9djEmuN RvK?y3umR_uVOLW6k9bDzVA50
7-6-13 14-8-1 15-9-9, 22-10-13 30-5-10
7-6-13 7-1-4 1-1-8 7-14 7-6-13
5.00 12
4x6 =
4x6 =
4 5
Scale = 1:53.8
IM
B '1
jo
oI
14
13
12 11
10
9
3x4 = 1 x4 I I
4x6
3x4 =
4x6
1 x4 11
3x4 =
3x4 =
0- 13 7-6-13
14-8-1
15-9-9
22-10-13
30-2-13
30- 10
0-
- -13 7-4-0
7-1-4
1 __19
7-14
74-0
0- -13
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.86
Vert(LL)
0.18 12-14 >999
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.79
Vert(CT)
-0.28 9-11 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.35
Horz(CT)
0.10 8 n/a
n/a
BCDL 8.0
Code FBC2020/TPI2014
Matrix -MS
Weight: 144 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing
directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt
2-12, 7-11
REACTIONS. (size) 1=0-8-0, 8=0-8-0
Max Horz 1=-8(LC 4)
Max Uplift 1=-842(LC 4), 8=-842(LC 5)
Max Grav 1=1480(LC 9), 8=1480(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3041/1694, 2-4=-2122/1291, 4-5=-1927/1277, 5-7=-2122/1291, 7-8=-3041/1694
BOT CHORD 1-1 4=-1 440/2706, 12-14=-1440/2706, 11-12=-807/1762, 9-11 =-1 432/2706,
8-9=-1432/2706
WEBS 2-14=0/280, 2-12=-1049/698, 4-12=-285/490, 5-11=-285/490, 7-11 =-1 049/698,
7-9=0/280
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 14-8-1, Exterior(2E) 14-8-1 to 15-9-9, Exterior(2R) 15-9-9 to 20-1-5,
Interior(1) 20-1-5 to 30-6-1; 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 100 lb uplift at joint(s) except Qt=lb)
1=842, 8=842.
�♦�� PQv I N
No 68182
:X
�53 S OF ' t4/'
s�� N till Ail �"%*C� �.
Joaquin Velez PE No.68182
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
T23417509
J40916
B04
ATTIC
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:33:58 2021 Page 1
I D:sUiidZizgvl 17gABNut1?Jy6VYi-YZcRiV?Bu4rOEspzS5y8tDV13Aobds?VlmUi8fzVA5N
12-11-9 19-4-9
5-9-5 11-1-1 12-2-7 14-4-13 M-0-13 17-6-1 8-3- 24-8-5 30-5-10
5-9-5 5-3-12 1-1-6 -9- 1-5-4 1-8-0 1-5� -9- 1-1-6 5-3-12 5-9-5
Scale = 1:53.8
4x4 = 4x4 =
3x6 =
qYF =
1
12
r�
M
0
18
17 16
15
14
13
3x6 =
1x4 II
5x6 WB=
3x4 =
1x4 II
3x6 =
3x4 =
5x6 WB =
0-$-13
11-1-1
19-4-9
24-8-5
30-2-13
30-5r10
0-2 13
5-6-8
5-3-12
8-3-8
5-3-12
5-6-8
0- -13
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES
GRIP
TCLL
20.0
Plate Grip DOL
1.25
TC 0.64
Vert(LL)
-0.52 13-15
>708
360
MT20
244/190
TCDL
12.0
Lumber DOL
1.25
BC 0.76
Vert(CT)
-0.83 15-16
>443
240
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.71
Horz(CT)
0.10 12
n/a
n/a
BCDL
8.0
Code FBC2020/TP12014
Matrix -MS
Attic
-0.40 15-16
246
360
Weight: 143 lb
FT = 0%
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
3-6,7-10: 2x4 SP M 31
BOT CHORD
2x4 SP No.1 *Except*
14-17: 2x4 SP M 31
WEBS
2x4 SP No.3
OTHERS
2x4 SP No.3
REACTIONS.
(size) 1=0-8-0, 12=0-8-0
Max Horz 1=8(LC 5)
Max Uplift 1=-721(LC 4), 12=-721(LC 5)
Max Grav 1=1825(LC 10), 12=1825(LC 10)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-6-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing.
WEBS 2 Rows at 1/3 pts 5-8
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3997/1468, 2-4=-3380/1137, 4-5=-2987/1094, 5-6=-257/466, 6-7=-277/563,
7-8=-257/466, 8-9=-2987/1094, 9-1 1=-3380/1137,11-12=-3997/1468
BOT CHORD 1-18=-1256/3615, 16-18=-1256/3615, 15-16=-739/2923, 13-15=-1248/3615,
12-13=-1248/3615
WEBS 2-16=-768/572, 4-16=-151/734, 5-19=-3668/1474, 19-20=-3648/1478, 8-20=-3668/1474,
9-15=-151/734, 11-15=-768/572
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 14-4-13, Exterior(2E) 14-4-13 to 16-0-13, Exterior(2R) 16-0-13 to
20-4-9, Interior(1) 20-4-9 to 30-6-1; 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) 150.01b AC unit load placed on the interior chord, 15-2-13 from left end, supported at two points, 3-0-0 apart.
5) Provide adequate drainage to prevent water ponding.
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) Ceiling dead load (5.0 psf) on member(s). 4-5, 8-9, 5-19, 19-20, 8-20
10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
1=721,12=721.
12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
,%%%V11111111IIII�'
,�♦ PQU I N VFW
♦♦� ,O • c'E'N3 ' F J*i0
No 68182 ;
x
�-'0 ST OF '41J
11""SIO N
Joaquin Velez PE No.68182
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
T23417510
J40916
B05
Hip
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:33:58 2021 Page 1
I D:sUiidZizgv117gABN utl?Jy6VYi-YZcRiV?Bu4rOEspzS5y8tDVFAAocdz7VlmU i8fzVA5N
7-3-13 14-2-1 16-3-9 23-1-13 30-5-10
7-3-13 6-104 2-1-8 6-104 7-3-13
Scale = 1:53.8
3x4 =
4x8 =
5.00 12 4x6 =
14 '" 12 11 '" 9
1x4 11 4x8 = 3x4 = 3x8 = 4x8 1x4 11
3x4 =
M
IM
0
-17-3-13 14-2-1
14
01113
16-3-9
23-1-13
30-2-13 30- 10
0- -13 7-1-0 -4
2-1-8
6-10-4
7-1-0 0- -13
Plate Offsets (X,Y)-- [3:0-2-11,Edge], [4:0-5-4,0-2-0], [6:0-2-11,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 0.82
Vert(LL)
0.17 12 >999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.76
Vert(CT)
-0.29 12-14 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.32
Horz(CT)
0.10 8 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 151 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing
directly applied or 2-8-3 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt
2-12,
7-11
REACTIONS. (size) 1=0-8-0, 8=0-8-0
Max Horz 1=8(LC 5)
Max Uplift 1=-849(LC 4), 8=-849(LC 5)
Max Grav 1=1480(LC 9), 8=1480(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3059/1722, 2-4=-2172/1327, 4-5=-1977/1321, 5-7=-2175/1328, 7-8=-3058/1721
BOT CHORD 1-1 4=-1 470/2726, 12-14=-1470/2726, 11-12=-867/1815, 9-11 =-1 461/2725,
8-9=-1461/2725
WEBS 2-14=0/273, 2-12=-1012/668, 4-12=-233/476, 5-11=-268/480, 7-11 =-1 009/666,
7-9=0/272
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.,
,`'1 1111 1V�
��01
to to
EEno g()3le4n16Exterior(2R) 16-3-9 to 20-7-5,
�
,��
ntrrior120- o 30-6(1cantevereft and right DOL1160 plateDOL1.60
exposed
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
`vN
%•
�� ��i
to the use of this truss component.
`�� ,0 G•E•N
: •.' �\ S'�: •. i�
4) Provide adequate drainage to prevent water ponding.
5) Plates checked for a plus or minus 0 degree rotation about its center.
No 68182
•�
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
* �•
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
ST 1E OF : 4
1=849, 8=849.
O:•• 441
s N A� �
1O
Joaquin Velez PE No.68182
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
T23417511
J40916
B06GE
GABLE
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
6-6-13
6-1-4
5-1-8
4x8 =
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:00 2021 Page 1
I D:sUiidZizgvl I7gABNut1?Jy6VYi-UykC7BORQh5kUAzLZW?cydacUzW_5kXnC4zpCYzVA5L
4x6 =
3 62 63 4
12 10 9
3x4 = 4x6 = 3x8 =
3x4 = 4x6 =
6-1-4
6-6-13
Scale = 1:51.7
3x4 =
0- -13 6-6-13 12-8-1
17-9-9
23-10-13 30-2-13
30- 10
0- -13 6-4-0 6-1-4
5-1-8
6-1-4 6-4-0
0- -13
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [21:0-1-13,0-0-8], [24:0-1-13,0-0-8], [42:0-1-13,0-0-8], [45:0-1-13,0-0-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.71
Vert(LL) 0.18
9-10 >999 360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.64
Vert(CT) -0.27
10-12 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.77
Horz(CT) 0.10
6 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 224 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-11-0
oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-7-10 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 6=0-8-0
Max Horz 1=8(LC 5)
Max Uplift 1=-862(LC 4), 6=-862(LC 5)
Max Grav 1=1480(LC 9), 6=1480(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3103/1789, 2-3=-2340/1447, 3-4=-2137/1426, 4-5=-2341/1447, 5-6=-3102/1789
BOT CHORD 1-12=-1544/2774, 10-12=-1544/2774, 9-10=-1019/1994, 7-9=-1536/2773, 6-7=-1536/2773
WEBS 2-10=-870/583, 3-10=-192/448, 4-9=-206/448, 5-9=-869/583
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 12-8-1, Exterior(2R) 12-8-1 to 16-11-13, Interior(1) 16-11-13 to
,1 1 1 1 1 1 1 1 1�
17-9-9, Exterior(2R) 17-9-9 to 22-1-5, Interior(1) 22-1-5 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
%%
I N VF<
3) Truss designed for loads in the the For to face), Standard Industry
,,�� PQU
�� ���
wind plane of truss only. studs exposed wind (normal to the see
`�� ,� • G•E•N S'� •.
Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 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.
No 68182
5) Provide adequate drainage to prevent water ponding.
6) All plates are 1x4 MT20 unless otherwise indicated.
7) Plates checked for a plus or minus 0 degree rotation about its center.
= : x
8) Gable studs spaced at 1-4-0 oc.
F
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
.'
10) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
i� •. 4 R ��
�j s • •' C
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb)
1=862, 6=862.
• • • • ��
S
N A� ����•
,0
Joaquin Velez PE No.68182
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
T23417512
J40916
B07
Hip
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
6-5-3
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:00 2021 Page 1
I D:sUiidZizgvl 17gABNut1?Jy6VYi-UykC7BORQh5kUAzLZW?cydadszW 551SnC4zpCYzVA5L
5-11-10 5-8-0 5-11-10
4x8 =
4x6 =
3 21 22 4
6-5-3
Scale = 1:51.7
12 10 9
7
3x4 — 1x4 11 4x6 = 3x8 =
1x4 11 3x4 =
3x4 = 4x6 =
0-�-13 6-5-3 12-4-13 18-0-13 24-0-7
30-2-13 30-5r10
0113 6-2-6 5-11-10 5-8-0 5-11-10
6-2-6 0- -13
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.68
Vert(LL) 0.18 9-10 >999 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.63
Vert(CT) -0.27 10-12 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.71
Horz(CT) 0.10 6 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 146 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied
or 4-7-11 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 6=0-8-0
Max Horz 1=8(LC 5)
Max Uplift 1=-862(LC 4), 6=-862(LC 5)
Max Grav 1=1480(LC 9), 6=1480(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3109/1793, 2-3=-2373/1461, 3-4=-2169/1439, 4-5=-2373/1461, 5-6=-3109/1793
BOT CHORD 1-12=-1549/2781, 10-12=-1549/2781, 9-10=-1039/2029, 7-9=-1541/2780, 6-7=-1541/2780
WEBS 2-10=-840/566, 3-10=-183/441, 4-9=-194/441, 5-9=-839/566
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 3-0-3, Interior(1) 3-0-3 to 12-4-13, Exterior(2R) 12-4-13 to 16-8-9, Interior(1) 16-8-9 to 18-0-13,
Exterior(2R) 18-0-13 to 22-4-9, Interior(1) 22-4-9 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
,`1 1 1 1 1 1 1 1,
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
I N �I��
to the use of this truss component.
