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HomeMy WebLinkAboutTruss5PAGING NOTE
ALL TRUSSES ARE TO BE SET DON'T LIFT TRUSSES
AT-2" O ON CENTER WITH SPANS LONGER THAN
EXCEPT AS NOTED 30'BY THE PEAK.
- -- - -- CONSULT BCSI
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
ARRANGE WITF
r 1• not stand on
J2
Id'
13'-
Al
Al
Nails must be as
I shown. Guide tabs o Al .,
Dome angle nails.
At
Truss _ v
A
01
A Wino
i— N lL
A F�
QQF—
A W J d
2'W�
z
A WU 0
�rnQ
W_
SEAT PLATES BY CHAMBERS Z
O
A
A
T SETBACK BOSTON HIP TRUSS
BH7
% INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER GRB
AT A HEIGHT OF 8'-1"
3
ABOVE FINISHED FLOOR
J3 rn
.The A chitect's or Architect's representaf:ive•s
shop drawing approval is NOT a
CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH "double check" efthe contractor.
emain responsible
The contractor shall remain responsib�0e,
fc r checking field measurements and
.isses until they are braced per BCSI & properly nailed to straps & hangers et erconstruction criteria. Architects
approval covers general', roof shape,',
review of truss strapping, and loading bn:I
stru ture from ravi8 and uplift loads tl-! 35' -- - --- _ _. - - _ --- -- 35' ch i r p a
J, 11 M11 -11 u, 0
I I
0
12 u'
4.00
------ - --� JC
- - - - - - - - - - - - - - - - - -
LO 8'_1„ I
-------------------- - - -+ —— - Sib
heel =315116 15'-10" fi'-4" 2'-2
PLUMB CUT END
2 x 4 Top Chord --- 35'
BEARING HEIGHT 8'-1" GARAGE L E F
4A
9'- " 2'-2"
k�
JC
_ — 21' 14'
N
V
rD
m
m
D7
m
00
eoll
-
oo
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4
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60
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O
J6
J6
s
GRC
90
A6
I
A4
A3
I
A2
I.
Al
I
Al
1
Al
12 21N
13'-72"
Ari
I
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ti.-.....
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---- -- -- --- -1 -�---- --
----�_
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A
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7' SETBACK BOSTON HIP TRJSS
17
BH7.
N.'> i. GRB
B �.
J3
s
B 7J1
9
I
I
GRA
"
I I o
in
o JC :
h JC
�----I
_ —
fV I —
s
(V ?0 I N
✓
B— — — — — — — — - — — — — — — — — — — — — — — — —
V-84. 1' •
2'-2" 9' 6" '-2" 5' 4" - — ---- 15-10" — —
- -- - 35'
t
r.- ec rve oc a.
ti
Dat roved By ;., Braden 3..6713e^.en
FABRICATION AGREEMENT
TRUSSES CANNOT 6E STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The legal description of the property whore the trusses wail be Installed Is:
.The undersigned acknowedges and agrees:
1,,Trusses will be made In strict accordance with this truss placement diagram layout,
which 15 the sole authority for determiningsuccessful fabrication of the trussns.
2. All dlmenslons In this layout have been verified by the undersigned.
.3. lJnless written notice Is provided by oerbfied mall to Chambers Trues within tan 00)
days of delivery the undersigned agrees that no backohames will be allowed. In the event
such written notice Is fumished Chambers Truss shall have three (3) bu ness days In which
to begin repairs required, or to subsffiule other trusses, at Chambers opll�n.
4. The undersigned acknowledges receipt of "BCSI 1.03" summary sheet by'rPI & WTCA.
5, Delivery Is to Job site. It Is the buyera'respons)blifly to make the Job site suitable for
delivery. Chambers Truss has the sole authority to determine the suitability of the Job site or a
portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only,
The buyer Is responsible for additlonal delivery expenses If Chambers Truss has to redeliver
because job she Is not prepared for delivery or buyer Is not prepared for delivery of trusses,
Buyer le responsible to Chambers Truss for towing costs due to site conditions.
5. Price as shown 11 paragraph 7 below Is subject to change If any changes are, made In
title..layoul A $50 per hour fee for revisions may be charged by Chambers Truss, ,
.7: This is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If na;
agreement a reasonable price. Invoice will be made on delivery and paid wlthln terms of net
on delivery. Invoice may. be made at scheduled date of delivery If buyer cannot accepi
delivery of fabricated trusses. The undersigned agrees to pay Chambers.TNss reasonable
akomey's fee for collections In event of payment not timely made. 1.12 %per month servJoe
charge will be added for all sums not paid within terns.
. S. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein.
9.In consideration of Chambers Truss Wending credit for this material the undersigned
unconditionally guarantees payment when due of any and all Indebtedness owed to
Chambers Truss by any entity receiving material and the undersigned agrees to pay such
Indebtedness Including sUpmays fees, If default In payment for material be made by the
recipient. 1.
10. In the event of any litigation oonceming this agreement, the Items furnished hereunder
or payments referred to herein, the parties agree that the sole venue for any such action wlli
be Saint Ucle County, Florida,
11. Design responsibilities are per "National Standard And Recommended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses
ANSVTPVWTCA 4-2002""
DATED ....,`y.. .
SIGNED
FOR_, TITLE '
Aspreader bar may bere" per"BC I-W'tDptsveritIri&damage.
Multiple ply trusses must be fastened tog®thar per engineering
before they are set failure to do so can result In roof collapse.
Temporary and permanent bracing are required and can save life
and property and Is the responslblllty of the truss erector.
Study the contents of the Information packet Included on delivery
before setting trusses.
Tnmses mustbeasiand braced per design to pretrerrt iNury& damage.
Trusses must be set plumb and square
Do riotset bunks or stack of plywood, roofing material or any I
other concentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBER" TRUSS INC
3105 Oleander Avenue
Fort Plercei Florida 34982-6423
800-551-5932
Fort Pierce 772-465-2012 Fax 772-465-8711
Vero Beach 772-5569.2012 Stuart 772-286.3302
92.0/93.2.MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Criteria ASCE 7-2010
RWindDesign
2
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing MateriahEVIEVM&RM
H
" I
C
w
Loading in P�F L.
Top Chord CO bAN D.
c
L
"
Lit�fgODE
Top Chord DAT. LOCI OUNT `Z
w
m
to
Bottom Chord Live P"'b Non -Concurrent
ea
o
Bottom Chord Dead 10 3
R
TOTAL Load 37 7.2
w
y
Duration Factor 1.25
�,
Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 1 '- "
Building Type � Ply
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
R.D.L.=Restraining Dead Load C.B.=Continuous Bracin
Verify DESIGN CRITERIA shown above with the
j building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: M11324
Scale: 1 /4 = 1'
LLJ 83 total trusses, 27 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
�s Date:07/19/12 Revised:03/21/18
FOR Revised:3/05/2020
WYNNE BUILDING CORP.
GARAGE RIGHT �: RESCRIPTION: -7� � �
'�10 OYALE
OCZ. PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
27 TRUSS DRAwING:' ARE ATTACHED To L-AYOUT M 11324
3a /l�o9q/es
NEI
MiTek"
RE: ml1324 " MiTek USA, Inc.
THE ROYALE 6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer: WYNNE BUILDING CORPORATION Project Name: m11324
Lot/Block: Model: ROYALE
Address: UNKNOWN Subdivision:
City: ST LUCIE State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 165 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 27 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal#
Truss Name
Date
No.
