HomeMy WebLinkAboutApproved Shop Drawings- Bldg EOOKS
CONSTRUCTION
2211 South Kanner Highway
Stuart FL34984
772419-8828
License: C00061a|r
To: n2 architecture + design
2081 SE Ocean Blvd.
Suite 1A
Attached please find the submittals for:
RUTMIT. in
Submittal: 03000-008 Truss Revision 2
Submittal Date: 04/16/2021
Project: 914
Baron Island Storage
9583S.Ocean Drive
Jensen Beach FL34&5Y
Q4/23/2021
1119TITINNITINNUMFINT-Wre MIN
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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Indicates Lef t End Of Truss
On Layout & Enciineering Sheets
HARDWARE:
=HJC26 HANGERS (QTY. 4)
TRUSS PLACEMENT PLAN
156' 0"
w
H
Q
FA
FA
ENGINEERED
TRUSS SYSTEMS ECT
EAST COAST TRUSS
5285 ST. LUC dL BLVD. FT. PI]ERCL FL 3494
OFFICE: E: (772D 466-2480 FAX: (772)466-5336
G7
CUSTOMER: Benchmark III Corporation
JOB NAME: Baron Island Storage
ADDRESS:9500 South Ocean Dr.
W CITY/COUNTY:Jensen Beach/Martin
U7
Q JOB # J40924
JOB #
MODEL:Building E
SQ FT 3203 ftz
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
N
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 ft
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.
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?X6 STRONG BACK BRACING, 10'-0" O.C., IS >—
RECOMMENDED ON FLOOR TRUSSES ^
SPANNING 20'-0" OR MORE L1
AUTION: SPANS GREATER THAN 30'-0" 0
1UST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
O J
/3 IN LENGTH AS THE SPAN OF THE TRUSS a
EING SET. /
EFER TO BCI-B1 FOR COMPLETE O
RECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER O�
n
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
1. 3-22-2021 Revise Loading SB 1IN
2. 4-1-2021 Revise Dbl. Truss To Single Truss 4—
Over Unit Separation Wall SB
0
3-
4-
5-
6-
(1/4" if plotted 24x36) . Designed By: SB
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.
Indicates Lef t End Of Truss
On Layout & Engineering Sheets
HARDWARE:
=HJC26 HANGERS (QTY. 4)
TRUSS PLACEMENT PLAN
12
5r'
511
n 611
213, " 8"
-I—+
(Al
G
LLJ
23
ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
ECT N
O
N
EAST COAST TRUSS (3)
5285 ST. LUCIE BLVD. FT. PI]ERCL FL 34946
OFFICE: (772) 466-2480 FAX: (772)466-5336 ^�
I -
CUSTOMER: Benchmark III Corporation
JOB NAME: Baron Island Storage
ADDRESS:9500 South Ocean Dr.
CITY/COUNTY:Jensen Beach/Martin
JOB # J40924
JOB #
MODEL:Building E
SQ FT 3203 ftz
DATE 01 /04/21 LATEST=04/01 /21
61G15S-31.003 (3) (c), EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designed in accordance with the
Florida Building Code
NOTE:
A
By approving this placement plan(s), signatured
anywhere on this sheet, the customer or his
representitive acknowledges that this placement plan
i
complies with the structural intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
I
drawing.
The customer also acknowledges that he/she accepts
financial responsibility for any repair, engineering, and
J
labor required due to errors other than those of EAST
Q
COAST TRUSS.