`�
�� P (.0
4) Provide adequate drainage to prevent water ponding.
,0 •E•N �� �j
G �i�
5) Plates checked for a plus or minus 0 degree rotation about its center.
���
: •.' �\ S'�: •.
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.
N O 68182
* •�
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
�•
1=862, 6=862.
S OF
%�T• A' P ••��:
�.���'•.<
O R �p•.•G���•
.10�'SS;0 N
Joaquin Velez PE No.68182
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
T23417513
J40916
B08GE
GABLE
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
6-3-13
3x4 —
lu
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:02 2021 Page 1
I D:sUiidZizgvl 17gABNut1?Jy6VYi-QKryYt2hyl LSjU6khwl412fy_nBcZgl4gOSwHQzVA5J
5-104 6-1-8 5-104
4x8 —
4x6 =
3 60 61 4
5x6 —
5x10 —
6-3-13
Scale = 1:51.7
3x4 —
0- -13 6-3-13 12-2-1
18-3-9
24-1-13 30-2-13
30- 10
0- -13 6-1-0 5-10-4
6-1-8
5-10 4 6-1-0
0- -13
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [8:0-2-4,0-3-0], [9:0-1-12,0-3-0], [19:0-1-13,0-0-81,
[22:0-1-13,0-0-8], [40:0-1-13,0-0-8], [43:0-1-13,0-0-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.71
Vert(LL) 0.18
8-9 >999 360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.63
Vert(CT) -0.28
8-9 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.66
Horz(CT) 0.10
6 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 222 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-8-3 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 4-8-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 6=0-8-0
Max Horz 1=8(LC 5)
Max Uplift 1=-856(LC 4), 6=-856(LC 5)
Max Grav 1=1480(LC 9), 6=1480(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3113/1784, 2-3=-2429/1479, 3-4=-2198/1440, 4-5=-2402/1463, 5-6=-3113/1783
BOT CHORD 1-10=-1543/2785, 9-10=-1543/2785, 8-9=-1050/2056, 7-8=-1534/2786,
6-7=-1534/2786
WEBS 2-9=-791/540, 3-9=-179/442, 4-8=-179/435, 5-8=-810/549
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; VuIt=165mph (3-second gust) Vasd=128mph; TIC DL=7.0psf; BCDL=5.0psf; h=17ft; Cat. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 12-2-1, Exterior(2R) 12-2-1 to 16-5-13, Interior(1) 16-5-13 to 18-3-9,
11111 111111�
Exterior(2R) 18-3-9 to 22-7-5, Interior(1) 22-7-5 to 30-6-1; 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
%%
N V F<
Gable End Details building designer ANSI/TPI 1.
,��� PQU •E•N
as applicable, or consult qualified as per
��� ,�
G S'� •.� ��
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
: �.' �\
to the use of this truss component.
5) Provide adequate drainage to prevent water ponding.
No 68182
6) All plates are 1x4 MT20 unless otherwise indicated.
* �� •:
7) Plates checked for a plus or minus 0 degree rotation about its center.
8) Gable studs spaced at 1-4-0 oc.
•:.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
S F 441
10) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
.�
%
will fit between the bottom chord and any other members.
Al Q �.'
0
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb)
�� '•, Q R \
1=856, 6=856.
If fit1111�
Joaquin Velez PE No.68182
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
T23417514
J40916
B09
Hip
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:02 2021 Page 1
I D:sUiidZizgvl 17gABNut1?Jy6VYi-QKryYt2hylLSjU6khwl412f?2n8TZkX4gOSwHQzVA5J
5-6-13 10-8-1 15-2-13 19-9-9 24-10-13 30-5-10
5-6-13 5-1 4 4-6-12 4-6-12 5-1-4 5-6-13
44 =
13 12
3x4
1x4 II 3x8 =3x6 =
=
5-6-13 10-8-1
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.57
TCDL 12.0
Lumber DOL 1.25
BC 0.83
BCLL 0.0 *
Rep Stress Incr YES
WB 0.42
BCDL 8.0
Code FBC2020/TPI2014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Horz 1=8(LC 5)
Max Uplift 1=-863(LC 4), 7=-863(LC 5)
Max Grav 1=1480(LC 9), 7=1480(LC 9)
Scale = 1:51.7
3x4 = 4x4 =
4 5
3x6 =3x8 = 1x4 II 3x4 =
19-9-9 24-10-13 30-2-13
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
Vert(LL)
-0.19
9-12
>999
360
MT20 244/190
Vert(CT)
-0.42
9-12
>864
240
Horz(CT)
0.10
7
n/a
n/a
Weight: 147 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-1-2 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=-3149/1825, 2-3=-2568/1537, 3-4=-2361/1501, 4-5=-2361/1501, 5-6=-2568/1537,
6-7=-3149/1825
BOT CHORD 1-13=-1592/2827, 12-13=-1592/2827, 9-12=-1303/2431, 8-9=-1584/2827, 7-8=-1584/2827
WEBS 2-12=-669/494, 3-12=-294/609, 4-12=-331/235, 4-9=-331/235, 5-9=-294/609,
6-9=-669/494
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 10-8-1, Exterior(2R) 10-8-1 to 15-2-13, Interior(1) 15-2-13 to 19-9-9,
Exterior(2R) 19-9-9 to 24-1-5, Interior(1) 24-1-5 to 30-6-1; 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 100 lb uplift at joint(s) except Qt=lb)
1=863, 7=863.
,,,,1►IIIIIIIIIII�'
I N VFW �ii
No 68182
x
�-'0 ' S OF ' 44/'
C),����
ON
Joaquin Velez PE No.68182
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
T23417515
J40916
B10
Hip
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:03 2021 Page 1
I D:sUiidZizgvl 17gABNut1?Jy6VYi-vXPKID2JjcTJLehwEeYJaGCAJBWg IChEu2BTptzVA51
5-3-13 10-2-1 15-2-13 2%3-9 25-1-13 30-5-10
5-3-13 4-10-4 5-0-12 5-0-12 4-10-4 5-3-13
4x8 =
1x4 II
23 4 24
4x8 =
14 13 '— 11 '- 9 8
3x4 1 x4 11 3x4 = 3x6 =
3x8 =
3x6 = 3x4 = 1x4 11
Scale = 1:51.7
3x4 =
V
]A
O
03 5-3-13 10-2-1 15-2-13
20-3-9
25-1-13 30-2-13 30- 10
01113 5-1-0 4- 0-4 5-0-12
5-0-12
4-10-4 5-1-0 0- -13
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.54
Vert(LL) 0.20
11 >999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.64
Vert(CT) -0.29
11 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.36
Horz(CT) 0.10
7 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 152 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood
sheathing directly applied or 3-1-8 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, 7=0-8-0
Max Horz 1=8(LC 5)
Max Uplift 1=-861(LC 4), 7=-861(LC 5)
Max Grav 1=1480(LC 9), 7=1480(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3164/1822, 2-3=-2612/1567, 3-4=-2698/1691, 4-5=-2698/1691, 5-6=-2612/1567,
6-7=-3164/1822
BOT CHORD 1-14=-1593/2843, 13-14=-1593/2843, 11-13=-1187/2282, 9-11=-1179/2282,
8-9=-1585/2843, 7-8=-1585/2843
WEBS 2-13=-632/453, 3-13=-152/360, 3-11=-243/440, 4-11=-450/359, 5-11=-243/440,
5-9=-152/360. 6-9=-6 32/453
NOTES-
1) Unbalanced roof live loads have been considered for this design.
,1 1 11 111 1 /
///
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 10-2-1, Exterior(2R) 10-2-1 to 14-5-13, Interior(1) 14-5-13 to 20-3-9,
��
INV�< //�
Exterior(2R) 20-3-9 24-7-5, Interior(1) 24-7-5 to 30-6-1; left Lumber DOL=1.60 DOL=1.60
,��PQU
to cantilever and right exposed ; plate grip
`�� ,� • • G•E•N S ' •.•
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.
No 68182
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.
O F
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
O••,
4
1=861,7=861.
�'�•• C OP.•\�``
0NA�
Joaquin Velez PE No.68182
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
T23417516
J40916
B11
Hip
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:04 2021 Page 1
ID:sUiidZizgv117gABNutl?Jy6VYi-NjzjzY3yUwbAynG6oL3Y6TkHWaph1 euN7ixl LJzVA5H
4-6-13 8-8-1 15-2-13 21-9-9 2511 13 30-5-10
4-6-13 4-1-4 6-6-12 6-6-12 4-1 4 4-6-13
5.00 12
3x4 =
4x8 =
1x4 II
4x8 =
5 20 4 21 5
12 10 8
3x4 = 4x6 = 3x8 = 4x6 = 3x4 =
Scale = 1:51.7
3x4 =
0- -13 8-8-1 15-2-13
21-9-9
30-2-13
30- 10
0- -13 8-5-4 6-6-12
6-6-12
8-5-4
0- -13
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.77
Vert(LL) 0.24
10 >999
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.85
Vert(CT) -0.34
10-12 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.43
Horz(CT) 0.10
7 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 143 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing
directly applied or 2-2-0 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, 7=0-8-0
Max Horz 1=8(LC 5)
Max Uplift 1=-861(LC 4), 7=-861(LC 5)
Max Grav 1=1480(LC 9), 7=1480(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3178/1878, 2-3=-2789/1632, 3-4=-3175/1927, 4-5=-3175/1927, 5-6=-2789/1632,
6-7=-3178/1878
BOT CHORD 1-1 2=-1 652/2868, 10-12=-1280/2471, 8-1 0=-1 280/2471, 7-8=-1644/2868
WEBS 2-12=-446/409, 3-12=-86/355, 3-10=-415/697, 4-10=-602/464, 5-10=-415/697,
5-8=-86/355, 6-8=-446/409
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. II; Exp D; Encl.,
,111 1 1 1 1 1 I
to
E terior 2R 21-9-9tto126-1-1, IOn eriornl 26-1I1tto 3016-1; cantilever left and rightRe 8-8-1 exposed Lumber DOL=1 6(0) plate rip DOL=1960
( ) () 9 P P grip
��,,, U N V','
F� �I
3) Building Designer / Project for live load loading
�� P.Q • •
��
engineer responsible verifying applied roof shown covers rain requirements specific
`�� ,� • G•E•N S'� •.• 0
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.
No 68182
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.
Z
•
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
ST O F 1
1=861, 7=861.
O•.•
Joaquin Velez PE No.68182
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
T23417517
J40916
B12
Hip
1
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:05 2021 Page 1
ID:sUiidZizgvl l7gABNut1?Jy6VYi-rvX5Au4aFDjl axrJM3bnfhHTQ_Adm37WMMgauIzVA5G
4-3-13 8-2-1 15-2-13 22-3-9 26-1-13 30-5-10
4-3-13 3-10 4 7-0-12 7-0-12 3-10 4 4-3-13
5.00 12
3x4 =
4x8 =
20
5x5 =
12 10
3x4 = 4x6 = 3x8 =
21
4x8 =
4x6 = 3x4 =
Scale = 1:51.7
3x4 =
0- -13 8-2-1 15-2-13 22-3-9 30-2-13 30- 10
0- -13 7-11-4 7-0-12 7-0-12 7-114 0- -13
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [4:0-2-8,0-3-4], [5:0-5-4,0-2-0]
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*
4-5,3-4: 2x4 SP No.1
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Horz 1=6(LC 5)
Max Uplift 1=-860(LC 4), 7=-860(LC 5)
Max Grav 1=1480(LC 9), 7=1480(LC 9)
M
a
A
M
A
O
CSI.
DEFL. in
(loc) I/deft
L/d
PLATES GRIP
TIC 0.76
Vert(LL) 0.25
10 >999
360
MT20 244/190
BC 0.80
Vert(CT) -0.36
8-10 >999
240
WB 0.56
Horz(CT) 0.11
7 n/a
n/a
Matrix -MS
Weight: 142 lb FT = 0%
BRACING -
TOP CHORD
Structural wood sheathing
directly applied or 2-2-0 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=-3188/1870, 2-3=-2842/1657, 3-4=-3378/2022, 4-5=-3378/2022, 5-6=-2842/1657,
6-7=-3188/1870
BOT CHORD 1-12=-1645/2877, 10-12=-1311/2531, 8-10=-1318/2531, 7-8=-1639/2877
WEBS 2-12=-391/368, 3-12=-72/338, 3-10=-493/844, 4-10=-651/500, 5-10=-493/844,
5-8=-72/338, 6-8=-391/368
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 8-2-1, Exterior(2R) 8-2-1 to 12-5-13, Interior(1) 12-5-13 to 22-3-9,
Exterior(2R) 22-3-9 to 26-4-2, Interior(1) 26-4-2 to 30-6-1; 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 100 lb uplift at joint(s) except (jt=lb)
1=860, 7=860.