Seal#
Truss Name
Date
1
T19781776
A
9/11/2020
21
T19781796
JC
9/11/2020
2
T19781777
Al
9/11/2020
22
T19781797
KJ5
9/11/2020
3
T19781778
A2
9/11/2020
23
T19781798
KJ8
9/11/2020
4
T19781779
A3
9/11/2020
24
T19781799
KJA
9/11/2020
5
T19781780
A4
9/11/2020
25
T19781800
KJB
9/11/2020
6
T19781781
A6
9/11/2020
26
T19781801
MV2
9/11/2020
7
T19781782
B
9/11/2020
27
T19781802
MV4
9/11/2020
8
T19781783
BH7
9/11/2020
9
T19781784
GRA
9/11/2020
10
T19781785
GRB
9/11/2020
11
T19781786
GRC
9/11/2020
12
T19781787
J1
9/11/2020
13
T19781788
J2
9/11/2020
14
T19781789
J3
9/11/2020
15
T19781790
J4
9/11/2020
16
T19781791
J5
9/11/2020
17
T19781792
J6
9/11/2020
18
T19781793
J8
9/11/2020
19
T19781794
JA
9/11/2020
20
T19781795
JB
9/11/2020
This item has been electronically signed and sealed by ORegan, Philip using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
The truss drawing(s) referenced above have been prepared by
MiTek
Inc under my direct supervision
based on the �parameters provided by Chambers Truss. ����� �Q ,3! 10"r?
Truss Design Engineer's Name: ORegan, Philip �`� �Nv •• 0 E N •• �'9 ���
My license renewal date for the state of Florida is February 28, 2021. Q •'•�� SF'•!L �'.
Florida COA: 6634 N o 5 8126
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 ANSI/TPI
'fl '
comply with 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
O :•. STATE O F :
given to MiTek. Any project specific information included is for MiTek
customers file reference purpose only, and was not taken into account in the of
��/
•
"I��'•. < O P,•• ♦
preparation
these designs. MiTek has not independently verified the applicability of the design
p R % %-'
�� �' • • • �`
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.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610 September 11, 2020
nara-
1 of 1
ORegan, Philip
Job
Truss
Truss Type
City
Ply
THE ROYALE
T19781776
M11324
A
COMMON
10
1
%
Job Reference (optional)
x:namoers i cuss, Inc., I-crr vierce, t-L a. i au s Mar i i art o the t eK muustries, mc. i ue mar cv ic:oy: 11 cucu
ID:_kflGCA6bx7j2Syl HDXFw7ye3KX-bdFkwKP1 W Vd5kvh4gXmgUQgkzjKtK4bfmPcjq
1-0-0 8-4-0 12-11-0 17-6-0 22-1-0 26-8-0 35.0-0
-0-0 8-4-0 4-7-0 4-7-0 4-7-0 47-0 8-4-0
�1
0
Scale = 1:59.3
4.00 12 4x5 =
17 '" 15 -" -" 14 '- 12
4x5 —_ 2x3 II Sx6 WB = 3x8 = 2x3 I 4x5 =
3x8 = 5x6 WB =
8- -0
12-11-0
22-1-0
26-8-0
35-0-0
8-4-0
4-7-0
9-2-0
4-7-0
8-4-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (too)
I/deft
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.59
Vert(LL)
0.33 14-15
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.68
Vert(CT)
-0.64 14-15
>652
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.63
Horz(CT)
0.13 10
n/a
n/a
BCDL 10.0
Code FBC2017lrP12014
Matrix -MS
Weight: 169 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=1399/0-8-0, 10=139910-8-0
Max Horz 2=-223(LC 8)
Max Uplift 2=-775(LC 10), 10=-775(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3404/2226, 3-5=-2807/1885, 5-6=-2801/1990, 6-7=-2801/1990, 7-9=-2807/1885,
9-10=3404/2226
BOT CHORD 2-17=-1946/3218, 15-17=-1946/3218, 14-15=-1116/2053, 12-14=-1946/3188,
10-12=-1946/3188
WEBS 6-14=-598/1034,7-14=-252/246,9-14=-702/541, 6-15=-598/1035, 5-15=-253/246,
3-15=-701 /541
Structural wood sheathing directly applied or 3-1-13 oc pudins.
Rigid ceiling directly applied or 4-10-7 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat..
II; Exp Q Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-8-6, Exterior(2) 12-8-6
to 17-6-0, Interior(1) 22-1-0 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) 100.01b AC unit load placed on the top chord, 17-6-0 from left end, supported at two points, 5-0-0 apart.
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, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 775 lb uplift at joint 2 and 775 lb uplift at
joint 10.
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/f quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. ORegan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
March 24,2020
iVdiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Ply
THE ROYALE
T19781777
M11324
Al
SPECIAL
�Qty
9
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:18 2020 Page 1
ID:—kfiGCA6bx7j2Syl HDXFw7ye3KX-3gp67gQfHplyL3GGEEHvl dDr47c?3X1 o?3LGM_zXjGp
1-0-0 7-8-0 13-7-8 11 -0 23-11-12 26-9-10 35-0-0 6-0
-0-0 7-8-0 5-11-8 3-10-8 6-5-12 2.9-14 8-2-6 -0-0
Scale = 1:60.3
�1
0
5x8 MT18HS =
4.00 12
3x5 = 2x3 II SA2 = 3x12 zz
2.00 12
7-8-0 13-7.8 23-11-12
35-M
7-8-0 5-11-8 1044
11-0-4
Plate Offsets (X,Y)—
[2:0-1-2,Edge], [8:0-3-0,Edge], [10:0-1-15,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.89
Vert(LL) 0.80 12 >525 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.94
Vert(CT) -1.39 12-13 >302 240
MT18HS 244/190
BCLL 0.0
Rep Stress Incr YES
WB 0.62
Horz(CT) 0.37 10 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Weight: 159 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-12
6-12: 2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (Ib/size) 2=1349/0-8-0, 10=134910-8-0
Max Horz 2=-223(LC 8)
Max Uplift 2=-825(LC 10), 10=-825(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=330912433, 3-5=-2581/2012, 5-6=-2548/2113, 6-7=-5337/4002, 7-9=-5302/3868,
9-10=5702/4143
BOT CHORD 2-14=-2151/3113, 13-14=-2151/3113, 12-13=-1450/2202, 10-12=-3809/5431
WEBS 3-14=0/265, 3-13=-813/590, 5-13=-269/317, 6-13=-317/567, 6-12=-236213388,
7-12=-298/368, 9-12=-405/352
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 12-8-6, Exterior(2) 12-8-6
to 17-6-0, Interior(1) 22-3-10 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
This item has been
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
electronically signed and
will fit between the bottom chord and any other members, with BCDL = IO.Opsf.
sealed by ORegan, Philip, PE
6) Bearing atjoint(s) 10 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify
using a Digital Signature.
capacity of bearing surface.
Printed copies of this
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at
joint 10.
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall q�
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
always required for stability and to prevent collapse with possible personal Injury and property, damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Ply
THE ROYALE
T19781778
M11324
A2
SPECIAL
�Qty
1
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:19 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-XONULORH26uozDrSoyo8Zrl3jXxjoyGyEj5gvQzXjGo
1-0-0 8-0-1 13-7-8 16-0-0 19-0-0 23-11-12 26-9-9 35-0-0 6-0-
0-0 8-0-1 5-7-7 2 4 8 3-0-0 4-11-12 2-9-13 8-2-7 0-0
4.00 12
3x5 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
15
2x3 II
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
YES
Code FBC2017ITP12014
REACTIONS. (lb/size) 2=1349/0-8-0, 10=134910-8-0
Max Horz 2=-205(LC 8)
Max Uplift 2=-825(LC 10), 10=-825(LC 10)
5x6 = 4x4 =
5x6 =
2.00 12
19-0-0 23-1
3x12
Scale = 1:62.3
CSI.