Z
Signed: Date:
LL
W
CODE = FBC 2020/TP12014 ASCE 7-16 w
DESIGN CRITERIA = C&C C
OCCUPANCY CATEGORY= II G
EXPOSURE = D Q
MWF SPEED =165
BUILDING TYPE =ENCLOSED U)
MEAN HEIGHT: 17.00 ft
D,
GRAVITY LOADS (/)
W
J
Z
ROOF: DUR FACTOR= 1.25
U)
PSF=TCLL-TCDL-BCLL-BCDL
w
20.0,12.0,0.0,8.0
U)
LOADS PER FBC & FRC
*NON
U)
-CONCURRENT BC LL 10psf
D
CONCURRENT BC STORAGE LL 30 psf
I1J
Cl)
DEFINITIONS
MWF = MAIN WIND FORCE
Q
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
W
TC = TOP CHORD
BC = BOTTOM CHORD
U)
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# =POUNDS
O
UPLIFT MUST BY-PASS FLOOR TRUSSES
z
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
O
ALL GIRDER/COLUMN LOADS MUST
0
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
?X6 STRONG BACK BRACING, 10'-0" O.C., IS >—
RECOMMENDED ON FLOOR TRUSSES ^
SPANNING 20'-0" OR MORE L1
AUTION: SPANS GREATER THAN 30'-0" O
1UST BE SET WITH A SPREADER BAR. THE
PREADER BAR SHOULD BE AT LEAST 1/2
O J
/3 IN LENGTH AS THE SPAN OF THE TRUSS a
EING SET. /
EFER TO BCI-B1 FOR COMPLETE O
RECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER
NOTE: TRUSSES DO NOT
SUPPORT ANY PLANT SHELVES
1. 3-22-2021 Revise Loading SB N
2. 4-1-2021 Revise Dbl. Truss To Single Truss
Over Unit Separation Wall SB O
4- N
5-
6-
(1/4" if plotted 24x36) . Designed By: SB
5 Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek
RE: J40924 - Baron Island Storage MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa, EL 33610-4115
Customer Info: Benchmark III Corp. Project Name: Baron Island Storage Model: Bullciing
Lot/Block: - Subdivision: -
Address: 9500 South Ocean Dr., -
City: Jensen Beach State: FL
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: N/A Wind Speed: 165 mph
Roof Load: 40.0 psf Floor Load: N/A psf
This package includes 13 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1
T23417101
C01
4/2/21
2
T23417102
CO2
4/2/21
3
T23417103
CO3GE
4/2/21
4
T23417104
C04GE
4/2/21
5
T23417105
C05
4/2/21
6
T23417106
C06
4/2/21
7
T23417107
C07G
4/2/21
8
T23417108
ZCJ 1
4/2/21
9
T23417109
ZCJ3
4/2/21
10
T23417110
ZCJ5
4/2/21
11
T23417111
ZEJ6
4/2/21
12
T23417112
ZEJ6A
4/2/21
13
T23417113
ZHJ6
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: Velez, Joaquin
My license renewal date for the state of Florida is February 28, 2023.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
'o.0%►► 11111 #,1',I
�oPp.UIN V-'4
68182
*: :*
:X
0:, STATE OF :��/
•,;S S'�ONA� E--
It
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
Velez, Joaquin 1 of 1
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417101
J40924
C01
Common
45
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
M7
a
3x4 =
5-4-3
10-2-13
4-10-10
4x4 =
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:30 2021 Page 1
ID:xfoRdl D442reVtwo7_GVjwy6ARY-oQuBuvBwpdWrBR6ZskZ46XIJnyiXLcx91_VONszVB1 p
4-10-10
5-4-3
Scale = 1:35.1
3x4 = 3x6 = 3x4 = 3x4 =
M
IM
a
0- -13 6-11-12
13-5-14
20-2-13
2075,10
0- - 3 6-8-15
6-6-3
6-8-15
0- - 3
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL) 0.09
6 >999
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.52
Vert(CT) -0.13
6-8 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.23
Horz(CT) 0.04
5 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -AS
Weight: 87 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 5=0-8-0
Max Horz 1=11(LC 5)
Max Uplift 1=-715(LC 4), 5=-715(LC 5)
Max Grav 1=996(LC 9), 5=996(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1959/1415, 2-3=-1753/1331, 3-4=-1753/1331, 4-5=-1959/1415
BOT CHORD 1-8=-1202/1739, 6-8=-687/1134, 5-6=-1191/1739
WEBS 3-6=-393/577, 4-6=-434/467, 3-8=-393/577, 2-8=-434/467
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 2-11-9, Interior(1) 2-11-9 to 10-2-13, Exterior(2R) 10-2-13 to 13-2-13, Interior(1) 13-2-13 to
20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
111111111111
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
N
U V
P
to the use of this truss component.
4) Plates checked for a plus or minus 0 degree rotation about its center.
Q F /,
,` `•
O <� �i
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
, •' � C'•E N S�c'•�
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
`�
oo
will fit between the bottom chord and any other members.
No 68182
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 1 and 715 lb uplift at
* �•
joint 5.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord.