0VIIIIIIIIII////
%,,PaU I N
G•E•N S '
No 68182
� 0 S T O F ' 44J
Joaquin Velez PE No.68182
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
T23417518
J40916
B13G
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 06:34:06 2021 Page 1
I D:sUiidZizgvl 17gABN utl?Jy6VYi-J65TOE5COXstC5QVwm6OCugejOXlVYtgaOQ7QBzVA5F
3-6-6 6-7-3 10-11-14 15-2-13 19-5-12 23-10-7 26-11-4 , 30-5-10
3-6-6 3-0-13 4-4-11 4-2-15 4-2-15 4-4-11 3-0-13 3-6-6
Special Special
4x8 M18SHS — 3x4 = Special Special
5.00 12
Special 3x8 M18SHS — 1x4 11
3 27 428 5 29 30 6 31
Special
4x8 M18SHS =
Special 3x4 — Special
32 733 34 8
16 17 37 16 38 39 40 15 14 41 13 42 43 12 11
3x6 = 2x4 11 3x4 = Special
HJC26
"Special" indicates special hanger(s) or other
connection device(s) required at location(s)
shown. The design/selection of such special
connection device(s) is the responsibility of
others. This applies to all applicable truss
designs in this job.
3x4 = Special Special 6x6 = Special 3x4 = Special
Special
3x8 — Special
Special
3x4 = 2x4 11
HJC26
Scale = 1:50.8
3x6 =
M
M
Io
0- -13 3-6-6 6-7-3 10-11-14 15-2-13 19-5-12 23-10-7
26-11-4 30-2-13 30 10
0- -13 3-3-9 3-0-13 4-4-11 4-2-15 4-2-15 4-4-11
3-0-13 3-3-9 0- - 3
Plate Offsets (X,Y)-- [1:0-4-6,0-1-13], [3:0-5-4,0-2-0], [8:0-5-4,0-2-0], [10:0-4-6,0-1-13]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.72
Vert(LL) 0.63 15 >584 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.71
Vert(CT) -0.49 15 >745 240
M18SHS 244/190
BCLL 0.0
Rep Stress Incr NO
WB 0.40
Horz(CT) -0.12 10 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 354 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins.
3-5,5-8: 2x4 SP No.1 BOT CHORD 4-0-0 oc bracing.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 10=0-8-0
Max Horz 1=8(LC 5)
Max Uplift 1=-2930(LC 4), 10=-2930(LC 5)
Max Grav 1=3257(LC 19), 10=3258(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7657/6985, 2-3=-7651/7134, 3-4=-9274/8690, 4-6=-9980/9335, 6-7=-9980/9335,
7-8=-9277/8692, 8-9=-7652/7135, 9-10=-7658/6986
BOT CHORD 1-18=-6371/7008, 17-18=-6371/7008, 16-17=-6478/7051, 15-16=-8460/9199,
13-15=-8469/9203, 12-13=-6470/7052, 11-12=-6364/7009, 10-11 =-6364/7009
WEBS 2-17=-629/588, 3-17=-1122/1192, 3-16=-2368/2545, 4-16=-1186/1264, 4-15=-785/845,
6-15=-723/845, 7-15=-783/841, 7-13=-1184/1263, 8-13=-2369/2548, 8-12=-1122/1191,
9-12=-628/588
NOTES -
vIl
1) truss to be connected together with 10d (0.131"x3") nails as follows:
���,,,001 N
• •E•N •
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
���, ,OP, •
S'� •.� ��
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
No 68182
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.,
= x
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 6-7-2, Exterior(2R) 6-7-2 to 10-11-14, Interior(1) 10-11-14 to 23-10-7,
S O F :
Exterior(2R) 23-10-7 to 28-2-4, Interior(1) 28-2-4 to 30-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
O•••
4
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.
i� •. O R \ , \ `�
�j s
6) Provide adequate drainage to prevent water ponding.
.......
7) All es are 0 less otherwise indicated.
sornminus
Plates checked fora plus
8) Platt0 degree rotation about its center.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
Joaquin Velez PE No.68182
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
MiTek USA, Inc. FL Cert 6634
will fit between the bottom chord and any other members.
6904 Parke East Blvd. Tampa FL 33610
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
Date:
1=2930,10=2930.
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
T23417518
J40916
B13G
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 06:34:06 2021 Page 2
I D:sUiidZizgv117gABN utl?Jy6VYi-J65TOE5COXstC5QVwm6OCugejOXl VYtgaOQ7QBzVA5F
NOTES-
12) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 17-2-9 oc max. starting at 6-7-8 from the left end to 23-10-2 to connect
truss(es) to back face of bottom chord.
13) Fill all nail holes where hanger is in contact with lumber.
14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 273 lb down and 344 lb up at 8-7-14, 284 lb down and 365 lb up at
10-7-14, 274 lb down and 365 lb up at 12-7-14, 274 lb down and 365 lb up at 14-7-14, 274 lb down and 365 lb up at 15-9-12, 274 lb down and 365 lb up at 17-9-12, and
284 lb down and 365 lb up at 19-9-12, and 273 lb down and 344 lb up at 21-9-12 on top chord, and 72 lb down and 52 lb up at 8-7-14, 71 lb down and 36 lb up at
10-7-14, 71 lb down and 36 lb up at 12-7-14, 71 lb down and 36 lb up at 14-7-14, 71 lb down and 36 lb up at 15-9-12, 71 lb down and 36 lb up at 17-9-12, and 71 lb
down and 36 lb up at 19-9-12, and 72 lb down and 52 lb up at 21-9-12 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, 3-8=-64, 8-10=-64, 19-22=-16
Concentrated Loads (lb)
Vert: 14=-53(B) 17=-734(B) 12=-734(B) 27=-104(B) 28=-119(B) 29=-119(B) 30=-119(B) 31=-119(B) 32=-119(B) 33=-119(B) 34=-104(B) 37=-58(B) 38=-53(B)
39=-53(B) 40=-53(B) 41 =-53(B) 42=-53(B) 43=-58(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
oty
Ply
Baron Island Storage
T23417519
J40916
B14G
Hip Girder
1
Job Reference (optional)
Last uoasi I russ, ri. vierce, rL - 34!14b, b.46U s Mar 2z zuzl MI I eK Industries, Inc. I nU Apr I Ub:34:US ZUZI rage I
ID:sUiidZizgvl 17gABNut1?Jy6VYi-FUDDow6SY86bRPau1 B8UHJvzpCBrzRLz2KvEU4zVA5D
3-3-6 , 6-1-3 10-8-14 15-2-13 19-8-12 , 24-4-8 , 27-2-4 30-5-10
3-3-6 2-9-13 4-7-11 4-5-15 4-5-15 4-7-11 2-9-13 3-3-6
Special Special
4x8 M18SHS — 3x4 = Special Special
5.00 12 Special Special 3x8 M18SHS = 1x4 11
3 26 27 4 5 28 6 29
Special
4x8 M18SHS =
Special 3x4 Special
30 7 31 32 8
Scale = 1:51.1
N
M
Io
18 17 34 35 115 36 37 15 14 38 39 13 40 41 12 11
3x8 = 2x4 11 3x4 = Special 3x4 = Special Special 6x6 = Special 3x4 = Special 3x4 = 2x4 11 3x8 =
HJC26 Special 3x8 = Special HJC26
Special
Special
0- -13 3-3-6 6-1-3 10-8-14
15-2-13
19-8-12
24-4-8
27-2-4 30-2-13 30 10
0- - 3 3-0-9 2-9-13 4-7-11
4-5-15
4-5-15
4-7-11
2-9-13 3-0-9 0- -13
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [8:0-5-4,0-2-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC
0.81
Vert(LL) 0.73
15 >503 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC
0.77
Vert(CT) -0.58
15 >633 240
M18SHS 244/190
BCLL 0.0
Rep Stress Incr NO
WB
0.46
Horz(CT) -0.13
10 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 350 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 `Except'
TOP CHORD
Structural wood sheathing directly applied or 3-9-13 oc purlins.
3-5,5-8: 2x4 SP No.1
BOT CHORD
4-0-0 oc bracing.
BOT CHORD 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 10=0-8-0
Max Horz 1=-6(LC 15)
Max Uplift 1=-3055(LC 4), 10=-3058(LC 5)
Max Grav 1=3380(LC 19), 10=3382(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7911/7241, 2-3=-8031/7484, 3-4=-10105/9476, 4-6=-11029/10360,
6-7=-11029/10360, 7-8=-10113/9488, 8-9=-8036/7493, 9-10=-7916/7249
BOT CHORD 1-18=-6605/7246, 17-18=-6605/7246, 16-17=-6817/7420, 15-16=-9261/10036,
13-15=-9279/10043, 12-13=-6822/7425, 11-12=-6606/7251, 10-11=-6606/7251
WEBS 2-18=-242/289, 2-17=-661/632, 3-17=-1130/1226, 3-16=-2807/2993, 4-16=-1272/1362,
4-15=-1032/1065, 6-15=-805/970, 7-15=-1019/1056, 7-13=-1274/1364, 8-13=-2811/2995,
8-12=-1130/1226, 9-12=-662/633, 9-11=-242/289
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=165m h 3-secondgust) Vasd=128m h• TCDL=7.0 sf• BCDL=4.8 sf• h=17ft; Cat. 11; Ex D• Encl.
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-3-6, Interior(1) 3-3-6 to 6-1-2, Exterior(2R) 6-1-2 to 10-4-15, Interior(1) 10-4-15 to 24-4-7,
Exterior(2R) 24-4-7 to 28-8-4, Interior(1) 28-8-4 to 30-6-1; 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) All plates are MT20 plates unless otherwise indicated.
8) Plates checked for a plus or minus 0 degree rotation about its center.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb)
1=3055, 10=3058.
Continued on page 2
,,,,�IIIIIIIIII�I,'
I N
No 68182
:X
�53 S OF 't4/'
.
till
fit it N AII �"%*C� �.
Joaquin Velez PE No.68182
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
T23417519
J40916
B14G
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 06:34:08 2021 Page 2
ID:sUiidZizgvl 17gABNut1?Jy6VYi-FUDDow6SY86bRPau1 B8UHJvzpCBrzRLz2KvEU4zVA5D
NOTES-
12) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 18-2-10 oc max. starting at 6-1-8 from the left end to 24-4-2 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) 279 lb down and 351 lb up at 8-1-14, 273 lb down and 351 lb up at
10-1-14, 264 lb down and 351 lb up at 12-1-14, 264 lb down and 351 lb up at 14-1-14, 264 lb down and 351 lb up at 15-2-13, 264 lb down and 351 lb up at 16-3-12, 264
lb down and 351 lb up at 18-3-12, and 273 lb down and 351 lb up at 20-3-12, and 279 lb down and 351 lb up at 22-3-12 on top chord, and 67 lb down and 42 lb up at
8-1-14, 67 lb down and 42 lb up at 10-1-14, 67 lb down and 42 lb up at 12-1-14, 67 lb down and 42 lb up at 14-1-14, 67 lb down and 42 lb up at 15-2-13, 67 lb down and
42 lb up at 16-3-12, 67 lb down and 42 lb up at 18-3-12, and 67 lb down and 42 lb up at 20-3-12, and 67 lb down and 42 lb up at 22-3-12 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, 3-8=-64, 8-10=-64, 19-22=-16
Concentrated Loads (lb)
Vert: 5=-109(F) 17=-707(F) 15=-54(F) 6=-109(F) 12=-707(F) 26=-109(F) 27=-109(F) 28=-109(F) 29=-109(F) 30=-109(F) 31=-109(F) 32=-109(F) 34=-54(F)
35=-54(F) 36=-54(F) 37=-54(F) 38=-54(F) 39=-54(F) 40=-54(F) 41=-54(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
T23417520
J40916
B15
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 06:34:09 2021 Page 1
ID:sUiidZizgv117gABNutl?Jy6VYi-jgmcOG74JSES3Z94bvfjpXSBLbZDiul6H_en1 WzVA5C
5-6-13 10 4-13 12-8-10 15-2-13 17-9-0 20-0-13 24-10-13 30-5-10
5-6-13 4-10-0 2-3-13 2-6-3 2-6-3 2-3-13 4-10-0 5-6-13
4x8 =
AvA =
4x4 =
Scale = 1:53.5
17 16 .— 14 13 '` 11 10
3x4 — 3x6 3x4 = 3x6 = 3x8 = 3x4 = 3x6 11 3x4 =
3x8 =
3x6 =
0- -13 5-6-13 10-4-13 12-8-10 17-9-0 20-0-13 24-10-13 30-2-13 30 10
0- -13 5-4-0 4-10-0 2-3-13 5-0-6 2-3-13 4-10-0 5-4-0 0- -13
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0],[7:0-5-4,0-2-0]
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.2
WEBS
2x4 SP No.3 *Except*
2-17,8-10: 2x6 SP No.2
CSI.