DEFL.
in (loc) I/deft Ud
PLATES
GRIP
TC 0.70
Vert(LL)
0.75 12 >559 360
MT20
2441190
BC 0.98
Vert(CT)-1.0212-21 >412 240
MT18HS
244/190
WB 0.75
Horz(CT)
0.37 10 n/a n/a
Matrix -MS
Weight: 160 lb
FT = 0%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-4-8 oc
purlins.
BOT CHORD
Rigid ceiling directly applied or 2-2-0 cc bracing.
WEBS
1 Row at midpt 7-13
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3315/2113,3-5=-2515/1641, 5-6=-2524/1699,6-7=-2672/1734, 7-9=-5246/3199,
9-10=-5687/3567
BOT CHORD 2-15=-1849/3111, 14-15=-1849/3111, 13-14=-121712314, 12-13=-2804/5025,
10-12=-3257/5414
WEBS 3-15=0/300, 3-14=-954/692, 5-13=-206/561, 6-13=-357/632, 7-13=-2796/1678,
7-12=1082/1957, 9-12=-479/463
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6
to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at
joint 10.
®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
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 Quality Criteria, DSB-89 and BCSI Building Component
Salary Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. ORegan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
MiTek°
6904 Parke East Blvd.
Tampa, FL 36610
March 24,2020
Job
Truss
Truss Type
Ply
THE ROYALE
T19781779
M11324
A3
SPECIAL
�Qty
1
1
's
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar Z4 12:b4:ZU 'LULU Nage 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-?CxsYMSvpQOfbNQfLfJN621EjxHyXPZ5SNgNRSZXjGn
1-0-0 8-0-1 14-0-0 21-0-0 23-11-12 26 9-10 35 0-0 6-0-
-0-0 8-0-1 5-11-15 7-0-0 2-11-12 2-9-14 8-2-6 -0-0
5x6 =
n nn
4x6 =
km.. l
Scale=1:61.3
13
2x3 II 5x6 = 3x12 =
3x5 = 2.00 12
21-0-0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CSI.
TC 0.69
BC 0.98
WB 0.74
Matrix -MS
DEFL. in (loc) I/deft Ud
Vert(LL) 0.72 10 >582 360
Vert(CT) -0.98 10-19 >427 240
Horz(CT) 0.35 8 n/a n/a
PLATES
MT20
MT18HS
Weight: 158 lb
GRIP
244/190
2441190
FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
Structural wood sheathing directly applied or 2-5-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1349/0-8-0, 8=1349/0-8-0
Max Horz 2=-181(LC 8)
Max Uplift 2=-825(LC 10), 8=-825(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3286/2122, 3-4=-2556/1711, 4-5=-3161/2095, 5-6=-3304/2150, 6-7=-5214/3232,
7-8=-5695/3643
BOT CHORD 2-13=-1853/3079, 12-13=-1853/3079, 11-12=-1338/2410, 10-11=-2826/4982,
8-10=-3331/5422
WEBS 3-13=0/293, 3-12=-854/595, 4-11=-480/959, 5-11=-360/724, 6-11=-2280/1355,
6-10=-1118/1934, 7-10=-530/515
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interjor(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6
to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
This item has been
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.
electronically Signed and
7) Bearing atjoint(s) 8 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify
sealed by ORegan, Philip, PE
capacity of bearing surface.
using a Digital Signature.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at
Printed cop ies of this
joint 8.
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. oRegan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
®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 MOEe
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, DSX89 and Bost 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
THE ROYALE
T19781780
M11324
A4
SPECIAL
1
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:22 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-xb2cz2T9L1 GNggal T4MrBTNaQkzc7lfOwhJUWIzXjGI
1-0-0 6-5-8 121-0 17-8-4 23-0-0 2 11-1 26-9-9 35.0.0 6-0-
0-0 6-5-8 5 6 8 5-84 5 3 12 0-11-1 2-9-13 8 2-7 -0-0
4.00 12
3x6 =
5x6 = 3x4 =
14 13 3x4
3x4 = 5x6 =
2.00 12
5x8 =2x3 II
6 7
Scale=1:61.3
3x12 zz
0 �(Ic,
0
8-8-2 13-7-8
17-6-0
23-11-12
35.0.0
8-8-2 4-11-6
3-10-8
6-5-12
11-0.4
Plate Offsets (X,Y)—
[2:0-0-6,Edge], [6:0-4-0,0-2-3], [9:0-1-15,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc)
I/defl
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC
0.67
Vert(LL) 0.73 11-12
>572
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
Bc
0.96
Vert(CT) -0.98 11-20
>429
240
MT18HS
244/190
BCLL 0.0
Rep Stress Incr YES
WB
0.77
Horz(CT) 0.36 9
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 160 lb
FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1349/0-8-0, 9=1349/0-8-0
Max Horz 2=157(LC 9)
Max Uplift 2=-825(LC 10), 9=-825(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3367/2256, 3-4=-3093/2069, 4-5=-2645/1853, 5-6=-3425/2347, 6-7=-5165/3301,
7-8=5219/3301, 8-9=-5704/3714
BOT CHORD 2-14=2000/3170, 13-14=-1488/2537, 12-13=-2065/3480, 11-12=-2440/4196,
9-11=-3399/5431
WEBS 3-14=-429/415, 4-14=-323/584, 4-13=-142/386, 5-13=-1125/697, 5-12=-141/467,
6-12=-861/437, 6-11 =-1 145/2016, 8-11=-542/518
Structural wood sheathing directly applied or 2-5-6 oc purlins.
Rigid ceiling directly applied or 2-2-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte6or(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 31-2-6, Exterior(2) 31-2-6
to 36-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise Indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing atjoint(s) 9 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 825 lb uplift at joint 2 and 825 lb uplift at
joint 9.
® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5fl9/2020 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
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP/1 quality Criteria, DSB-89 and BCS/ Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
THE ROYALE
T19781781
M11324
A6
HIP
1
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:23 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-Pnc7AOUo6LOESg9E1 nt4khwkW8Mmktl Y9L312BzXjGk
1-0-0 6-7-15 10-0-0 13-8-0 21-4-0 25 0-0 28 4-1 35-0-0
-0-0 6-7-15 3-4-1 3-8-0 7-8.0 3-8-0 3.4-1 6-7-15 -0-0
4x5 =
5x8 = 2x3 II 24 II Sx8 =
4.00 12
4 23 24 5 25 26 6 27 28 7
3x4 = 4x6 = 3x4 =
3x4 = 4x6 = 3x4 =
10-M 13-8-0 21-4-0 25-0-0 35-0-0
10-0-0 3-8-0 7 8-0 3-8-0 10-0-0
Plate Offsets (X,Y)— [2:0-1-14,Edge), [4:0-5-4,0-2-8), [7:0-5-4,0-2-8), [9:0-1-14,Edge)
LOADING (psf)
SPACING-
2-0-0
cSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.71
TCDL
7.0
Lumber DOL
1.25
BC 0.71
BCLL
0.0
Rep Stress Incr
YES
WB 0.31
BCDL
10.0
Code FBC2017/TPI2014
Matrix -MS
Scale = 1:60.3
4x5 =
DEFL.
in (loc)
I/dell
Lid
PLATES GRIP
Vert(LL)
0.6011-13
>424
360
MT20 244/190
Vert(CT)
-0.78 13
>328
240
Horz(CT)
0.11 9
n/a
n/a
Weight: 153 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1118/0-8-0, 14=379/0-8-0, 9=1201/0-8-0
Max Harz 2=-133(LC 8)
Max Uplift 2=-692(LC 10), 14=-219(LC 10), 9=-739(LC 10)
Max Grav 2=1118(LC 1), 14=454(LC 19), 9=1206(LC 20)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2600/2341, 3-4=2215/1960, 4-5=-2527/2290, 5-6=-2527/2290, 6-7=-2527/2290,
7-8=-2531/2224, 8-9=-2880/2572
BOT CHORD 2-16=-2074/2444, 14-16=-1569/2065, 13-14=-1968/2527, 11-13=-1833/2382,
9-11=-2290/2707
WEBS 3-16=-495/599, 4-16=-206/347, 4-14=-541/820, 5-14=-526/591, 6-13=-234/311,
7-13=-182/282, 7-11=-355/492, 8-11=-444/551
Structural wood sheathing directly applied or 2-2-0 oc purlins.