S OF ''JJ'
\•
ON %'
A;MN
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
T23417102
J40924
CO2
ATTIC
10
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:31 2021 Page 1
I D:xfoRd 1 D442reVtwo7_GVjwy6ARY-GcSZ6EBYaxeipbhlPS4JekgMFM 1 N4?AIXeFZvlzVB1 o
3-7-5 6-9-1 1 8-7-4 , 9-4-6 ,10-2-13,11-1-411-1%9 13-8-9 16-10-5 20-5-10
3-7-5 3-1-12 1-10-3 0-9-2 0-10-7 0-10-7 0-9-2 1-10-3 3-1-12 3-7-5
Scale = 1:35.2
3x6 =
3x8 = 5 3x8 =
4x4 =
3x4 = 3x8 M18SHS = 3x4 = 4x4 =
0-�-13
6-9-1
13-8-9
20-2-13
2075 10
0- - 3
66 N
6-11-8
6-6-4
0-2-13
Plate Offsets (X,Y)--
[1:0-1-8,0-2-01, [5:0-3-0,Edge], [9:0-1-8,0-2-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 1.00
Vert(LL)
-0.34 10-12
>731
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.60
Vert(CT)
-0.59 10-12
>416
240
M18SHS
2441190
BCLL 0.0 *
Rep Stress Incr YES
WB 0.49
Horz(CT)
0.04 9
n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -AS
Attic
-0.17 10-12
483
360
Weight: 86 lb
FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP M 31 BOT CHORD 4-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 9=0-8-0
Max Horz 1=11(LC 5)
Max Uplift 1=-598(LC 4), 9=-598(LC 5)
Max Grav 1=1297(LC 10), 9=1297(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-2898/1258, 2-3=-2402/912, 3-4=-2110/878, 4-5=-571/1346, 5-6=-571/1346,
6-7=-2109/878, 7-8=-2402/912, 8-9=-2898/1258
BOT CHORD 1-12=-1080/2629, 10-12=-596/2046, 9-10=-1083/2629
WEBS 4-6=-3619/1588, 7-10=-136/580, 8-10=-642/536, 3-12=-136/580, 2-12=-642/536
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.,
,, 1 111 111I 1
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 2-11-9, Interior(1) 2-11-9 to 10-2-13, Exterior(2R) 10-2-13 to 13-2-13, Interior(1) 13-2-13 to
U I N
20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
,` SOP
to the use of this truss component.
,� , •' G•E•N ••,
�� ,
4) 150.01b AC unit load placed on the top chord, 10-2-13 from left end, supported at two points, 3-0-0 apart.
: ••' �
5) All plates are MT20 plates unless otherwise indicated.
No 68182
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 ail areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
S OF
9) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-6
O'.•
10) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12
,� •.• �` Q ••'
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 598 lb uplift at joint 1 and 598 lb uplift
at joint 9.12)
�� ' • R
��Isls •''••••''• �>`,
This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord.
\
���� f0
13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
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
T23417103
J40924
CO3GE
GABLE
2
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:33 2021 Page 1
ID:xfoRdl D442reVtwo7_GVjwy6ARY-D?ZJXwDo6YuQ2ur8Xt7nj9wjZ9f8Y_Ob_ykgzBzVB1 m
5-4-3 10-2-13 15-1-7 20-5-10
5-4-3 4-10-10 4-10-10 5-4-3
2x4
4x4 =
1x4 O 3x4 =
3x8 =
1x4 11 1x4 11 1x4 11
3x6 = 3x4 =
1 x4 11 1 x4 11 1x4 11
1x4 Q
1x4 II
Scale = 1:35.6
3x8 =
0- - 3 2-10-13
6-11-12
13-5-14
17-6-13
20-2-13
20510
0- - 3 2-8-0
4-0-14
6-6-3
4-0-14
2-8-0
0- - 3
Plate Offsets (X,Y)-- [1:0-8-0,0-0-41, [3:0-2-0,0-0-121, [5:0-8-0,0-0-41
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.95
Vert(LL)
0.11
9-10
>999
360
MT20
244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.78
Vert(CT)
-0.11
6-7
>999
240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.12
Horz(CT)
0.02
5
n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -AS
Weight: 272 lb
FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1 BOT CHORD 4-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 5=0-8-0
Max Horz 1=11(LC 14)
Max Uplift 1=-3538(LC 11), 5=-3538(LC 14)
Max Grav 1=3603(LC 16), 5=3603(LC 15)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7820/7648, 2-3=-4781/4701, 3-4=-4781/4701, 4-5=-7820/7648
BOT CHORD 1-10=-6952/7148, 9-10=-5844/5987, 7-9=-2369/2955, 6-7=-5834/5987, 5-6=-6951/7148
WEBS 3-7=-512/589, 4-7=-555/672, 3-9=-512/589, 2-9=-555/672, 2-10=-486/537,
4-6=-486/537
NOTES-
1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows:
Top chords connected as follows: 2x4 - 1 row at
N
at 0- -0
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.