DEFL.
in (loc) I/dell L/d
PLATES GRIP
TIC 0.57
Vert(LL)
0.17 10-23 >401 360
MT20 244/190
BC 0.70
Vert(CT)
0.15 10-23 >446 240
WB 0.48
Horz(CT)
0.04 10 n/a n/a
Matrix -MS
Weight: 176 lb FT = 0%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-7-10 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 5-2-2 oc bracing.
REACTIONS. (size) 1=0-8-0, 9=0-8-0, 10=0-8-0
Max Horz 1=50(LC 5)
Max Uplift 1=-683(LC 5), 9=-430(LC 5), 10=-1489(LC 5)
Max Grav 1=1139(LC 9), 9=59(LC 12), 10=1814(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2314/1446, 2-3=-1712/1176, 3-4=-1555/1157, 4-5=-1737/1331, 5-6=-1293/1065,
6-7=-1148/928, 7-8=-943/711, 8-9=-163/683
BOT CHORD 1-17=-1286/2059, 16-17=-1286/2059, 14-16=-864/1445, 13-14=-572/1040,
11-13=-345/697, 10-11=-600/211, 9-10=-600/211
WEBS 2-16=-696/476, 3-16=-188/357, 4-14=-796/632, 5-14=-683/970, 6-13=-641/555,
7-13=-559/762, 7-11=-615/443, 8-11=-635/1466, 8-1 0=-1 708/1043
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 10-4-13, Exterior(2E) 10-4-13 to 12-8-10, Interior(1) 12-8-10 to
15-2-13, Exterior(2E) 15-2-13 to 17-9-0, Interior(1) 17-9-0 to 20-0-13, Exterior(2R) 20-0-13 to 23-1-7, Interior(1) 23-1-7 to 30-6-1;
cantilever left and right exposed ; porch 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 100 lb uplift at joint(s) except Qt=lb)
1=683, 9=430, 10=1489.
,,,,1►IIIIIIIIIII�'
,% P .. I IN VFW �ii
No 68182 ;
x
�_,0 ' ST OF ' 411
44/
If fit
Joaquin Velez PE No.68182
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
oty
Ply
Baron Island Storage
T23417521
J40916
B16
Hip
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:09 2021 Page 1
ID:sUiidZizgvl l7gABNut1?Jy6VYi-jgmcOG74JSES3Z94bvfjpXS9ebZaimo6H_en1 WzVA5C
5-6-13 8-4-13 15-2-13 22-0-13 24-10-13 30-5-10
5-6-13 2-10-0 6-10-0 6-10-0 2-10-0 5-6-13
5.00 12
4x8 =
1x4 II
4x8 =
5 23 4 24 5
Scale = 1:51.7
3x4 — 3x6 11 3x4 — 3x6 = 3x8 — 3x6 — 3x4 = 3x6 11 3x4 —
0- -13 5-6-13 8-4-13 15-2-13 22-0-13 24-19-13 30-2-13 30- 10
0- -13 5-4-0 2-10-0 6-10-0 6-10-0 2-10-0 54-0 0- -13
Plate Offsets (X,Y)-- [3:0-5-4,0-2-0], [5:0-5-4,0-2-0]
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.2
WEBS
2x4 SP No.3 *Except*
2-14,6-8: 2x6 SP No.2
0
A
M
IA
O
CSI.
DEFL.
in (loc) I/deft L/d
PLATES GRIP
TC 0.68
Vert(LL)
0.16 8-20 >418 360
MT20 244/190
BC 0.67
Vert(CT)
-0.18 11-13 >999 240
WB 0.96
Horz(CT)
0.04 8 n/a n/a
Matrix -MS
Weight: 150 lb FT = 0%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 3-5-12 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 5-5-5 oc bracing.
REACTIONS. (size) 1=0-8-0, 7=0-8-0, 8=0-8-0
Max Horz 1=8(LC 5)
Max Uplift 1=-667(LC 4), 7=-420(LC 5), 8=-1453(LC 4)
Max Grav 1=1126(LC 9), 8=1886(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2256/1328, 2-3=-1907/1183, 3-4=-1798/1178, 4-5=-1798/1178, 5-6=-520/439,
6-7=-197/850
BOT CHORD 1-1 4=-1 127/2000, 13-14=-1127/2000, 11-13=-855/1664, 9-11 =-1 22/325, 8-9=-759/236,
7-8=-759/236
WEBS 2-13=-453/360, 3-13=-173/365, 4-11=-639/496, 5-11=-889/1560, 5-9=-858/491,
6-9=-471/1444, 6-8=-1790/921
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 8-4-13, Exterior(2R) 8-4-13 to 12-8-9, Interior(1) 12-8-9 to 22-0-13,
Exterior(2R) 22-0-13 to 26-4-9, Interior(1) 26-4-9 to 30-6-1; cantilever left and right exposed ; porch 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 100 lb uplift at joint(s) except Qt=lb)
1=667, 7=420, 8=1453.
PGU I N VF< �•.
No 68182
:XZ
� 3S OF 't4/�
1111111111
ON
Joaquin Velez PE No.68182
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
T23417522
J40916
B17G
Hip Girder
1
Lel
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:11 2021 Page 1
I D:sUiidZizgvl 17gABNut1?Jy6VYi-g3uMRy9Lg3UAIsITiJ hBvyXRI PD5AhfPkl7u5PzVA5A
3-0-13 6 4-13 12-3-8 15-2-13 18-2-2 1 24-0-13 27-4-13 30-5-10
3-0-13 3-4-0 5-10-11 2-11-5 2-11-5 5-10-11 3-4-0 3-0-13
6x10 M18SHS = Special Special
5.00 12 Special Special 2x4 11 6x6 = 3x4 =
3 25 26 4 5 6 27
6x10 M18SHS =
2x4 II Special Special Special
7 28 29 8
Scale = 1:51.1
17 16 31 32 33 15 34 14 13 35 36 37 12 11
3x8 = 2x4 11 7x6 = Special Special 7x10 Special 6x6 = 7x10 Special Special HJC26 7x6 = 4 11 3x8 =
HJC26 THD26-2 Special THD26-2
FASTEN TRUSS TO BEARING FOR
THE UPLIFT REACTION SHOWN
WHILE PERMITTING NO UPWARD
MOVEMENT OF THE BEARING.
0-� 13 3-0-13 5-6-13 12-3-8 18-2-2 24-10-13 27-4-13 30-2-13 30:Sr10
0-2-'13 2-11-0 2-6-0 6-8-11 5-10-10 6-8-11 2_ _6
2-10-0 0- -13
Plate Offsets (X,Y)-- [1:0-4-0,0-0-14], [3:0-5-12,0-2-0], [5:0-3-0,Edge], [8:0-5-12,0-2-0], [10:0-4-0,0-0-14], [12:0-2-4,0-4-12], [13:0-2-0,0-4-4], [15:0-4-8,0-4-4], [16:0-2-4,0-4112]
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
NO
BCDL
8.0
Code FBC2020/TP12014
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
3-5,5-8: 2x6 SP No.2
BOT CHORD
2x6 SP No.2
WEBS
2x4 SP No.3 *Except*
3-16,8-12: 2x8 SP DSS, 3-15,8-13: 2x4 SP No.2
CSI.
DEFL.
in (loc) I/deft L/d
PLATES
GRIP
TIC 0.92
Vert(LL)
0.51 13-15 >593 360
MT20
244/190
BC 0.80
Vert(CT)
0.4013-15 >751 240
M18SHS
244/190
WB 0.94
Horz(CT)
-0.07 12 n/a n/a
Matrix -MS
Weight: 388 lb
FT = 0%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 4-4-10
oc purlins.
BOT CHORD
Rigid ceiling directly applied or 5-2-2 oc bracing.
WEBS
1 Row at midpt 8-13
REACTIONS. (size) 1=0-8-0, 10=0-8-0, 12=0-8-0
Max Horz 1=-8(LC 4)
Max Uplift 1=-3095(LC 4), 10=-2295(LC 26), 12=-8321(LC 5)
Max Grav 1=3238(LC 26), 10=2339(LC 5), 12=7987(LC 26)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7465/7240, 2-3=-7931/7822, 3-4=-10033/10241, 4-6=-10028/10234, 6-7=-6314/6539,
7-8=-6318/6545, 8-9=-6262/6220, 9-10=-5943/5916
BOT CHORD 1-17=-6615/6843, 16-17=-6615/6843, 15-16=-6741/6882, 13-15=-8290/8224,
12-13=-3306/3383, 11-12=-5440/5518, 10-11=-5440/5518
WEBS 2-17=-552/592, 2-16=-886/827, 3-16=-1092/1224, 3-15=-3621/3382, 4-15=-1206/1502,
6-15=-2314/2323, 6-13=-2653/2637, 7-13=-1131/1424, 8-13=-10679/10502,
8-12=-7845/8149, 9-12=-357/470
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) 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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-13, Interior(1) 3-0-13 to 6-4-13, Exterior(2R) 6-4-13 to 10-8-9, Interior(1) 10-8-9 to 24-0-13,
Exterior(2R) 24-0-13 to 28-4-9, Interior(1) 28-4-9 to 30-6-1; cantilever left and right exposed ; porch 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) All plates are MT20 plates unless otherwise indicated.
8) Plates checked for a plus or minus 0 degree rotation about its center.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
Continued on page 2
'111►111111///I/,
POU IN
No 68182
:XZ
� 3S tTEF't4/A,P •• �441:
I�� N A� �%%%C? %
Joaquin Velez PE No.68182
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
T23417522
J40916
B17G
Hip Girder
1
2
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:11 2021 Page 2
I D:sUiidZizgvl 17gABNut1?Jy6VYi-g3uMRy9Lg3UAIsITiJ hBvyXRI PD5AhfPkl7u5PzVA5A
NOTES-
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 1=3095, 10=2295, 12=8321.
12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer
must provide for uplift reactions indicated.
13) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 17-7-4 oc max. starting at 6-5-3 from the left end to 24-0-7 to connect
truss(es) to back face of bottom chord.
14) Use USP THD26-2 (With 18-16d nails into Girder & 12-10d nails into Truss) or equivalent spaced at 5-10-11 oc max. starting at 12-3-8 from the left end to 18-2-2 to
connect truss(es) to back face of bottom chord.
15) Fill all nail holes where hanger is in contact with lumber.
16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 486 lb down and 732 lb up at 12-3-8, 486 lb down and 732 lb up at
18-2-3, 291 lb down and 364 lb up at 8-5-9, 285 lb down and 364 lb up at 10-5-9, 188 lb down and 250 lb up at 14-2-9, 188 lb down and 250 lb up at 16-3-1, 285 lb
down and 364 lb up at 20-0-1, and 291 lb down and 364 lb up at 22-0-1, and 591 lb down and 699 lb up at 24-0-13 on top chord, and 69 lb down and 36 lb up at 8-5-9,
69 lb down and 36 lb up at 10-5-9, 279 lb down and 225 lb up at 14-2-9, 279 lb down and 225 lb up at 16-3-1, and 69 lb down and 36 lb up at 20-0-1, and 69 lb down
and 36 lb up at 22-0-1 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, 8-10=-64, 18-21=-16
Concentrated Loads (lb)
Vert: 5=-47(B) 8=-73(B) 14=-223(B) 15=-877(B)4=-401(F) 7=-401(F) 13=-877(B) 25=-122(B) 26=-122(B) 27=-47(B) 28=-122(B) 29=-122(B) 31=-720(B) 32=-53(B)
33=-53(B) 34=-223(B) 35=-53(B) 36=-53(B)37=-15(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
T23417523
J40916
B18
Common
1
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:12 2021 Page 1
I D:sUiidZizgv117gABN utl ?Jy6VYi-8FSkel9zbNcl wOtfG 1 DQR94kDpgRvMjYzytSdrzVA59
3-3-13 3-3-13
4x4 —
11 2 12
2x4 — 2x4 —
3-3-13 6-4-13 6-7-1
Scale = 1:14.2
M
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 0.40
Vert(LL) 0.02
4-7 >999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.34
Vert(CT) 0.02
4-7 >999
240
BCLL 0.0
Rep Stress Incr YES
WB 0.05
Horz(CT) -0.00
3 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 23 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 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-4-0, 3=0-4-0
Max Horz 1=50(LC 5)
Max Uplift 1=-509(LC 5), 3=-480(LC 4)
Max Grav 1=388(LC 9), 3=388(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-554/690, 2-3=-554/694
BOT CHORD 1-4=-503/443, 3-4=-503/443
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 3-3-13, Exterior(2R) 3-3-13 to 6-2-1, Interior(1) 6-2-1 to 6-8-1;
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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
1=509, 3=480.