Rigid ceiling directly applied or 4-6-3 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 16-9-7, Interior(1) 16-9-7 to 18-2-9, Exterior(2) 18-2-9
to 25-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other jive loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 2, 219 lb uplift at
joint 14 and 739 lb uplift at joint 9.
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ' ANSI1TPI1 Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. URegan PE No.58128
MiTek USA, Inc. FL Cert 8634
6604 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
Not
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Ply
THE ROYALE
�Qty
T79781782
M11324
B
COMMON
3
1
1
Job Reference (optional)
£hambers Truss, Inc., Fort Pierce, FL 8A 30 s Mar 112018 MiTek Industries, Inc. Tue Mar 2412:54:24 2020 Page 1
ID:—kfiGCA6bx7j2Syl HDXFw7ye3KX-uzANOjVQtfW53JQaVOJGuT7gYo2TNIhN7oaadzXjGj
1-M 1 6-11-0
4x6 =
2x3
3x4 =
Scale: 1/2"=l'
3x4 =
I!9
0
6-11-0
13-10-0
6.11.0
6-11-0
Plate Offsets (X,Y)—
[2:0-2-10,Edge], [4:0-2-10,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.37
Vert(LL) 0.10
5-8 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.33
Vert(CT) -0.13
5-8 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.12
Horz(CT) 0.01
4 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 47 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 7-7-1 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=510/0-8-0, 2=568/0-8-0
Max Horz 2=93(LC 9)
Max Uplift 4=-292(LC 10), 2=-377(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-967/954, 3-4=-966/952
BOT CHORD 2-5=-785/883, 4-5=-785/883
WEBS 3-5=-84/315
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=4511; L=50ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces 8. MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 4 and 377 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.68126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
March 24,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. Sit 9/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall MiTek*
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i lT
ek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the i!>7
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSBTPI! Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
THE ROYALE
T19781783
M11324
BH7
BOSTON HIP
1
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:25 2020 Page 1
I D:_kfiGCA6bx7j2Syl HDXFw7ye3KX-MAklb3W2dyeyh8lc8CvYp6?4vy5bCkwgcfY864zXjGi
16-6-0 21-6-0
1-0-0 7-0-0 9-0-0 11-6-0 13-" 1 -0 17-6-0 19-6-0 21-0-0 23-6-0 25-6-0 28-1 35-0-0
-0-0 7-0-0 2-6-0 1 2-0-0 0-6 1-6-0 2-0-0 2-0-0 1-6-00-6 2-0-0 2-0-0 2-6-0 7-0-0 -0-0
3x5 =
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
4.00 12 5x6 =
12 14
16
35 — 33 32 -. 30
SPACING-
2-0-0
Plate Grip DOL
1.25
Lumber DOL
1.25
Rep Stress Incr
YES
Code FBC2017/TPI2014
REACTIONS. (lb/size) 2=1349/0-8-0, 28=1349/0-8-0
Max Horz 2=-223(LC 8)
Max Uplift 2=-825(LC 10), 28=-825(LC 10)
4x6 = 3x8 =
3x4 = 4x6 =
Scale = 1:62.6
3x6 =
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TC 0.72
Vert(LL) 0.51 32-33 >826 360
MT20 244/190
BC 0.56
Vert(CT) -0.67 32-33 >628 240
WB 0.48
Horz(CT) 0.14 28 n/a n/a
Matrix -MS
Weight: 208 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing.
JOINTS 1 Brace at Jt(s): 11, 18, 15, 7, 23
TOP CHORD MUST BE BRACED BY END JACKS,
ROOF DIAPHRAGM, OR PROPERLY CONNECTED
PURLINS AS SPECIFIED.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3392/2640, 34=1213/956, 4-8=-11571946, 8-9=-11451979, 9-12=-1122/1028,
12-14=-1125/1090,14-16=-1124/1089,16-19=-1121/1028,19-22=-1145/979,
22-26=-11571946, 26-27=-12141956, 27-28=-3393/2641, 3-5=-2373/2046, 5-7=-2376/2050,
7-10=-2376/2050, 10-11=-2376/2050, 11-13=-2376/2050, 13-15=-2376/2050,
15-17=-2376/2050, 17-18=-2376/2050, 18-20=-2368/2046, 20-23=-2368/2046,
23-25=-2368/2046, 25-27=-2364/2041
BOT CHORD 2-35=2358/3190, 33-35=-2360/3166, 32-33=-2652/3448, 30-32=-2361/3167,
28-30=-2358/3191
WEBS 3-35=0/284, 27-30=0/285, 3-33=-317/378, 18-33=-466/474, 27-32=-312/353,
14-15=-405/437
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 3-9-10, Interior(1) 3-9-10 to 10-8-9, Exterior(2) 10-8-9
to 17-6-0, Interior(1) 24-3-7 to 31-2-6 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are 2x3 MT20 unless otherwise indicated.
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 825 lb uplift at joint 2 and 825 lb uplift at
joint 28.
8) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
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 ANSI17P/1 Quality Criteria, DSB-89 and BCS1 Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58128
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Ply
THE ROYALE
T19781784
M11324
GRA
SPECIAL
�Qty
1
1
t
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:27 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-1YsVOIX19augwRS?GdxOuX5Zrlrvglw73z1 FByzXjGg
-1, 4-1-8 5-7-3 8-2-13 , 9-8-8 13-10-0 , 14-10-0
1-0-0 4-1.8 1-5 11 2-7-9 1-5-11 4-1 8 1-0-0
2.37 12
44 = 4x4 =
4x10 = 4x10
19 4 20 21 5 22 6 zz
20 II 3x4 = 3x4 = 2x3 II
3x4 =
3x4 =
Scale = 1:26.6
IA
LOADING (psf)
SPACING- 2-0-0
CS].
DEFL.
in
(loc)
Udefl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL)
0.08
11
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.32
Vert(CT)
-0.10
10
>999
240
BCLL 0.0
Rep Stress Incr NO
WB 0.06
Horz(CT)
0.03
7
n/a
n/a
BCDL 10.0
Code FBC20171rP12014
Matrix -MS
Weight: 58 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-0-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=770/0-8-0, 7=770/0-8-0
Max Horz 2=-65(LC 6)
Max Uplift 2=-523(LC 8), 7=-523(LC 8)
Max Grav 2=787(LC 17), 7=787(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=1798/1192, 34=-1761/1197, 4-5=-1724/1169, 5-6=1761/1190, 6-7=-179811137
BOT CHORD 2-12=-1083/1685,11-12=-1082/1692,10-11=-1112/1724,9-10=-1024/1692,
7-9=-1028/1685
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523lb uplift at joint 2 and 523lb uplift at
joint 7.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 63 lb down and 114 lb up at
This item has been
4-1-8. 85 lb down and 124 lb up at 5-0-0, 113 lb down and 146 lb up at 5-7-3, 60 lb down and 129 lb up at 5-11-0, 60 lb down and
129 lb up at 7-11-0, 113 lb down and 146 lb up at 8-2-13, and 85 lb down and 124 lb up at 8-10-0, and 63 lb down and 139 lb up at
electronically signed and
9-8-8 on top chord, and 6 lb down and 7 lb up at 4-1-8, 18 lb down and 15 lb up at 5-0-0, 33 lb down at 5-7-3, 39 lb down at 5-11-0
sealed by ORegan, Philip, PE
, 39 lb down at 7-11-0, 33 lb down at 8-2-13, and 18 Ib down and 15 lb up at 8-10-0, and 6 lb down and 7 lb up at 9-8-8 on bottom
using a Digital Signature.
chord. The design/selection of such connection device(s) is the responsibility of others.