00 �
�F e
2) All loads are considered equally applied to all except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
,,`,%%
'
, •' �� C'•E N S�c'•�
plies,
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
:�
oo
3) Unbalanced roof live loads have been considered for this design.
No 68182
4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
* �•
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 2-11-9, Interior(1) 2-11-9 to 10-2-13, Exterior(2R) 10-2-13 to 13-2-13, Interior(1) 13-2-13 to
20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
3 OF
Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1.
O'•�
6) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
,�'.• �` Q
to the use of this truss component.
• \ , •'• ��
••Q R .......... •
��i
7) Plates checked for a plus or minus 0 degree rotation about its center.
SS '' • • • •'' �� %
�
Gable spaced
���� �� N A; ����
9) Thistruss hasbeen 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
Joaquin Velez PE No.68182
will fit between the bottom chord and any other members.
MiTek USA, Inc. FL Cert 6634
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3538 lb uplift at joint 1 and 3538 lb
6904 Parke East Blvd. Tampa FL 33610
uplift at joint 5.
Date:
12) This truss has been designed for a total drag load of 645 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist
April 2,2021
drag loads along bottom chord from 0-0-0 to 20-5-10 for 645.0 plf.
13) Th s truss des gn requ res that a m n mum of 1/16" structural wood sheath ng be appi ed d rectly to the top chord.
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417104
J40924
C04GE
GABLE
10
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:34 2021 Page 1
ID:xfoRdl D442reVtwo7_GVjwy6ARY-hB7hkGERtsOGg2PK5aeOGNS?mZ3THPxIDcTDWdzVB1I
5-4-3 10-2-13 15-1-7 20-5-10
5-4-3 4-10-10 4-10-10 5-4-3
3x4 =
3x4 =
1x4 II 1x4 II
2x4
4x4 =
3x6 = 3x4 =
1x4 11 1x4 11 1x4 I
Scale = 1:35.6
3x4 =
M
IM
O
0- - 3 6-11-12
13-5-14
20-2-13
205 10
0- - 3 6-8-15
6-6-3
6-8-15
0- - 3
Plate Offsets (X,Y)-- [3:0-2-0,0-0-12)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL) 0.09
6 >999
360
MT20
2441190
TCDL 12.0
Lumber DOL 1.25
BC 0.52
Vert(CT) -0.13
6-8 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.23
Horz(CT) 0.04
5 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -AS
Weight: 131 lb
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 5=0-8-0
Max Horz 1=11(LC 5)
Max Uplift 1=-715(LC 4), 5=-715(LC 5)
Max Grav 1=996(LC 9), 5=996(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1959/1415, 2-3=-1753/1331, 3-4=-1753/1331, 4-5=-1959/1415
BOT CHORD 1-8=-1202/1739, 6-8=-687/1134, 5-6=-1191/1739
WEBS 3-6=-393/577, 4-6=-434/467, 3-8=-393/577, 2-8=-434/467
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.,
,, 1 111 111I ��
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 2-11-9, Interior(1) 2-11-9 to 10-2-13, Exterior(2R) 10-2-13 to 13-2-13, Interior(1) 13-2-13 to
,���
N
20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
,`,%%
plane
Gable End Details as applicable, or consult building designer as per ANSI1TPI 1.
,� , G•E•N '
�� SAC••
qualified
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specificoo
` ••'
to the use of this truss component.
No 68182
5) Plates checked for a plus or minus 0 degree rotation about its center.
* �•
6) Gable studs spaced at 1-4-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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
S T OF
will fit between the bottom chord and any other members.
O'.•
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 715 lb uplift at joint 1 and 715 lb uplift at
,�'.• �` Q
joints.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord.