,,,,�IIIIIIIIII�I,'
I N
No 68182
:xZ
S OF 'IIJ'
Joaquin Velez PE No.68182
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
oty
Ply
Baron Island Storage
T23417524
J40916
B19G
Hip Girder
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:13 2021 Page 1
I D:sUiidZizgvl l7gABNut1?Jy6VYi-cSO6sdAbMhkuXASrgkkf__Ncu3D_ueoliBcc?AIzVA58
3-0-0 / '0-3-13'0-3-13' ,_ 3-0-0
Scale = 1:14.3
4x4 =
12
3x4 = 3x4 =
Q-2-1 3-0-0 3-3-13 3-7-10 6-4-13 f-7-1
0-2-13 2-9-3 0-3-13 0-3-13 2-9-3 2-1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.46
Vert(LL) 0.03
4 >999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.46
Vert(CT) 0.03
4 >999
240
BCLL 0.0
Rep Stress Incr NO
WB 0.10
Horz(CT) -0.01
3 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 23 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 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-4-0, 3=0-4-0
Max Horz 1=5(LC 5)
Max Uplift 1=-642(LC 4), 3=-619(LC 5)
Max Grav 1=521(LC 19), 3=508(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-868/1093, 2-3=-870/1092
BOT CHORD 1-4=-886/742, 3-4=-886/742
WEBS 2-4=-408/326
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 3-3-13, Exterior(2E) 3-3-13 to 6-8-1; 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
1=642, 3=619.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 465 lb down and 449 lb up at
3-3-13, and 314 lb down and 326 lb up at 3-7-10 on top chord, and 174 lb down and 310 lb up at 3-0-0, and 65 lb down and 71 lb
up at 3-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-64, 2-3=-64, 5-8=-16
Concentrated Loads (lb)
Vert: 2=-35(B) 4=-22(B) 12=-14(B) 13=-1 21 (B) 14=-18(B)
,,,,1►IIIIIIIII//,/
I N VFW �ii
No 68182 ;
� 3 S F '44/'
Joaquin Velez PE No.68182
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
T23417525
J40916
B20
ATTIC
3
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:13 2021 Page 1
I D:sUiidZizgv117gABN utl?Jy6VYi-cSO6sdAbMhkuXASrgkkf__NcsoDw8edbiBcc?AlzVA58
12-11-9 19-4-9
5-11-11 11-1-1 12-2-7 15-2-13 i 17-6-1 18-3-4 24-5-15 30-5-10
5-11-11 5-1-6 1-1-6 -9-2 2-3-4 2-3-4 -9-2 1-1-6 5-1-6 5-11-11
Scale = 1:51.9
4x4 =
3x6 =
15 -- 13 12 -- 1U
1x4 11 5x6 WB =
3x4
3x4 = 1 x4 11
5x6 WB =
3x6 =
V
IA
6
0-'�-13 5-11-11 11-1-1
19-4-9
24-5-15 30-2-13 30410
0-2-13 5-8-14 5-1-6
8-3-8
5-1-6 5-8-14 0- -13
Plate Offsets (X,Y)-- [2:0-2-8,0-3-0], [8:0-2-8,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL)
-0.51 10-12 >722 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.76
Vert(CT)
-0.82 12-13 >445 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.78
Horz(CT)
0.10 9 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Attic
-0.40 12-13 247 360
Weight: 143 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins.
2-5,5-8: 2x4 SP M 31
BOT CHORD Rigid ceiling directly applied or 5-6-13 oc bracing.
BOT CHORD 2x4 SP No.1 *Except*
JOINTS
1 Brace at Jt(s): 16
11-14: 2x4 SP M 31
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 9=0-8-0
Max Horz 1=19(LC 5)
Max Uplift 1=-726(LC 4), 9=-726(LC 5)
Max Grav 1=1825(LC 10), 9=1825(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-3981/1470, 2-3=-3375/1152, 3-4=-2977/1101, 4-5=-173/308, 5-6=-173/308,
6-7=-2977/1101, 7-8=-3375/1152, 8-9=-3981/1470
BOT CHORD 1-15=-1241/3596, 13-15=-1241/3596, 12-13=-745/2912, 10-12=-1236/3596,
9-10=-1235/3596
WEBS 7-12=-169/763, 8-12=-772/561, 3-13=-169/763, 2-13=-772/561, 4-16=-3454/1368,
6-16=-3454/1368
11 1 11',''
NOTES-
%V1111
,��� PQU 1 N VFW
•E•N
1) Unbalanced roof live loads have been considered for this design.
��� ,�
G S'� •. ��
2) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl.,
: �.' �\
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 15-2-13, Exterior(2R) 15-2-13 to 18-3-7, Interior(1) 18-3-7 to 30-6-1;
cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
No 68182
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
* �� •:
to the use of this truss component.
4) 150.01b AC unit load placed on the interior chord, 15-2-13 from left end, supported at two points, 3-0-0 apart.
Z
•�.
5) Plates checked for a plus or minus 0 degree rotation about its center.
S F
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
.�
0'
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 wide441
Al
will fit between the bottom chord and any other members.
i� •. O R
horive load 30.0panaddsiol bottom (5.
�ss;O N A�
chord adload psf)
9)
la(9 a o
platecapable ofhstanding 100b uplift tjoint(s) except Qt=1b)
Prodeon ofts s to
1�
1=726, 9=726.
Joaquin Velez PE No.68182
11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
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
Cry
Ply
Baron Island Storage
T23417526
J40916
V4
Valley
1
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:15 2021 Page 1
I D:sUiidZizgvl l7gABNut1?Jy6VYi-Yg8tGJCruI_cnUcEx9m73ciJgOlb6j I?fw56EAzVA56
2-0-0
4-0-0
2-0-0
2-0-0
3x4 —
Scale = 1:7.5
5.00 12
2
3
1
2x4
2x4
4-0-0
4-0-0
Plate Offsets (X,Y)-- [2:0-2-0,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 0.19
Vert(LL)
n/a n/a 999
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.12
Vert(CT)
n/a n/a 999
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 3 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix-P
Weight: 10 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-0-0, 3=4-0-0
Max Horz 1=20(LC 5)
Max Uplift 1=-211(LC 5), 3=-191(LC 5)
Max Grav 1=152(LC 9), 3=152(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 1-2=-181/275, 2-3=-181/285
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E); 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) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint 1 and 191 lb uplift at
joint 3.
,,,,1►IIIIIIIII//,/
PQU IN VFW
No 68182 ;
:X=
�_,0 ST OF '4/ON
Joaquin Velez PE No.68182
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
Cry
Ply
Baron Island Storage
T23417527
J40916
V6
Valley
1
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:15 2021 Page 1
I D:sUiidZizgvl l7gABN utl ?Jy6VYi-Yg8tGJCru I_cnUcEx9m73oiA3OkF6hl?fw56EAzVA56
3-1-0 6-2-0
3-1-0 3-1-0
Scale = 1:12.8
4x4 =
1
5.00 12
3
0
o
6
5
4
2x4
1x4 II 6-9-12
2x4
6-2-0
6-2-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.75
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 12.0
Lumber DOL
1.25
BC 0.14
Vert(CT)
n/a
n/a
999
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.13
Horz(CT)
0.00 3
n/a
n/a
BCDL 8.0
Code FBC2020/TPI2014
Matrix-P
Weight: 22 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=6-2-0, 3=6-2-0, 5=6-2-0
Max Horz 1=44(LC 5)
Max Uplift 1=-285(LC 5), 3=-241(LC 5), 5=-395(LC 5)
Max Grav 1=191(LC 9), 3=191(LC 9), 5=342(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-5=-281/432
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E); 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) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint 1, 241 lb uplift at
joint 3 and 395 lb uplift at joint 5.
,,,,1►IIIIIIIII//,/
,�� PQU I N VFW �ii
No 68182 ;
:X=
�-'0 ST OF '4/ON
Joaquin Velez PE No.68182
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
Cry
Ply
Baron Island Storage
T23417528
J40916
V8
Valley
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:16 2021 Page 1
ID:sUiidZizgvl 17gABNut1?Jy6VYi-01 hFUfDTfc6TOdBQVtHMb?EKSQ49r9c8uarfmczVA55
4-0-0 8-0-0
4-0-0 4-0-0
4x4 =
5.00 12
Scale = 1:14.6
2x4
1x4 II
2x4
8-0-0
8-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.77
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.16
Vert(CT) n/a
n/a 999
BCLL 0.0 *
Rep Stress Incr YES
WB 0.12
Horz(CT) 0.00
3 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix-P
Weight: 24 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=8-0-0, 3=8-0-0, 4=8-0-0
Max Horz 1=40(LC 5)
Max Uplift 1=-274(LC 5), 3=-235(LC 5), 4=-375(LC 5)
Max Grav 1=191(LC 9), 3=191(LC 9), 4=351(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-4=-285/415
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E); 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) Gable requires continuous bottom chord bearing.
,1 1 1 1 1 1 1 1 I'
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
��� �/'f
N V F<
fit between bottom
,��� PQU .E•N
will the chord and any other members.
1,
��� ,C
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 235 lb uplift at
joint 3 and 375 lb uplift at joint 4.
No 68182
:X=
ST OF ' 441
R
ON
Joaquin Velez PE No.68182
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
T23417529
J40916
V11
Valley
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:14 2021 Page 1
ID:sUiidZizgvl l7gABN utl ?Jy6VYi-4eaV3zBD7_sl9K11 OSFu Wa94tcO9N EirQGMYikzVA57
5-3-5 10-6-10
5-3-5 5-3-5
4x4 =
Scale = 1:16.7
8 7 6
2x4 G 1x4 II 1x4 II 1x4 11 2x4
10-6-10
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.39
Vert(LL)
n/a
n/a
999
TCDL 12.0
Lumber DOL
1.25
BC 0.13
Vert(CT)
n/a
n/a
999
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.15
Horz(CT)
0.00 5
n/a
n/a
BCDL 8.0
Code FBC2020/TPI2014
Matrix-S
PLATES GRIP
MT20 244/190
Weight: 36 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 10-6-10.
(lb) - Max Horz 1=-28(LC 4)
Max Uplift All uplift 100 lb or less at joint(s) except 1=-145(LC 4), 5=-140(LC 5), 7=-108(LC 6), 6=-507(LC 4),
8=-507(LC 5)
Max Grav All reactions 250 lb or less atjoint(s) 1, 5, 7 except 6=398(LC 9), 8=398(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 4-6=-319/506, 2-8=-319/506
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. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 5-3-5, Exterior(2R) 5-3-5 to 8-3-14, Interior(1) 8-3-14 to 9-9-14;
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) Gable requires continuous bottom chord bearing.
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 lb uplift at joint 1, 140 lb uplift at
joint 5, 108 lb uplift at joint 7, 507 lb uplift at joint 6 and 507 lb uplift at joint 8.
11►11111111it
PQIU IN VF<
No 68182
:X
� 3 S OF ' 1,4/'
%�T • A, P •' ��:
fill, till ill,"0%
Joaquin Velez PE No.68182
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
T23417530
J40916
ZCJ1
Jack -Open
12
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
2x3 =
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:16 2021 Page 1
ID:sUiidZizgvl 17gABNut1?Jy6VYi-01 hFUfDTfc6TOdBQVtHMb?EUVQ4KrAX8uarfmczVA55
0-11-4
0-11-4
0-11-4
Scale = 1:6.8
LOADING (psf)
TCLL 20.0
TCDL 12.0
BCLL 0.0
BCDL 8.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2020/TP12014
CSI.