Printed Copies Of this
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
document are not considered
LOAD CASE(S) Standard
signed and sealed and the
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
signature must be verified
Uniform Loads (plf)
Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16=-20
on an electronic
y copies.
Concentrated Loads (lb)
Philip J. O'Regan PE No.58126
Vert: 3=7(B) 4=-64(B) 5=-64(B) 6=7(B) 12=-6(B) 11=35(B) 10=-35(B) 9=-6(B) 19=-28(B) 20=-60(B) 21=-60(B) 22=-28(B)
MiTek USA, Inc. FL Cart 6634
23=18(B) 24=-18(B)
6904 Parke East Blvd. Tampa FL 33610
Date:
March 24,2020
® 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
THE ROYALE
T19781785
M11324
GRB
SPECIAL
1
1
t
Job Reference (optional)
-Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:28 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-mIQuE5YwwtOXYbl BpLSFRkdg49ACP4oHldmojOzXjGf
1030 15 6-0 21-6-0 26-2-0 , 28-1-0,35-0-0 $6 0 q
5-3-0 5-3-0 6-0-0 4-8-0 1-11-0 6-11-0 0_0'
4.00 12
2x3 11 4x4 =
4x8 = 3x4 = 3x6 = 2x3 II 4x4 = 9
Scale = 1:62.4
18 36 37 17 38 16 39 5x15_4041 42 14 4313 12
3x4 = 2x3 II 3x4 = 3x6 = 3x4 =3x6 = 3x4 = 3x4 =
5 0-0 10-3 0 15 6-0 21-6-0 28-1-0 35-0-0
5-0-0 5 3-0 5-:3 6-0-0 8-7-0 6-11-0
Plate Offsets (X,Y)— [3:0-5-4,0-2-0)
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.41
TCDL
7.0
Lumber DOL
1.25
BC 0.38
BCLL
0.0
Rep Stress Incr
NO
WB 0.53
BCDL
10.0
Code FBC2017/TPI2014
Matrix -MS
Jg
0
DEFL.
in (loc)
I/defl
Lid
PLATES GRIP
Vert(LL)
0.11 17-18
>999
360
MT20 244/190
Vert(CT)
-0.14 17-18
>999
240
Horz(CT)
0.03 10
n/a
n/a
Weight: 146 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-15
REACTIONS. All bearings 0-8-0.
(lb) - Max Horz 2=96(LC 7)
Max Uplift All uplift 100 lb or less atjoint(s) except 2=-536(LC 8), 15=-846(LC 8), 14=-555(LC 8), 10=-314(LC
8)
Max Grav All reactions 250 lb or less at joint(s) except 2=787(LC 17), 15=1322(LC 1), 14=927(LC 1), 10=506(LC
14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1773/1106, 34=1406/944, 4-6=-304/595, 6-7=-304/595, 7-8=-304/595,
B-9=-702/344, 9-10=-719/323
BOT CHORD 2-18=-962/1659, 17-18=-958/1675, 15-17=-843/1406, 14-15=-595/429, 12-14=-158/622,
10-12=-196/636
WEBS 3-18=01331, 3-17=-297/158, 4-17=0/362, 4-1 5=-2076/1313, 6-15=-505/480,
7-14=-431/408, 8-14=1063/625, 8-12=-115/265
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2, 846 lb uplift at
joint 15, 555 lb uplift at joint 14 and 314 lb uplift at joint 10.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 lb down and 341 lb up at
5-0-0, 100 lb down and 129 lb up at 7-0-12, 100 lb down and 129 lb up at 9-0-12, 100 lb down and 129 lb up at 11-0-12, 100 lb
down and 129 lb up at 13-0-12, 100 lb down and 129 lb up at 15-0-12, 100 lb down and 129 lb up at 17-0-12, and 100 lb down and
129 lb up at 19-0-12, and 100 lb down and 129 lb up at 21-1-4 on top chord, and 83 lb down at 5-0-0, 39 lb down at 7-0-12, 39 lb
down at 9-0-12, 39 lb down at 11-0-12, 39 lb down at 13-0-12, 39 lb down at 15-0-12, 39 lb down at 17-0-12, and 39 lb down at
19-0-12, and 39 lb down at 21-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of
others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
mllnuea on page z
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing
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 ANSVTPH Quality Criteria, DSB-89 and BCS/ Building Component
Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
9904 Parka East Blvd. Tampa FL 33610
Date:
March 24,2020
MiTek'
6904 Parke Past Blvd.
Tampa, FL 36610
Job
Truss Type
City
Ply
THE ROYALE
T19781785
M11324
�Truss
GRB
SPECIAL
1
1
Job Reference (optional)
-Chambers Truss, Inc., Fort Pierce, FL
8.130 s Mar 11 2018 MIT@K Industries, Inc. Tue Mar 24 12:54:28 ZUZU Page 2
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-mIQuE5YwwtOXYbl BpLSFRkdg49ACP4oHldmojOzXjGf
LOAD CASES) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-8=-54, 8-9=-54, 9-11=-54, 19-22=-20
Concentrated Loads (lb)
Vert:3=-160(F) 18=45(F) 25=-60(F) 26=-60(F) 27=-60(F) 29=-60(F) 30=-60(F) 31=-60(F) 32=-60(F) 33=-60(F) 36=-13(F) 37=-13(F)38=-13(F) 39=-13(F) 40=-13(F)
41=-13(F) 42=-13(F) 43=-13(F)
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Iva
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iV9iTe k•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 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
Ply
THE ROYALE
T19781786
M11324
GRC
HIP
�Qty
1
1
Job Reference (optional)
chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:30 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-i7XeenZBSVGFnvBaxlVj W9jxmzm3tvGamxFvoHzXjGd
1-0-0 8-0-0 13-8-0 17-6-0 -0 5-0-0 6-0-
-0 8-0-0 3-10-0 3-1021-4 27-0-0 3
0 -0 8-0-0 0-0
3x5 =
5x8 MT18HS = 5x8 IVT18HS =
4.00 12 24 II 3x8 = 3x6 = 2x3 11
3 23 24 25 426 27 285 6 729 30 31 32 8
— IJ — o. JO Jr -- IL 4u
2x3 II 3x6 = 6x10 =
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
NO
BCDL
10.0
Code FBC2017/TPI2014
6x10 = 3x6 = 2x3 II
CSI.
DEFL.
in (loc)
I/deft
L/d
TC 0.71
Vert(LL)
0.22 11-22
>999
360
BC 0.67
Vert(CT)
-0.31 13-14
>830
240
WB 0.79
Horz(CT)
0.05 9
n/a
n/a
Matrix -MS
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3 *Except* WEBS
4-14,7-13: 2x6 SP No.2
REACTIONS. (Ib/size) 2=412/0-8-0, 14=3582/0-8-0, 9=1192/0-8-0
Max Horz 2=-109(LC 6)
Max Uplift 2=-299(LC 8), 14=-2133(LC 8), 9=-764(LC 8)
Max Grav 2=423(LC 17), 14=3582(LC 1), 9=1194(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-377/225, 3-4=-1093/1954, 4-5=-1093/1954, 5-7=-1943/1220, 7-8=-1943/1220,
8-9=-2776/1671
BOT CHORD 2-16=-154/317,14-16=-160/350,11-13=-1475/2624,9-11=-1464/2591
WEBS 3-16=-200/679, 3-14=-2514/1528, 4-14=641/586, 5-14=-2674/1707, 5-13=-1124/2080,
7-13=-592/548, 8-13=-760/483, 8-11=-201/684
Scale = 1:60.3
3x5 =
PLATES GRIP
MT20 244/190
MT18HS 244/190
Weight: 157 lb FT = 0%
Structural wood sheathing directly applied or 3-5-6 oc purlins.