�` ••,• Q R \D-" \ ��
,��j Sl) •'' \ �>`,
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
T23417105
J40924
C05
Hip
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:34 2021 Page 1
ID:xfoRdl D442reVtwo7_GVjwy6ARY-hB7hkGERtsOGg2PK5aeOGNSOhZ3THPVIDcTDWdzVB11
10-3-9
5-4-3 10-2-1 10- 13 15-1-7 20-5-10
5-4-3 4-9-14 0- - 2 4-9-14 5-4-3
0-0-12
Scale = 1:35.7
4x4 =�
3x4 =
6-11-12
3x4 = 3x6 = 3x4 = 3x4 =
13-5-14
20-2-13
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 0.41
Vert(LL) 0.08
6-14 >999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.52
Vert(CT) -0.13
6-8 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.19
Horz(CT) 0.04
5 n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -AS
Weight: 87 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2
BOT CHORD
4-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 5=0-8-0
Max Horz 1=-12(LC 4)
Max Uplift 1=-624(LC 4), 5=-624(LC 5)
Max Grav 1=996(LC 9), 5=996(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1959/1196, 2-3=-1753/1131, 3-4=-1753/1131, 4-5=-1959/1196
BOT CHORD 1-8=-1024/1739, 6-8=-579/1139, 5-6=-1012/1739
WEBS 4-6=-430/411, 2-8=-430/411, 3-8=-331/573, 3-6=-331/573
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 2-11-9, Interior(1) 2-11-9 to 10-2-13, Exterior(2R) 10-2-13 to 14-5-12, Interior(1) 14-5-12 to
20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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 624 lb uplift at joint 1 and 624 lb uplift at
joint 5.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord.
,,`,\\IIIIIIIIIII�I
Ppu I N VFW �ii
oo
No 68182 ;
• X ►
:��• S OF '1JJAl 4R X
�eS �O N A11 �
Wo
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
T23417106
J40924
C06
Hip
2
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:35 2021 Page 1
ID:xfoRdl D442reVtwo7_GVjwy6ARY-9Oh4xcF3eA87IC_Xel9Fpa?CYzOvOtyuSGDn23zVB1 k
-3- 8-2-1 8-2-1 12-3-9 16-1-13 20-5-10
4-3-13 3-10 4 4-1-8 3-10-4 4-3-13
4x8 =
4x4 =
Scale = 1:34.6
M
IM
a
4x4 = 3x4 = 5x8 = 4x4 =
8-2-1
12-3-9
20-2-13 20510
0- - 3
7-11-4
4-1-8
7-11-4 0- - 3
Plate Offsets (X,Y)--
[1:0-1-8,0-2-01,[3:0-5-4,0-2-01,[6:0-1-8,0-2-01,[7:0-2-4,0-3-01
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.34
Vert(LL)
-0.11
8-11
>999
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.63
Vert(CT)
-0.22
8-11
>999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.18
Horz(CT)
0.04
6
n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -AS
Weight: 93 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 6=0-8-0
Max Horz 1=11(LC 5)
Max Uplift 1=-660(LC 4), 6=-660(LC 5)
Max Grav 1=996(LC 9), 6=996(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-1996/1381, 2-3=-1610/1118, 3-4=-1480/1109, 4-5=-1611/1118, 5-6=-1996/1381
BOT CHORD 1-8=-1203/1796, 7-8=-829/1387, 6-7=-1192/1796
WEBS 2-8=-459/413, 3-8=-107/286, 4-7=-136/286, 5-7=-458/414
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 2-11-9, Interior(1) 2-11-9 to 8-2-1, Exterior(2E) 8-2-1 to 12-3-9, Exterior(2R) 12-3-9 to 16-4-1,
,,1 111111I1
Interior(1) 16-4-1 to 20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
% �/�
IN
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
�%% 0.0
4) Provide adequate drainage to water ponding.
i
, •' �� C'•E N S�c'•�
prevent
5) Plates checked for a plus or minus 0 degree rotation about its center.00
`�
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
No 68182
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 660 lb uplift at joint 1 and 660 lb uplift at
joint 6.
S OF
9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord.