TC 0.19
BC 0.15
WB 0.00
Matrix -MP
DEFL. in
Vert(LL) 0.00
Vert(CT) -0.00
Horz(CT) 0.00
(loc) I/defl
6 n/r
6 n/r
n/a
L/d
120
120
n/a
PLATES GRIP
MT20 244/190
Weight: 3 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
4-0-0 oc bracing.
REACTIONS. (size) 2=Mechanical, 3=Mechanical
Max Horz 2=-264(LC 4), 3=330(LC 4)
Max Uplift 2=-314(LC 4)
Max Grav 2=77(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 1-2=-367/97
BOT CHORD 1-3=-82/330
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; 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. ,`' 1 � 1 1 1 1 1'
�I�
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 %%� P(,iU N
will fit between the bottom chord and any other members. %,,C •E•N
7) Refer to girder(s) for truss to truss connections. : •.' �\ G ,9 ' -•.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 2.
No 68182
:X=
� 3S OF '/4/�
%�T • A, P •' ��:
fill,
0 N Aoi �"oC� �.
Joaquin Velez PE No.68182
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
T23417531
J40916
ZCA A
Jack -Open
4
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:17 2021 Page 1
I D:sUiidZizgv117gABN utl ?Jy6VYi-U DFdh?D5QvEKOnmc3aob8DnhzgSfadnH6DaDJ3zVA54
0-11-4
0-8-0 1 0-11-4
Scale = 1:6.8
`,`�11111111/////',
P001 N VFW �..
No 68182
�'. S T O F : 44/�/
•
'Q1NA�EG
1111111
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
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 0.02
Vert(LL) -0.00
4 >999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.02
Vert(CT) -0.00
4 >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: 3 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing
directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
4-0-0 oc bracing.
REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-4-0
Max Horz 1=65(LC 4)
Max Uplift 2=-46(LC 4), 3=-12(LC 4), 1=-76(LC
4)
Max Grav 2=25(LC 9), 3=8(LC 6), 1=83(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.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 2, 12 lb uplift at joint 3
and 76 lb uplift at joint 1.
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
T23417532
J40916
ZCJ3
Jack -Open
12
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946,
2x3 =
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:17 2021 Page 1
I D:sUiidZizgvl 17gABNut1?Jy6VYi-UDFdh?D5QvEKOnmc3aob8DnchgMVadnH6DaDJ3zVA54
2-11-4
2-11-4
2-11-4
Scale = 1:11.0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.36
Vert(LL) 0.01
3-6 >999
360
MT20 244/190
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.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 1, 210 lb uplift at
joint 2 and 41 lb uplift at joint 3.
,,,,1►IIIIIIIII////
I N VFW �ii
No 68182 ;
:X=
�-'0 ST OF '44/�
ON
Joaquin Velez PE No.68182
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
T23417533
J40916
ZCJ5
Jack -Open
12
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:18 2021 Page 1
ID:sUiidZizgvl 17gABNut1?Jy6VYi-yPp?vLEkBDMAexLpdHJghQKhaEdvJ31 RLtKmrVzVA53
4-11-4
4-11-4
Scale = 1:15.1
3x3 =
2-1 4-11-4
22 1 4-8-7
Plate Offsets (X,Y)-- [1:0-0-12,0-1-8]
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 0.73
Vert(LL) 0.09 3-6 >620 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.72
Vert(CT) 0.08 3-6 >783 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01 2 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 16 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Horz 1=325(LC 5)
Max Uplift 1=-263(LC 4), 2=-363(LC 5), 3=-55(LC 5)
Max Grav 1=270(LC 9), 2=236(LC 9), 3=85(LC 3)
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) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 4-10-8; 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.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 263 lb uplift at joint 1, 363 lb uplift at
joint 2 and 55 lb uplift at joint 3.
,,,,1►IIIIIIIII//,/
,�� PQU I N VFW �ii
No 68182 ;
X
�_,0 ST OF '4/ONA
Joaquin Velez PE No.68182
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
T23417534
J40916
ZEJ3
Jack -Open
2
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946,
3-0-0
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:18 2021 Page 1
ID:sUiidZizgvl 17gABNut1?Jy6VYi-yPp?vLEkBDMAexLpdHJghQKn8Eh4J31 RLtKmrVzVA53
Scale = 1:11.2
2x3 =
0-2-13, 3-0-0
0-2-13 2-9-3
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 0.37
Vert(LL) 0.02 3-6 >999 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.46
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: 10 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD 10-0-0 oc bracing.
REACTIONS. (size) 1=0-4-0, 2=Mechanical, 3=Mechanical
Max Horz 1=202(LC 4)
Max Uplift 1=-159(LC 4), 2=-215(LC 4), 3=-41(LC 4)
Max Grav 1=163(LC 9), 2=140(LC 9), 3=52(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.
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
,1 1 1 1 1 1 1 1 11
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
%% �/�
N
8) Provide truss bearing 159 lb 1, 215 lb
,,�� P( .0I
``��
mechanical connection (by others) of to plate capable of withstanding uplift at joint uplift at
`�� ,� , • G•E•N 0
joint 2 and 41 lb uplift at joint 3.
No 68182
:X=
ST OF ' 411
44/
c� O R 1 p :
Joaquin Velez PE No.68182
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
Oty
Ply
Baron Island Storage
T23417535
J40916
ZEJ6
Jack -Open
9
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
6-1-3
3x4 =
Q-2-1$ 6-1-3
d-2�13 5-10-6
Plate Offsets (X,Y)-- [1:0-1-12,0-0-8]
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:20 2021 Page 1
I D:sUiidZizgvl 17gABNut1?Jy6VYi-voxmK1 GJgcutFUBkiM ImrP?u 1 FinzXkoBptvOzVA51
Scale = 1:17.5
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/dell L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.87
Vert(LL) 0.18 3-6 >400 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.96
Vert(CT) -0.15 3-6 >478 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01 2 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 19 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Horz 1=367(LC 5)
Max Uplift 1=-303(LC 4), 2=-433(LC 5), 3=-50(LC 5)
Max Grav 1=329(LC 9), 2=292(LC 9), 3=103(LC 3)
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) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 6-0-6; 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.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 1, 433 lb uplift at
joint 2 and 50 lb uplift at joint 3.
V11IIIIIIIIII,/
N VFW
No 68182 ;
X
�_,0 ' ST OF ' 41J
ONA
Joaquin Velez PE No.68182
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
T23417536
J40916
ZEJ6A
Monopitch
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
6-1-3
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:21 2021 Page 1
ID:sUiidZizgv117gABNutl?Jy6VYi-N_V8XMGcU8klVP301QtX13y9JRaoWQntl rYQSgzVA50
2x4 11
Scale = 1:18.0
3x6 11
3x4 =
Or2-13
6-1-3
d-2�13
5-10-6
Plate Offsets (X,Y)-- [1:0-1-12,0-0-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.95
Vert(LL) 0.18
3-6 >397
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.97
Vert(CT) -0.15
3-6 >468
240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
1 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 23 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing
directly applied, except end verticals.
BOT CHORD 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 3=Mechanical
Max Horz 1=354(LC 4)
Max Uplift 1=-303(LC 4), 3=-460(LC 5)
Max Grav 1=325(LC 9), 3=378(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-284/410
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 5-11-7; 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. ,1 1 1 1 1 1 1 1 I'
�/�
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,��� PQU IN
will fit between the bottom chord and any other members. ��� ,� .E•N ``�� ��
6) Refer to girder(s) for truss to truss connections. : �\ G S�'. 0 I:.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 303 lb uplift at joint 1 and 460 lb uplift at
joint3. No 68182
S OF ' 44/ON
Joaquin Velez PE No.68182
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
T23417537
J40916
ZEJ613
Jack -Open
5
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
6-4-13
3x4 =
Or2-13 6-4-13
d-2-1 6-2-0
Plate Offsets (X,Y)-- [1:0-1-8,0-0-0]
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:21 2021 Page 1
ID:sUiidZizgvl l7gABNut1?Jy6VYi-N_V8XMGcU8klVP301QtX13yAORd7WQntl rYQSgzVA50
Scale = 1:18.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/dell L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.85
Vert(LL) 0.19 3-6 >402 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.82
Vert(CT) -0.17 3-6 >462 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01 2 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -AS
Weight: 20 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Horz 1=376(LC 5)
Max Uplift 1=-31O(LC 4), 2=-453(LC 5), 3=-41(LC 5)
Max Grav 1=343(LC 9), 2=310(LC 9), 3=105(LC 3)
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) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 6-4-1; 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.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 1, 453 lb uplift at
joint 2 and 41 lb uplift at joint 3.
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
,,``1►IIIIII/II////
,�� PQU I N VFW �ii
Nj
No 68182
x►
O'.. OF :44/
OR
It fit 1111"o
Joaquin Velez PE No.68182
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
T23417538
J40916
ZEJ6C
Jack -Open
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:22 2021 Page 1
ID:sUiidZizgv117gABNutl ?Jy6VYi-rB3W kiHEFStc6Yeas7OmrGUR_r4bFoV1 GVI_GzVA5?
2-4-13 4-0-0
2x4 =
Scale = 1:19.0
Or2-13 2-4-13
0-2-1`3 2-2-0
6-4-13
4-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.51
Vert(LL) 0.04
5-6 >999 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.35
Vert(CT) -0.04
5-6 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.35
Horz(CT) -0.01
4 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 27 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-7-9 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-7-13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 3=Mechanical, 4=Mechanical
Max Horz 1=376(LC 5)
Max Uplift 1=-432(LC 4), 3=-281(LC 5), 4=-289(LC 5)
Max Grav 1=545(LC 9), 3=185(LC 9), 4=338(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1066/772
BOT CHORD 1-6=-1053/1079, 5-6=-1053/1079
WEBS 2-5=-1127/1099
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) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 6-4-1; 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.
,1 1 1 1 1 1 1 1 1
3) Plates checked for a plus or minus 0 degree rotation about its center.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
%% �/�
N V F<
5) ` This has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0
,,�� PQU •E•N
truss a of on chord all areas where a rectangle wide
`�� ,�
G S•.• 0�
will fit between the bottom chord and any other members.
: •.' �\
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 1, 281 lb uplift at
No 68182
joint 3 and 289 lb uplift at joint 4.
8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct
for the intended use of this truss.
Z
•;•
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 326 lb down and 198 lb up at
3 S F
2-4-13 on top chord. The design/selection of such connection device(s) is the responsibility of others.
.�
`
LOAD CASE(S) Standard
p R
�j s • •' •w\�
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads
• • • • ��
A;11
Vert 1(3lf)64, 4-7=-16
If
Concentrated Loads (lb)
Joaquin Velez PE No.68182
Vert: 2=-249
MiTek USA, Inc. FL Cert 6634
2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
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
Oty
Ply
Baron Island Storage
T23417538
J40916
ZEJ6C
Jack -Open
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-3=-54, 4-7=-16
Concentrated Loads (lb)
Vert: 2=-228
3) Dead + Uninhabitable Attic Without Storage:
Uniform Loads (plf)
Vert: 1-3=-24, 4-7=-36
Concentrated Loads (lb)
Vert: 2=-207
4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1
Uniform Loads (plf)
Vert: 1-11=141, 3-11=98, 4-7=-10
Horz: 1-11=-155, 3-11=-112
Concentrated Loads (lb)
Lumber Increase=1.25, Plate Increase=1.25
Lumber Increase=1.60, Plate Increase=1.60
Vert:2=198
5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-10=98, 3-10=141, 4-7=-10
Horz: 1-10=-112, 3-10=-155
Concentrated Loads (lb)
Vert:2=198
6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-3=-86, 4-7=-16
Horz: 1-3=62
Concentrated Loads (lb)
Vert: 2=-295
7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-3=-86, 4-7=-16
Horz: 1-3=62
Concentrated Loads (lb)
Vert: 2=-295
8) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90
Uniform Loads (plf)
Vert: 1-3=-24, 4-7=-16
Concentrated Loads (lb)
Vert: 2=-165
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:22 2021 Page 2
ID:sUiidZizgv117gABNutl ?Jy6VYi-rB3W kiHEFStc6Yeas7OmrGUR_r4bFoV1 GVI_GzVA5?
9) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 C-C Wind (Neg. Int) Case 1): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-3=-100, 4-7=-16
Horz: 1-3=46
Concentrated Loads (lb)
Vert: 2=-326
10) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 C-C Wind (Neg. Int) Case 2): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-3=-100, 4-7=-16
Horz: 1-3=46
Concentrated Loads (lb)
Vert: 2=-326
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
oty
Ply
Baron Island Storage
T23417539
J40916
ZEJ6D
Monopitch
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:22 2021 Page 1
ID:sUiidZizgv117gABNutl?Jy6VYi-rB3WkiHEFStc6Yeas7OmrGUMmr?WFt11 GVI_GzVA5?
6-4-13
6-4-13
2x4 11 Scale = 1:19.6
2
`,,`I/111111//II'I
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1111
Joaquin Velez PE No.68182
6°
MiTek USA, Inc. FL Cert 6634
°
3
6904 Parke East Blvd. Tampa FL 33610
Date:
3x6 I I
3x6 =
ON-
6-4-13
Z-13
6-2-0
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 0.78
Vert(LL) 0.19
3-6 >402 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.68
Vert(CT) -0.16
3-6 >469 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
1 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 24 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural wood sheathing directly applied or 5-11-2 oc purlins,
BOT CHORD 2x4 SP No.1
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 9-10-2 oc bracing.
REACTIONS. (size) 1=0-8-0, 3=Mechanical
Max Horz 1=370(LC 5)
Max Uplift 1=-312(LC 4), 3=-479(LC 5)
Max Grav 1=339(LC 9), 3=393(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-295/428
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) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 6-3-1; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 1 and 479 lb uplift at
joint 3.
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
oty
Ply
Baron Island Storage
T23417540
J40916
ZEJ6GA
MONOPITCH GIRDER
2
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:23 2021 Page 1
I D:sUiidZizgv117gABN utl ?Jy6VYi-JNduy2ls01?TkiDm Prv?OU 1 gaFSGzHOAV91 XWizVA5_
24-12 2-8-0 1-4-1
3x4 � Scale = 1:19.7
W `
3x6
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No 68182o
3x4 5� 11
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♦
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Joaquin Velez PE No.68182
0
MiTek USA, Inc. FL Cert 6634
°
7
6 5
6904 Parke East Blvd. Tampa FL 33610
°
1x4 11
3x8 =
Date:
3x6 11
2x4 =
0 J 2-4-12
5-0-12
6-4-13
0-2-1 2-1-15
2-8-0
1-4-1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.20
Vert(LL) 0.02
6-7 >999 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.20
Vert(CT) -0.02
6-7 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.25
Horz(CT) -0.01
5 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 71 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 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 9-9-6 oc bracing.
REACTIONS. (size) 1=0-8-0, 5=Mechanical
Max Horz 1=369(LC 5)
Max Uplift 1=-808(LC 4), 5=-1377(LC 5)
Max Grav 1=841(LC 9), 5=1300(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-1681/1560, 2-3=-752/622, 3-4=-747/741, 4-5=-1273/1353
BOT CHORD 1-7=-1715/1632, 6-7=-1715/1632
WEBS 4-6=-1746/1667. 3-6=-1099/1227. 2-6=-1042/1124
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: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. II; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 6-3-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip
DOL=1.60
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) 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) Refer to girder(s) for truss to truss connections.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 808 lb uplift at joint 1 and 1377 lb uplift
at joint 5.
10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 has/have been modified. Building designer must review loads to verify that they are correct
for the intended use of this truss.
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 423 lb down and 479 lb up at
2-4-13, and 125 lb down and 142 lb up at 3-1-1, and 767 lb down and 868 lb up at 5-0-12 on top chord. The design/selection of
such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
Continued on page 2
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
Oty
Ply
Baron Island Storage
T23417540
J40916
ZEJ6GA
MONOPITCH GIRDER
2
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:23 2021 Page 2
I D:sUiidZizgv117gABN utl ?Jy6VYi-JNduy2ls01?TkiDm Prv?OU 1 gaFSGzHOAV91 XWizVA5_
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-64, 5-8=-16
Concentrated Loads (lb)
Vert: 3=-527 2=-291 11=-86
Trapezoidal Loads (plf)
Vert: 2=-103 (F=-39)-to-4 =-74 (F=-10 )
2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-54, 5-8=-16
Concentrated Loads (lb)
Vert: 3=-461 2=-255 11=-75
Trapezoidal Loads (plf)
Vert: 2=-93(F=-39)-to-4=-64(F=-10 )
3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-24, 5-8=-36
Concentrated Loads (lb)
Vert: 3=-395 2=-218 11=-65
Trapezoidal Loads (plf)
Vert: 2=-63(F=-39)-to-4=-34(F=-10 )
4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=141, 5-8=-10
Horz: 1-11=-155, 4-11=-126
Concentrated Loads (lb)
Vert: 3=868 2=479 11 =1 42
Trapezoidal Loads (plf)
Vert: 2=103(F=-39)-to-11=108(F=-34), 11=78(F=-34)-to-4=102(F=-10)
5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=112, 5-8=-10
Horz: 1-11=-126, 4-11=-155
Concentrated Loads (lb)
Vert: 3=868 2=479 11 =1 42
Trapezoidal Loads (plf)
Vert: 2=73(F=-39)-to-1 1 =78(F=-34), 11=108(F=-34)-to-4=131(F=-10)
6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-86, 5-8=-16
Horz: 1-4=62
Concentrated Loads (lb)
Vert: 3=-671 2=-370 11=-109
Trapezoidal Loads (plf)
Vert: 2=-125(F=-39)-to-4=-96(F=-10 )
7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-86, 5-8=-16
Horz: 1-4=62
Concentrated Loads (lb)
Vert: 3=-671 2=-370 11=-109
Trapezoidal Loads (plf)
Vert: 2=-125(F=-39)-to-4=-96(F=-10 )
8) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90
Uniform Loads (plf)
Vert: 1-2=-24, 5-8=-16
Concentrated Loads (lb)
Vert: 3=-264 2=-146 11=43
Trapezoidal Loads (plf)
Vert: 2=-63(F=-39)-to-4=-34 (F=-10)
9) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 C-C Wind (Neg. Int) Case 1): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-100, 5-8=-16
Horz: 1-4=46
Concentrated Loads (lb)
Vert: 3=-767 2=423 11=-125
Trapezoidal Loads (plf)
Vert: 2 =-139 (F=-39)-to-4=-110 (F=-10 )
10) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 C-C Wind (Neg. Int) Case 2): Lumber Increase=1.60, Plate Increase=1.60
Uniform Loads (plf)
Vert: 1-2=-100, 5-8=-16
Horz: 1-4=46
Concentrated Loads (lb)
Vert: 3=-767 2=423 11=-125
Trapezoidal Loads (plf)
Vert: 2=-139 (F=-39)-to-4=-110 (F=-10 )
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
Oty
Ply
Baron Island Storage
T23417541
J40916
ZEJ7
Jack -Open
2
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946,
,,,�I1111111//1//I
N
PQIJ'
%%%� ' .
ENF<
No 68182
S OF
•44/�
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
3x4 =
5x6 11
6-4-6
O2 6-4-6
Zl6-1-9
Plate Offsets (X,Y)-- [1:0-2-9,0-0-4], [1:0-1-0,0-6-11]
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:23 2021 Page 1
I D:sUiidZizgv117gABNutl ?Jy6VYi-JNduy2ls01?TkiDm Prv?OU 1 XtFJjzKGAV91 XWizVA5_
Scale = 1:19.4
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.82
Vert(LL) 0.19 3-8 >407 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.81
Vert(CT) -0.15 3-8 >516 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.04 2 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 21 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD 4-0-0 oc bracing.
WEDGE
Left: 2x4 SP No.3
REACTIONS. (size) 2=Mechanical, 3=Mechanical, 1=0-8-0
Max Horz 1=376(LC 5)
Max Uplift 2=-422(LC 5), 3=-65(LC 5), 1=-321(LC 4)
Max Grav 2=284(LC 9), 3=104(LC 3), 1=359(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)-0-0-13 to 2-11-12, Interior(1) 2-11-12 to 6-3-10; 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.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 2, 65 lb uplift at joint
3 and 321 lb uplift at joint 1.
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
T23417542
J40916
ZEJ7A
Monopitch
2
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946,
6-7-3
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:24 2021 Page 1
I D:sUiidZizgv117gABN utl ?Jy6VYi-nZAH90J Un37KMsoyzYQEwhZiiefoin WJjpn419zVA4z
3x4 11 Scale = 1:20.0
2
11111111►1#1
VF<J''#'�.
.�`���PQtUIN
,O •E IV
5.00 12
No 68182
S
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=
8
7
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s'O
1
N A� E?
1,�
Joaquin Velez PE No.68182
6
MiTek USA, Inc. FL Cert 6634
°
3
6904 Parke East Blvd. Tampa FL 33610
Date:
3x6 11
3x6 =
Or2-13
6-7-3
0-2-113
64-6
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 0.82
Vert(LL) 0.21
3-6 >372 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.82
Vert(CT) -0.18
3-6 >432 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.01
1 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 25 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural wood sheathing directly applied or 4-9-5 oc purlins,
BOT CHORD 2x4 SP No.1
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
4-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 3=Mechanical
Max Horz 1=376(LC 4)
Max Uplift 1=-317(LC 4), 3=-485(LC 5)
Max Grav 1=348(LC 9), 3=403(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-303/434
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) -0-0-7 to 3-0-3, Interior(1) 3-0-3 to 6-5-7; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 1 and 485 lb uplift at
joint 3.
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
Oty
Ply
Baron Island Storage
T23417543
J40916
ZEJ713
Jack -Open
6
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3x6 =
6-4-5
6-4-5
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:24 2021 Page 1
I D:sUiidZizgv117gABN utl ?Jy6VYi-nZAH90J Un37KMsoyzYQEwhZmTeg5inWJjpn419zVA4z
Scale = 1:19.4
Plate Offsets (X,Y)-- [1:0-0-0,0-0-11]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.51
Vert(LL) 0.17
3-6 >451
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.74
Vert(CT) -0.15
3-6 >517
240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.03
2 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 21 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31
TOP CHORD
Structural wood sheathing
directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.1
BOT CHORD
4-0-0 oc bracing.
WEDGE
Left: 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Horz 1=373(LC 5)
Max Uplift 1=-301(LC 4), 2=-455(LC 5), 3=-43(LC 5)
Max Grav 1=337(LC 9), 2=307(LC 9), 3=107(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=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 3-0-10, Interior(1) 3-0-10 to 6-3-9; 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.
6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint 1, 455 lb uplift at
joint 2 and 43 Ito uplift at joint 3.
I N
No 68182
•XZ
ST OF '/4/�
%�T • A, P •' ��:
�OR��•
'ss 1O N A11 �%,C� �.
Joaquin Velez PE No.68182
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
Oty
Ply
Baron Island Storage
T23417544
J40916
ZH6D
Diagonal Hip Girder
1
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:25 2021 Page 1
I D:sUiidZizgvl 17gABNut1?Jy6VYi-FlkfNkJ7XN FB_ON9XGxTTv6pW231R7jTyTWeabzVA4y
4-7-14 44-0
3x4 =
2x4 11 Scale = 1:19.7
3 4
5x5 = 5
p-4-0
4-7-14
8-11-14
b-4-0'
4-3-14
44-0
Plate Offsets (X,Y)-- [1:0-0-10,Edge], [6:0-2-8,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 1.00
Vert(LL) 0.07
6-7 >999 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.52
Vert(CT) -0.07
6-7 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.45
Horz(CT) -0.02
6 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 39 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-7-8 oc purlins,
BOT CHORD 2x4 SP No.2
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 4-7-15 oc bracing.
REACTIONS. (size) 1=0-8-0, 6=Mechanical
Max Horz 1=440(LC 5)
Max Uplift 1=-818(LC 5), 6=-885(LC 5)
Max Grav 1=622(LC 15), 6=687(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 1-2=-1022/1156, 3-6=-229/340
BOT CHORD 1-7=-1425/1029, 6-7=-1425/1029
WEBS 2-6=-1096/1518
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 Corner(3) -0-0-6 to 4-3-6, Exterior(2R) 4-3-6 to 8-11-14; 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
,1 1 1 1 1 1 1 1 1�
to the use of this truss component.
3) Plates checked for a plus or minus 0 degree rotation about its center.
� �/�
IN V F<
4) This truss has been designed for 10.0 bottom live load nonconcurrent with live loads.