Rigid ceiling directly applied or 5-9-3 oc bracing.
1 Row at micipt 3-14, 5-14
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
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 299 lb uplift at joint 2, 2133 lb uplift at
joint 14 and 764 lb uplift at joint 9.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 182 lb down and 312 lb up at
8-0-0. 107 lb down and 173 lb up at 10-0-12, 107 lb down and 173 lb up at 12-0-12, 107 lb down and 173 Ito up at 14-0-12, 107 lb
down and 173 lb up at 16-0-12, 107 lb down and 173 lb up at 16-11-4, 107 lb down and 173 lb up at 18-11-4, 107 lb down and 173
lb up at 20-11-4, 107 lb down and 173 lb up at 22-11-4, and 107 lb down and 173 lb up at 24-11-4, and 182 lb down and 312 lb up
at 27-0-0 on top chord, and 411 lb down and 242 lb up at 8-0-0, 79 lb down and 1 lb up at 10-0-12, 79 lb down and 1 lb up at
12-0-12, 79 lb down and 1 lb up at 14-0-12, 79 lb down and 1 lb up at 16-0-12, 79 lb down and 1 lb up at 16-11-4, 79 lb down and
1 lb up at 18-11-4, 79 lb down and 1 lb up at 20-114, 79 lb down and 1 lb up at 22-11-4, and 79 lb down and 1 lb up at 24-11-4,
and 411 lb down and 242 lb up at 26-11-4 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
:ontinued on pace 2
® 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
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 Qualify Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
i�Y�•
MiTek'
6904 Parke East Blvd.
Tampa, FL 36610
March 24,2020
Job
Truss
Truss Type
Ply
THE ROYALE
T19781786
M11324
GRC
�Qty
HIP
1
1
Job Reference o tionai
-Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:30 2020 Page 2
ID:_kfiGCA6bx712Sy1 HDXFw7ye3KX-i7XeenZBSVGFnvBaxlVjW9jxmzm3tvGamxFvoHzXjGd
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-8=-54, 8-10=-54, 17-20=-20
Concentrated Loads (lb)
Vert: 3=-126(B)6=-107(B)8=-126(B)15=-50(B)16=-411(B)11=-411(B)12=-50(B)23=-107(B)25=-107(B)26=-107(B)27=-107(B)28=-107(B)29=-107(B)
30=-107(B) 32=-107(B)33=50(B) 34=-50(B) 35=-50(B) 36=-50(B) 37=-50(B) 38=-50(13) 39=-50(B)
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MY
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Ply
THE ROYALE
T19781787
M11324
J1
MONO TRUSS
�Qty
2
1
Job Reference o tional
.Chambers Truss, Inc., Fort Pierce, FL
8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:31 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-AK50s7apDoO5P3mmVT0y3NFEuMGVcYtj_a7StgzxjGc
-1-0-0 1-0-0
1-0-0 1-0-0
3x4 =
Scale = 1:6.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL) -0.00
5 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.02
Vert(CT) -0.00
5 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.00
4 n/a n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix -MP
Weight: 5 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 1-0-0 oc puriins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=9/Mechanical, 2=118/0-8-0, 4=0/Mechanical
Max Horz 2=48(LC 10)
Max Uplift 3=-4(LC 7), 2=-140(LC 10)
Max Grav 3=11(LC 15), 2=118(LC 1), 4=17(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ` 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 140 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parka East Blvd. Tampa FL 33610
Date:
March 24,2020
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 MTekO 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 rt /g�
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
city
Ply
THE ROYALE
T19781768
M11324
J2
MONO TRUSS
4
1
Job Reference o tional
,Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:31 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-AK5Os7apDoO5P3mmVTOy3NFEuMFhcYtj_a7SKjzXjGc
-1-0-0 2-0-0
1-0-0 2-M
Scale =1:7.8
3x4 =
2-0-0
2-0-0
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 0.18
Vert(LL) -0.00
7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.07
Vert(CT) -0.00
7 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017lrP12014
Matrix -MP
Weight: 8 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=37/Mechanical, 2=141/0-8-0, 4=23/Mechanical
Max Horz 2=67(LC 10)
Max Uplift 3=-28(LC 10), 2=-136(LC 10), 4=-3(LC 7)
Max Grav 3=42(LC 15), 2=141(LC 1), 4=31(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28lb uplift at joint 3, 136 lb uplift at joint
2 and 3 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. I Regan PE No.58126
MiTek USA, Inc. FL Cert $634
6904 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP/f Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
THE ROYALE
T19781789
M11324
J3
MONO TRUSS
2
1
Job Reference (optional)
QUnambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:32 2020 Page 1
ID:_kfiGCA6bx7j2Sy1HDXFw7ye3KX-fWfO3TbR_6Wy1DLy2AXBbaoPemaMLl7sDEkOsAzXjGb
L -1-0-0 3-0-0
1-0-0 3-0-0
Scale =1:9.4
3x4 =
3-0-0
3-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL) 0.01
4-7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.17
Vert(CT) -0.01
4-7 >999 240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a file
BCDL 10.0
Code FBC20171TPI2014
Matrix -MP
Weight: 11 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
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=64/Mechanical, 2=173/0-8-0, 4=37/Mechanical
Max Horz 2=85(LC 10)
Max Uplift 3=-54(LC 10), 2=-147(LC 10), 4=-4(LC 10)
Max Grav 3=70(LC 15), 2=173(LC 1), 4=50(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf, BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54lb uplift at joint 3, 147lb uplift at joint
2 and 4 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58128
MiTek USA, Inc. FL Cart $634
6904 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability, of design parameters and properly incorporate this design Into the overall my
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and 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
THE ROYALE
T19781790
M11324
J4
MONO TRUSS
4
1
Job Reference (optional)
-Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:33 2020 Page 1
ID _kfiGCA6bx7j2Syl HDXFw7ye3KX-7iDnHoc3lQepfMv9cu2Q8oLW4AtR4SNOSuUZOczXjGa
-1-0-0 4-0-0
1-0-0 4-0-0
3x4 =
4-0-0
4-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(too)
I/defl
Lid
TCLL 20.0
Plate Grip DOL
1.25
TC 0.39
Vert(LL)
0.02
4-7
>999
360
TCDL 7.0
Lumber DOL
1.25
BC 0.37
Vert(CT)
-0.02
4-7
>999
240
BCLL 0.0
Rep Stress [nor
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/rP]2014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (lb/size) 3=89/Mechanical, 2=206/0-8-0, 4=50/Mechanical
Max Horz 2=104(LC 10)
Max Uplift 3=-79(LC 10), 2=-161(LC 10), 4=-8(LC 10)
Max Grav 3=97(LC 15), 2=206(LC 1), 4=67(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 244/190
Weight: 14 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=12ft; 13=4511; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79lb uplift at joint 3, 161 lb uplift at joint
2 and 8 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58128
MiTek USA, Inc. FL Cart 8634
6904 Parke East Blvd. Tampa FL 33610
Date:
March 24,2020
®WARNING - Verifydeslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPll Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety inrormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T19781791
M11324
J5
MONO TRUSS
11
1
�THEROYAIE
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
3x4 =
8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:33 2020 Page 1
ID:_kfiGCA6bx7j2Sy1 HDXFw7ye3KX-7iDnHoc3lQepfMv9cu2Q8oLSAApH4SNOSuUZOczXjGa
Scale=1:12.7
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.70
Vert(LL) 0.06
4-7 >939 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.64
Vert(CT) -0.06
4-7 >964 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017lrP12014
Matrix -MP
Weight: 17 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=115/Mechanical, 2=243/0-8-0, 4=63/Mechanical
Max Horz 2=123(LC 10)
Max Uplift 3=-104(LC 10), 2=-177(LC 10), 4=-9(LC 10)
Max Grav 3=125(LC 15), 2=243(LC 1), 4=87(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3, 177 lb uplift at
joint 2 and 9 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.68126
MiTek USA, Inc. FL Cott 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
March 24,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall r �a
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k'
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
THE ROYALE
T19781792
M11324
J6
MONO TRUSS
4
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
3x4 =
8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 24 12:54:34 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-bvn9U8dhWjjmgGW ULAbZfg7tiWa6ypvd9hYD6x2z>gGZ
6-0-0
Scale = 1:14.3
6-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.34
Vert(LL) 0.11
4-7 >664 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.80
Vert(CT) -0.11
4-7 >652 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -MP
Weight: 20 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
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.