O�••
.,;
SS,O
ff
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
T23417107
J40924
C07G
Hip Girder
2
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3-3-6 6-1-3
3-3-6 2-9-13
5.00 12
4-1-10
4x8 =
Special
3 22
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:43 2021 Page 1
I D:xfoRd 1 D442reVtwo7_GVjwy6ARY-wwA5dLL4ld9?FRc36z177GKTtBAOuVv31 W9CKbzVB 1 c
14-4-8 17-2-4 20-5-10
4-1-10 2-9-13 3-3-6
Special
1x4 II Special 4x8 =
4 23 5
Scale = 1:33.9
M
IM
a
3x4 — 2x4 11 3x4 = Special 3x8 = 4x6 = 3x4 = 2x4 11 3x4 —
HJC26 Special Special HJC26
0- -13 3-3-6 6-1-3
10-2-13
14-4-8
17-2-4
20-2-13 20510
0- - 3 3-0-9 2-9-13
4-1-10
4-1-10
2-9-13
3-0-9 2- 3
Plate Offsets (X,Y)--
[1:0-5-6,0-2-31, [3:0-5-4,0-2-01, [5:0-5-4,0-2-01, [7:0-5-6,0-2-31
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.71
Vert(LL)
0.21
11
>999
360
MT20 2441190
TCDL 12.0
Lumber DOL 1.25
BC 0.42
Vert(CT)
-0.17
11
>999
240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.18
Horz(CT)
-0.05
7
n/a
n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MS
Weight: 230 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x6 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 7=0-8-0
Max Horz 1=-13(LC 4)
Max Uplift 1=-2050(LC 4), 7=-2049(LC 5)
Max Grav 1=2260(LC 19), 7=2260(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-5190/4789, 2-3=-5122/4837, 3-4=-5436/5180, 4-5=-5436/5180, 5-6=-5122/4839,
6-7=-5190/4791
BOT CHORD 1-13=-4355/4743, 12-13=-4355/4743, 11-12=-4368/4728, 9-11=-4357/4728,
8-9=-4344/4743,7-8=-4344/4743
WEBS 2-12=-514/523, 3-12=-1154/1219, 3-11=-719/753, 4-11=-696/813, 5-11=-718/753,
5-9=-1154/1219, 6-9=-514/523
Structural wood sheathing directly applied or 5-1-11 oc purlins.
4-0-0 oc bracing.
NOTES-
1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E) -0-0-7 to 2-11-9, Interior(1) 2-11-9 to 6-1-2, Exterior(2R) 6-1-2 to 10-2-13, Interior(1) 10-2-13 to 14-4-7,
Exterior(2R) 14-4-7 to 18-7-6, Interior(1) 18-7-6 to 20-6-1; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) Plates checked for a plus or minus 0 degree rotation about its center.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2050 lb uplift at joint 1 and 2049 lb
uplift at joint 7.
11) Use USP HJC26 (With 16-16d nails into Girder & 1Od nails into Truss) or equivalent spaced at 8-2-9 oc max. starting at 6-1-9 from
the left end to 14-4-2 to connect truss(es) to front face of bottom chord.
12) Fill all nail holes where hanger is in contact with lumber.
,%%%1111111111I../.*I
`%% P(�U IN
VFW
No 68182 ;
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 2,2021
Continued on page 2
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek& connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek`
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Baron Island Storage
T23417107
J40924
C07G
Hip Girder
2
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:43 2021 Page 2
I D:xfoRd 1 D442reVtwo7_GVjwy6ARY-wwA5dLL4ld9?FRc36zl77GKTtBA0uVv3l W9CKbzV B t c
NOTES-
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 292 lb down and 355 lb up at 8-1-15, and 281 lb down and 355 lb up
at 10-2-13, and 292 lb down and 355 lb up at 12-3-12 on top chord, and 64 lb down and 37 lb up at 8-1-15, and 64 lb down and 37 lb up at 10-2-13, and 64 lb down and
37 lb up at 12-3-12 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, 3-5=-64, 5-7=-64, 14-17=-16
Concentrated Loads (lb)
Vert: 12=-706(F) 11=-50(F) 4=-112(F) 9=-706(F) 22=-112(F) 23=-112(F) 26=-50(F) 27=-50(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
T23417108
J40924
ZCJ1
Jack -Open
8
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
TRUSS MUST BE CONNECTED TO THE BEARINGS 2x3 =
FOR ALL VERTICAL AND HORIZONTAL REACTIONS (BY OTHERS).
Careful consideration should be given to bearing conditions.
Bearings and truss to bearing connections should be designed
in such a manner that they will safely withstand the
lateral forces of the trusses.