,,�� PQU •E- -
a psf chord any other
`
��� ,�
G S'� •.� ��
5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
: �.' �\
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
No 68182
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 818 lb uplift at joint 1 and 885 lb uplift at
* �� •:
joint 6.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 312 lb down and 235 lb up at
= x Z
4-2-15, 312 lb down and 235 lb up at 4-2-15, and 382 lb down and 351 lb up at 7-0-14, and 382 lb down and 351 lb up at 7-0-14 on
�• S T F
top chord, and 54 lb down and 110 lb up at 1-4-15, 54 lb down and 110 lb up at 1-4-15, 28 lb down and 39 lb up at 4-2-15, 28 lb
••
down and 39 lb up at 4-2-15, and 52 lb down and 53 lb up at 7-0-14, and 52 lb down and 53 lb up at 7-0-14 on bottom chord. The
�,�' Al
design/selection of such connection device(s) is the responsibility of others.
i� •. O R
�j s .......
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Joaquin Velez PE No.68182
Uniform Loads (plf)
MiTek USA, Inc. Cert 6634
Vert: 1-3=-64, 3-4=-24, 5-8=-16
6904 Parke East Blvd.FL 33610
T
Tampampa
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
T23417544
J40916
ZH6D
Diagonal Hip Girder
1
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:25 2021 Page 2
I D:sUiidZizgvl 17gABNut1?Jy6VYi-FlkfNkJ7XN FB_ON9XGxTTv6pW231R7jTyTWeabzVA4y
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 14=-93(F=-47, B=-47) 15=-108(F=-54, B=-54) 16=-29(F=-14, B=-14) 17=-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
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417545
J40916
ZHJ3
Diagonal Hip Girder
2
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946,
4-2-3
2x4
0-4-0 , 4-2-3
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:26 2021 Page 1
I D:sUiidZizgv117gABN utl ?Jy6VYi-jyl l a4KIIgN2bAyL5zTi?6f5LSQAAhOcB7GB61 zVA4x
Scale = 1:11.0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL)
-0.02
4
>999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.44
Vert(CT)
-0.02
4
>999
240
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT)
-0.01
2
n/a
n/a
BCDL 8.0
Code FBC2020/TPI2014
Matrix -MP
Weight: 13 lb FT = 0%
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 1=0-5-11, 2=Mechanical, 3=Mechanical
Max Horz 1=236(LC 5)
Max Uplift 1=-378(LC 5), 2=-319(LC 5), 3=-25(LC 5)
Max Grav 1=282(LC 15), 2=176(LC 15), 3=60(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins.
BOT CHORD 5-7-14 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 Corner(3); 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 1, 319 lb uplift at
joint 2 and 25 lb uplift at joint 3.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 287 lb down and 127 lb up at
1-4-15, and 287 lb down and 127 lb up at 1-4-15 on top chord, and 4 lb down and 9 lb up at 1-4-15, and 4 lb down and 9 lb up at
1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-2=-64, 3-4=-16
Concentrated Loads (lb)
Vert: 9=0(F=O, B=0)
,,,,1►IIIIIIIII//,/
,�♦ PQU IN VFW �ii
No 68182 ;
x
ST OF '44/�
If fit
Joaquin Velez PE No.68182
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
Oty
Ply
Baron Island Storage
T23417546
J40916
ZHJ6
Diagonal Hip Girder
2
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:26 2021 Page 1
ID:sUiidZizgv117gABN utl ?Jy6VYi-jyl l a4KIIgN2bAyL5zTi?6PNSNgAbKcB7GB61 zVA4x
4-5-5 4-1-7
3x4 =
2x4 11 Scale = 1:19.0
3 4
0-4-0
4-5-5
8-6-11
0-4-0
4-1-5
4-1-7
Plate Offsets (X,Y)-- [1:0-0-10,Edge], [6:0-2-8,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.93
Vert(LL) 0.05
6-7 >999 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.59
Vert(CT) -0.05
6-7 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.43
Horz(CT) -0.01
6 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 37 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-10-2 oc purlins,
BOT CHORD 2x4 SP M 31
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
5-7-14 oc bracing.
REACTIONS. (size) 1=0-8-0, 6=Mechanical
Max Horz 1=425(LC 12)
Max Uplift 1=-789(LC 5), 6=-871(LC 5)
Max Grav 1=594(LC 15), 6=683(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 1-2=-951/1090, 3-6=-236/334
BOT CHORD 1-7=-1349/960, 6-7=-1349/960
WEBS 2-6=-1024/1439
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 Corner(3) -0-0-6 to 4-5-5, Exterior(2R) 4-5-5 to 8-6-11; 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
,1 1 1 1 1 1 1 1 11
to the use of this truss component.
3) Plates checked for a plus or minus 0 degree rotation about its center.
� �/�
IN V F<
4) This truss has been designed for 10.0 bottom live load nonconcurrent with live loads.
,,�� PQU •E- -
a psf chord any other
`
��� ,�
G S'� •.� ��
5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
: �.' �\
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
No 68182
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 789 lb uplift at joint 1 and 871 lb uplift at
* �� •:
joint 6.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 316 lb down and 237 lb up at
Z
4-2-15, 316 lb down and 237 lb up at 4-2-15, and 384 lb down and 352 lb up at 7-0-14, and 384 lb down and 352 lb up at 7-0-14 on
S T F
top chord, and 54 lb down and 110 lb up at 1-4-15, 54 lb down and 110 lb up at 1-4-15, 28 lb down and 39 lb up at 4-2-15, 28 lb
• •�
down and 39 lb up at 4-2-15, and 52 lb down and 53 lb up at 7-0-14, and 52 lb down and 53 lb up at 7-0-14 on bottom chord. The
�,�' Al
design/selection of such connection device(s) is the responsibility of others.
i� •. O R
�j s .......
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Joaquin Velez PE No.68182
Uniform Loads (plf)
MiTek USA, Inc. Cert 6634
Vert: 1-3=-64, 3-4=-24, 5-8=-16
6904 Parke East Blvd.FL 33610
T
Tampampa
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
T23417546
J40916
ZHJ6
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 06:34:26 2021 Page 2
ID:sUiidZizgv117gABNutl ?Jy6VYi-jyl l a4KIIgN2bAyL5zTi?6PNSNgAbKcB7GB61 zVA4x
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 7=-29(F=-14, B=-14) 13=-101(F=-51, B=-51) 14=-108(F=-54, B=-54) 15=-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
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417547
J40916
ZHJ6B
Diagonal Hip Girder
1
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:27 2021 Page 1
ID:sUiidZizgvl l7gABNut1?Jy6VYi-C8sPoQLN3_VvDKXXeg_xYKBFSskRv1 FmQn?keUzVA4w
4-7-14 4-4-0
Scale = 1:18.7
3x4 = 5x6 =
0-4-0 4-7-14 8-3-6 8-11-14
0-4-0 4-3-14 3-7-8
Plate Offsets (X,Y)-- [6:0-2-4,0-2-12]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.59
Vert(LL)
0.08
7-12
>999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.57
Vert(CT)
0.08
7-12
>999
240
BCLL 0.0
Rep Stress Incr NO
WB 0.45
Horz(CT)
-0.01
4
n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 41 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 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing.
WEBS 2x4 SP No.3 *Except*
3-6: 2x8 SP DSS
REACTIONS. All bearings Mechanical except Qt=length) 1=0-8-0, 6=0-11-5.
(lb) - Max Horz 1=438(LC 5)
Max Uplift All uplift 100 lb or less at joint(s) except 1=-1064(LC 4), 4=-250(LC 11), 5=-110(LC 11), 6=-1098(LC
4)
Max Grav All reactions 250 lb or less atjoint(s) 4, 5 except 1=451(LC 15), 6=852(LC 15)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-648/1113
BOT CHORD 1-7=-1367/669, 6-7=-1367/669
WEBS 2-7=-407/160, 3-6=-475/588, 2-6=-740/1512
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 Corner(3) -0-0-6 to 4-3-6, Exterior(2R) 4-3-6 to 8-11-2; cantilever left and right exposed ; porch left exposed;
Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Plates checked for a plus or minus 0 degree rotation about its center.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1064 lb uplift at joint 1, 250 lb uplift at
joint 4, 110 lb uplift at joint 5 and 1098 lb uplift at joint 6.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 312 lb down and 235 lb up at
4-2-15, 312 lb down and 235 lb up at 4-2-15, and 382 lb down and 351 lb up at 7-0-14, and 382 lb down and 351 lb up at 7-0-14 on
top chord, and 54 lb down and 101 lb up at 1-4-15, 54 lb down and 101 lb up at 1-4-15, 178 lb down and 38 lb up at 4-2-15, 178 lb
down and 38 lb up at 4-2-15, and 86 lb down and 44 lb up at 7-0-14, and 86 lb down and 44 lb up at 7-0-14 on bottom chord. The
design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Continued on page 2
11111111111111/
�♦�� PQv 1 N �F< ��i
♦ o
No 68182
:x
S OF10
• �?
III it
Joaquin Velez PE No.68182
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
T23417547
J40916
ZHJ6B
Diagonal Hip Girder
1
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:27 2021 Page 2
ID:sUiidZizgvl l7gABNut1?Jy6VYi-C8sPoQLN3_VvDKXXeg_xYKBFSskRv1 FmQn?keUzVA4w
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-4=-64, 5-8=-16
Concentrated Loads (lb)
Vert: 14=-93(F=-47, B=-47) 15=-108(F=-54, B=-54) 16=-29(F=-14, B=-14) 17=-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
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417548
J40916
ZHJ7
Diagonal Hip Girder
2
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:28 2021 Page 1
I D:sUiidZizgvl 17gABNut1?Jy6VYi-gKQn?mM?q IdmrT5kCOVA5XkMeG2veVhveRll BwzVA4v
4-9-8 4-5-11
3x4 =
3x4 % Scale = 1:20.1
3 4
5x5 = 5
4-0 4-9-8
9-3-3
-4-0 4-5-8
4-5-11
Plate Offsets (X,Y)-- [1:0-0-10,Edge], [6:0-2-8,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL) 0.05
6-7 >999 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.68
Vert(CT) -0.06
6-7 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.44
Horz(CT) -0.01
6 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 40 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-7-8 oc purlins,
BOT CHORD 2x4 SP M 31
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
5-7-14 oc bracing.
REACTIONS. (size) 1=0-8-0, 6=Mechanical
Max Horz 1=449(LC 12)
Max Uplift 1=-835(LC 5), 6=-896(LC 5)
Max Grav 1=641(LC 15), 6=695(LC 16)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1046/1173, 2-3=-290/208, 3-6=-241/363
BOT CHORD 1-7=-1446/1051, 6-7=-1446/1051
WEBS 2-6=-1055/1471
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 Corner(3) -0-0-6 to 4-3-6, Exterior(2R) 4-3-6 to 9-3-3; 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
,1 1 1 1 1 1 1 1 11
to the use of this truss component.
3) Plates checked for a plus or minus 0 degree rotation about its center.
� �/�
IN V F<
4) This truss has been designed for 10.0 bottom live load nonconcurrent with live loads.
,,�� PQU •E- -
a psf chord any other
`
��� ,�
G S'� •.� ��
5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
: �.' �\
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
No 68182
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 835 lb uplift at joint 1 and 896 lb uplift at
* �� •:
joint 6.
_
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 234 lb up at
= x Z
4-2-15, 309 lb down and 234 lb up at 4-2-15, and 379 lb down and 350 lb up at 7-0-14, and 379 lb down and 350 lb up at 7-0-14 on
�• S T F
top chord, and 54 lb down and 110 lb up at 1-4-15, 54 lb down and 110 lb up at 1-4-15, 28 lb down and 39 lb up at 4-2-15, 28 lb
••
down and 39 lb up at 4-2-15, and 52 lb down and 53 lb up at 7-0-14, and 52 lb down and 53 lb up at 7-0-14 on bottom chord. The
�,�' Al
design/selection of such connection device(s) is the responsibility of others.
i� •. O R
�j s .......
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Joaquin Velez PE No.68182
Uniform Loads (plf)
MiTek USA, Inc. Cert 6634
Vert: 1-3=-64, 3-4=-24, 5-8=-16
6904 Parke East Blvd.FL 33610
T
Tampampa
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
T23417548
J40916
ZHJ7
Diagonal Hip Girder
2
1
Job Reference o tional
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 06:34:28 2021 Page 2
I D:sUiidZizgvl 17gABNut1?Jy6VYi-gKQn?mM?q IdmrT5kCOVA5XkMeG2veVhveRll BwzVA4v
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 14=-93(F=-47, B=-47) 15=-108(F=-54, B=-54) 16=-29(F=-14, B=-14) 17=-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
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