REACTIONS. (lb/size) 3=142/Mechanical, 2=275/0-8-0, 4=70/Mechanical
Max Horz 2=140(LC 10)
Max Uplift 3=-129(LC 10), 2=-192(LC 10), 4=8(LC 10)
Max Grav 3=155(LC 15), 2=276(LC 15), 4=100(LC 3)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3, 192 lb uplift at
joint 2 and 8 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date;
March 24,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek♦
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Qualify Criteria, DSB-B9 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
T1
M11324
JB
MONO TRUSS
11
[ly=(optional)
. Chambers Truss, Inc., Fort Pierce, FL
3x4
8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 24 12:54:35 2020 Page 1
ID:kFvnsnOwY419Zh0_nM3lc6ylJ9g-35LXiUdJH 1 vXug3XkJ4uDDQp7_XMYMtJvCzgTVzXjGY
8-0-0
Scale = 1:17.5
7-M
7-0-0
Plate Offsets (X,Y)— [2:0-3-14,0-1-8)
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deg Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.61
Vert(LL) -0.14
4-7 >676 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
- BC 0.47
Vert(CT) -0.30
4-7 >310 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
Wind(LL) 0.26
4-7 >368 240
Weight: 26 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=188/Mechanical, 2=348/0-8-0, 4=99/Mechanical
Max Horz 2=178(LC 12)
Max Uplift 3=-174(LC 12), 2=-226(LC 12), 4=-13(LC 12)
Max Grav 3=195(LC 17), 2=348(LC 1). 4=141(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; 9=59ft; L=36ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-7-3, Interior(1) 2-7-3 to 7-10-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3, 226 lb uplift at
joint 2 and 13 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33810
Date:
March 24,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must vent' the applicability of design parameters and properly Incorporate this design Into the overall r
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 ANSVTP/1 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
City
M11324
JA
MONO TRUSS
2eference
�PlyTTHEROYALET19781794
(optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:36 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-XHuvvgex2L10WgekHOc7mOz5eNyVHp7S8slDlxzXjGX
-1-0-0 2-4-3
1-0-0 2-4-3
Scale = 1:8.3
3x4 =
2-4-3
2-4-3
LOADING (psf)
SPACING- 2-0-0
cSl.
DEFL.
in (loc) I/dell Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL)
-0.00 7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.09
Vert(CT)
-0.00 7 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT)
-0.00 3 n/a n/a
BCDL 10.0
Code FBC20171TP12014
Matrix -MP
Weight: 9 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD Structural wood sheathing directly applied or 2-4-3 oc pudins.
BOT CHORD 2x4 SP No.3
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=45/Mechanical, 2=150/0-8-0, 4=28/Mechanical
Max Horz 2=73(LC 10)
Max Uplift 3=-37(LC 10), 2=-139(LC 10), 4=4(LC 7)
Max Grav 3=50(LC 15), 2=150(LC 1), 4=37(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -Ail forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) • 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37lb uplift at joint 3, 139 lb uplift at joint
2 and 4 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
March 24,2020
®WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P/1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
ROYALET19781795
M11324
JB
MONO TRUSS
2
1Reference
[THE
o tional
- Chambers Truss, Inc., Fort Pierce, FL
1-2-5
3x4 =
8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:36 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-XHuvvgex2L1 OWgekHOc7mOzl ONm?Hp7S8siD?xzXjGX
Scale = 1:12.5
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.38
Vert(LL) 0.10
4-7 >645 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.89
Vert(CT) -0.07
4-7 >898 240
BCLL 0.0 '
Rep Stress Incr YES
WE 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 19 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 5-5-11 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 5-0-0 oc bracing.
REACTIONS. (lb/size) 3=127/Mechanical, 2=26910-8-0, 4=63/Mechanical
Max Horz 2=114(LC 10)
Max Uplift 3=-109(LC 10), 2=-206(LC 10), 4=-6(LC 10)
Max Grav 3=127(LC 15), 2=269(LC 1), 4=90(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 3, 206 lb uplift at
joint 2 and 6 lb uplift at joint 4.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not
MY
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCS/ Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Oty
Ply
THE ROYALE
T19781796
M11324
JC
MONO TRUSS
2
1
Job Reference (optional)
, Chambers Truss, Inc., Fort Pierce, FL
8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:37 2020 Page 1
ID _kfiGCA6bx7j2Syl HDXFw7ye3KX-?USH6Afape9F7_Dwrk7MIeVGNnJvOGNbNWSmXNzXjGW
1-0-0 1-1-4
3x4 =
Scale =1:6.2
1-1-4
1-1-4
LOADING (psf)
SPACING- 2-0-0
CSL
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL) -0.00
5 >999 360
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.02
Vert(CT) -0.00
5 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.00
4 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 5 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 1-1-4 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=11/Mechanical, 2=119/0-8-0, 4=4/Mechanical
Max Horz 2=50(LC 10)
Max Uplift 3=-6(LC 7), 2=-138(LC 10)
Max Grav 3=14(LC 15), 2=119(LC 1), 4=14(LC 10)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 lb uplift at joint 3 and 138 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58128
Iffek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
March 24,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
T �•
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mi 1®k♦
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIf Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
s
Truss Type
city
Ply
THE ROYALE
FKJus
T19781797
M11324
MONO TRUSS
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
3x4 =
8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:38 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-TgOgKWgCayH618o6PRebrr2OYBbJljclbABK4pzxjGV
3-11-0 7-0-2 ,
2.83 12
Scale=1:15.7
7-0-2
7-0-2
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.34
Vert(LL) 0.09
4-7 >923 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.26
Vert(CT) -0.15
4-7 >563 240
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00
2 n/a rile
BCDL 10.0
Code FBC20171TPI2014
Matrix -MP
Weight: 23 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 10=0-0 oc bracing.
REACTIONS. (lb/size) 3=194/Mechanical, 2=233/0-11-5, 4=94/Mechanical
Max Horz 2=109(LC 8)
Max Uplift 3=-174(LC 8), 2=-191(LC 8)
Max Grav 3=198(LC 13), 2=233(LC 1), 4=133(LC 3)
FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 191 lb uplift at
joint 2.