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:43 2021 Page 1
ID:xfoRd 1 D442reVtwo7_GVjwy6ARY-wwA5dLL4ld9?FRc36zl77GKcvBEDuXk31 W9CKbzVB 1 c
0-11-4
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/deft
6 n/r
6 n/r
n/a
L/d
120
120
n/a
PLATES GRIP
MT20 2441190
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. 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. %11 1 1 � � 111'
4) Plates checked for a plus or minus 0 degree rotation about its center. ,,�� P Q U N
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , O F I♦,
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �
will fit between the bottom chord and any other members. `,% , �. G E N 5�.,� ♦♦�,
7) Refer to girder(s) for truss to truss connections.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 2. No 68182
�:. S F .�
."e4'F '0 N A'
Joaquin Velez PE No.68182
MITek USA, Inc. FL Cart 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
T23417109
J40924
ZCJ3
Jack -Open
8
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:44 2021 Page 1
ID:xfoRdl D442reVtwo7_GVjwy6ARY-06kTghMiWxHstbAFghpMgUtk4bWOd_DW9uls2zVB1 b
2-11-4
2-11-4
Scale = 1:11.0
2x3 =
0-2-13 2-11-4
0-2-13 2-8-7
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.36
Vert(LL) 0.01 3-6 >999 360
MT20 2441190
TCDL 12.0
Lumber DOL 1.25
BC 0.41
Vert(CT) -0.01 3-6 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 2 n/a n/a
BCDL 8.0
Code FBC2020/TP12014
Matrix -MP
Weight: 9 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD 4-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Horz 1=198(LC 4)
Max Uplift 1=-155(LC 4), 2=-21O(LC 4), 3=-41(LC 4)
Max Grav 1=159(LC 9), 2=137(LC 9), 3=51(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=165mph (3-second gust) Vasd=128mph; TCDL=7.Opsf; BCDL=4.8psf; h=17ft; Cat. 11; Exp D; Encl.,
GCpi=0.18; C-C Exterior(2E); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4) Plates checked for a plus or minus 0 degree rotation about its center.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
,, 1 111 111I1
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide
11
N V
P
will fit between the bottom chord and any other members.
0.0 F /�
`O<�
7) Refer to girder(s) for truss to truss connections.
8) Provide bearing 155 lb 1, 210 lb
•
,
�� C'•E N S�c'•� ��
mechanical connection (by others) of truss to plate capable of withstanding uplift at joint uplift at
•'
joint 2 and 41 lb uplift at joint 3.00
No 68182 ;
:�•' S
OF
\•
.,;
SS,O
ff
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
T23417110
J40924
ZCJ5
Jack -Open
8
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:44 2021 Page 1
ID:xfoRd1 D442reVtwo7_GVjwy6ARY-06kTghMiWxHstbAFghpMgUtf7bSKd_DW9uls2zVB1 b
4-11-4
4-11-4
Scale = 1:15.1
2x4 =
-2-1 4-11-4
22 1 4-8-7
Plate Offsets (X,Y)-- [1:0-1-8,0-1-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.67
Vert(LL) 0.09 3-6 >669 360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.67
Vert(CT) 0.07 3-6 >848 240
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: 16 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD 4-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Harz 1=325(LC 5)
Max Uplift 1=-263(LC 4), 2=-368(LC 5), 3=-50(LC 5)
Max Grav 1=270(LC 9), 2=240(LC 9), 3=83(LC 3)
FORCES. (Ib) -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 2-11-9, Interior(1) 2-11-9 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.
,, 1 111 111I1
4) Plates checked for a plus or minus 0 degree rotation about its center.
11
N V
P
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
0.0 F /�
`�<�
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
•
, C'•E N S�C'•�
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, 368 lb uplift at
No 68182
joint 2 and 50 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.
OF
.00 Al
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
T23417111
J40924
ZEJ6
Jack -Open
6
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
3x4 =
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:45 2021 Page 1
ID:xfoRd1 D442reVtwo7_GVjwy6ARY-sJls21 MKHEPjUkISEOKbDhPoL?kaMREMIpeJPUZVBt a
6-1-2
6-1-2
Scale = 1:18.4
6-1-2
2-1
-1
5-10-5
Plate Offsets (X,Y)-- [1:0-1-4,0-0-121
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.77
Vert(LL) 0.16
3-6 >447
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.86
Vert(CT) -0.14
3-6 >525
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: 19 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
4-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical
Max Harz 1=366(LC 5)
Max Uplift 1=-302(LC 4), 2=-439(LC 5), 3=-42(LC 5)
Max Grav 1=329(LC 9), 2=297(LC 9), 3=100(LC 3)
FORCES. (Ib) -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 2-11-9, Interior(1) 2-11-9 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.
,, 1 111 111I1
4) Plates checked for a plus or minus 0 degree rotation about its center.
11
N V
P
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
0.0 F /,
`�• <�
will fit between the bottom chord and any other members.
, •' �� C'•ENS
�C'•�
7) Refer to girder(s) for truss to truss connections.
`�
'
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 1, 439 lb uplift at
No 68182
joint 2 and 42 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.
OF
.00
\•
ON �
A' jNo
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
T23417112
J40924
ZEJ6A
Monopitch
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946,
8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:45 2021 Page 1
ID:xfoRdl D442reVtwo7_GVjwy6ARY-sJls21 MKHEPjUkISEOKbDhPn7?kTMREMIpeJPUzVB1 a
6-1-2
6-1-2
2x4 11
2
3x6 11
Scale = 1:19.0
3x4 =
0 2-1
6-1-2
0-2-1
5-10-5
Plate Offsets (X,Y)-- [1:0-1-8,0-0-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.85
Vert(LL) 0.16
3-6 >445
360
MT20 244/190
TCDL 12.0
Lumber DOL 1.25
BC 0.87
Vert(CT) -0.14
3-6 >517
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 -AS
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=353(LC 4)
Max Uplift 1=-302(LC 4), 3=-461(LC 5)
Max Grav 1=324(LC 9), 3=377(LC 9)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
TOP CHORD 2-3=-290/418
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 2-11-9, 1nterior(1) 2-11-9 to 5-11-6; 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. P,, 1 111 111I1
3) Plates checked for a plus or minus 0 degree rotation about its center. ,` `�• U N V <�
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. `� , �� G•E N S�'•� '
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 lb uplift at joint 1 and 461 lb uplift at No 68182
joint 3.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord.
:�•' S OF
Al
.,;ss,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
T23417113
J40924
ZHJ6
Diagonal Hip Girder
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:46 2021 Page 1
ID:xfoRdl D442reVtwo7_GVjwy6ARY-KVsEFNNy2YXa6uKeo5sglvyxLP845ooW_TNsxwzVB1Z
4-5-5 8-6-11
4-5-5 4-1-7
2x4 11 Scale = 1:19.0
3 4
3x4 =
10-4-0
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/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.95
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 5-10-0 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 5)
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=-240/338
BOT CHORD 1-7=-1350/960, 6-7=-1350/960
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
U N V
to the use of this truss component.
3) Plates checked for a plus or minus 0 degree rotation about its center.
`0.
OP • <�
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
, •' �� C'•E N S�c'•�
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
`�
oo
will fit between the bottom chord and any other members.
No 68182
6) Refer to girder(s) for truss to truss connections.
* �•
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
0 l '
4-2-15, 316 lb down and 237 lb up at 4-2-15, and 387 lb down and 356 lb up at 7-0-14, and 387 lb down and 356 lb up at 7-0-14 on
O�•,
4
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
,�'.• �`� IDQ;�•
��
down and 39 lb up at 4-2-15, and 50 lb down and 50 lb up at 7-0-14, and 50 lb down and 50 Ib up at 7-0-14 on bottom chord. The
Q R \ \�`;
��i�
design/selection of such connection device(s) is the responsibility of others.
SS.......... �C> �':
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
���� �� N A; 00
LOAD CASE(S) Standard
Joaquin Velez PE No.68182
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
MiTek USA, Inc. FL Cert 6634
Uniform Loads (plf)
6904 Parke East Blvd. Tampa FL 33610
Vert: 1-3=-64, 3-4=-24, 5-8=-16
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
T23417113
J40924
ZHJ6
Diagonal Hip Girder
4
1
Job Reference (optional)
East Coast Truss, Ft. Pierce, FL - 34946, 8.430 s Mar 22 2021 MiTek Industries, Inc. Thu Apr 1 05:29:46 2021 Page 2
ID:xfoRdl D442reVtwo7_GVjwy6ARY-KVsEFNNy2YXa6uKeo5sglvyxLP845ooW_TNsxwzVB1Z
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 7=-29(F=-14, B=-14) 13=-106(F=-53, B=-53) 14=-108(F=-54, B=-54) 15=-69(F=-34, B=-34)
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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