6) 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-ds 54
Trapezoidal Loads (plf)
(pl
This item has been
Vert: 2=0(F=27, B=27)-to-3=-95(F=-20, B=-20), 5=0(F=10, B=10)-to-4=-35(F=-8, B=-8)
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58128
MiTek USA, Inc. FL Cert $634
6904 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall � at
building design. Bracing Indicated is to prevent buckling of Individual truss web andfor 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
Ply
THE ROYALE
T19781798
M11324
KJ8
�Qty
MONO TRUSS
2
1
Job Reference o tionai
L;namcers truss, Inc., tort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Tue Mar 24 12:54:39 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-xsa2XsggKGPzNHNlz8ggN3bblbyjU50uqqxtcGzXIGU
1-5 0 7-2-7 11-3-0
7-2-7 4-0-9
3x4 = <AJ �� 3x4 =
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
NO
BCDL
10.0
Code FBC2017rrP12014
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
7-2-7 11-0-12 1 -3
7-2-7 3-10-5 012
CSI.
DEFL.
TC 0.21
Vert(LL)
BC 0.25
Vert(CT)
WB 0.35
Horz(CT)
Matrix -MS
REACTIONS. (lb/size) 4=90/Mechanical, 2=465/0-11-5, 5=409/Mechanical
Max Horz 2=178(LC 8)
Max Uplift 4=-91(LC 8), 2=-332(LC 8), 5=-223(LC 8)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-875/541
BOT CHORD 2-6=-535/842, 5-6=-535/842
WEBS 3-6=-1/287, 3-5=-923/587
in (loc) I/defl Ud
0.08 6-9 >999 360
-0.10 6-9 >999 240
0.01 5 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 44 Ib FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 9-10-15 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Ib uplift at joint 4, 332 Ib uplift at joint
2 and 223 Ib uplift at joint 5.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 38 Ib down and 61 Ib up at
2-11-0, 38 Ib down and 61 Ib up at 2-11-0, 8 Ib down and 106 Ib up at 5-8-15, 8 Ib down and 106 Ib up at 5-8-15, and 42 Ib down
and 145 Ib up at 8-6-14, and 42 Ib down and 145 Ib up at 8-6-14 on top chord, and 31 Ib up at 2-11-0, 31 Ib up at 2-11-0, 11 Ib
down and 31 Ib up at 5-8-15, 11 Ib down and 31 Ib up at 5-8-15, and 31 Ib down and 14 Ib up at 8-6-14, and 31 Ib down and 14 Ib
up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-7=-20
Concentrated Loads (lb)
Vert: 10=80(F=40, B=40) 11=-5(F=-3, B=-3) 12=-83(F=-42, B=42) 13=14(F=7, B=7) 14=-21(F=-11, B=-11) 15=-50(F=-25,
B=-25)
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall�a
building design. Bracing Indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing
MiTek
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Cdteda, DSB-89 and BCS1 Building Component
6904 Parke Fast Blvd.
Safety/nformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss.
Truss Type
Oty
Ply
THE ROYALE
T19781799
M11324
KJA
MONO TRUSS
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
3x4 =
8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:39 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-xsa2XsggKGPzNHNiz89gN3bbNbzyUAsugqxtcGzXjGU
6-0-4
6-0-4
Scale = 1:13.6
6-0-4
6-0-4
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.21
Vert(LL) 0.04
4-7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.17
Vert(CT) -0.07
4-7 >974 240
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00
2 file n/a
BCDL 10.0
Code FBC2017/rP12014
Matrix -MP
Weight: 20 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=142/Mechanical, 2=181/0-9-11, 4=69/Mechanical
Max Horz 2=97(LC 8)
Max Uplift 3=-129(LC 8), 2=150(LC 8)
Max Grav 3=145(LC 13), 2=181(LC 1), 4=104(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 3 and 150 Ill uplift at
joint 2.
6) 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)
54
Vert: 1 s (pl
Trapezoidal Loads (plf)
This item has been
Vert: 2=0(F=27, 9=27)-to-3=-81(F=-14, B=-14), 5=0(F=10, 13=10)-to-4=-30(F=-5, B=-5)
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Ragan PE No.58126
MiTek USA, Inc. FL Carl 6634
6904 Parke East Blvd. Tampa FL 33810
Date:
March 24,2020
® 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 ANSVTP/f Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety In formation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
city
Ply
THE ROYALE
T19781800
M11324
KJB
MONO TRUSS
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
1-2-9
3x4 =
8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:40 2020
Scale = 1:11.7
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.11
Vert(LL) -0.02 4-7 >999 360
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.10
Vert(CT) -0.03 4-7 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) 0.00 2 n/a n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix -MP
Weight: 17 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc puffins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=95/Mechanical, 2=148/0-9-11, 4=46/Mechanical
Max Horz 2=75(LC 8)
Max Uplift 3=-84(LC 8), 2=-136(LC 8)
Max Grav 3=95(LC 1), 2=148(LC 1), 4=77(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with' any other live loads.
3) ' 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.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 3 and 136 lb uplift at
joint 2.
6) 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=-54
Trapezoidal Loads (plf)
Vert: 2=0(F=27, B=27)-to-3=-67(F=-7, B=-7), 5=0(F=10, B=10)-to-4=-25(F=-2, B=2)
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
March 24,2020
®WARNING-Verlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke 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
THE ROYALE
T19781801
M11324
MV2
VALLEY
1
1
Job Reference (optional)
. Chambers Truss, Inc., Fort Pierce, FL
2-0-0
3x4
8.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:64:41 2020 Page 1
ID:_kfiGCA6bx7j2Syl HDXFw7ye3KX-uFioyXi4stfhcbXh4ZBITUg_ROhoy4MB18Q_h8zXjGS
4.00 12
Scale = 1:6.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.04
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.02
Vert(CT) n/a
n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FBC2017rTP12014
Matrix-P
Weight: 5 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-0-0 oc pudins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=4112-0-0, 2=30/2-0-0, 3=11/2-0-0
Max Horz 1=21(LC 10)
Max Uplift 1=-20(LC 10), 2=-30(LC 10)
Max Grav 1=42(LC 15), 2=32(LC 15), 3=22(LC
3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 30 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J.O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
March 24,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II.7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall �
building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Ply
THE ROYALE
�Qty
T19781802
M11324
MV4
VALLEY
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL B.130 s Mar 112018 MiTek Industries, Inc. Tue Mar 24 12:54:41 2020 Page 1
ID _kfiGCA6bx7j2Syl HDXFw7ye3KX-uFioyXi4stfhcbXh4ZBITUgvHOfUy4MB18Q_h8zXjGS
4-0-0
4-0-0
Scale = 1:9.4
3x4 % 3x4 II
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.37
Vert(LL)
n/a n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.17
Vert(CT)
n/a n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.00
Horz(CT)
0.00 n/a n/a
BCDL 10.0
Code FBC20171TPI2014
Matrix-P
Weight: 12 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
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=109/4-0-0, 3=109/4-0-0
Max Horz 1=56(LC 10)
Max Uplift 1=-54(LC 10), 3=-72(LC 10)
Max Grav 1=112(LC 15). 3=117(LC 15)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=50ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 72 lb uplift at
joint 3..
This item has been
electronically signed and
sealed by ORegan, Philip, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Philip J. O'Regan PE No.58126
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
March 24,2020
® WARNING - Vedfy deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not
my
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI TPI1 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Symbols
PLATE LOCATION AND ORIENTATION
3j4' Center plate on joint unless x, y
offsets are indicated.
Dimensions are in ft-in-sixteenths.
Apply plates to both sides of truss
and fully embed teeth.
0 -11 e.
-
-I-
For 4 x 2 orientation, locate
plates 0- yid' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
"Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
I7=FTM IM
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
of
O
2
U
a
O
H
Numbering System
6-4-8 dimensions shown in ft-insixteenths
(Drawings not to scale)
2 3
TOP CHORDS
8 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
© 2012 MiTek® All Rights Reserved
� J♦
MiTek
MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020
® General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSIfrPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSIrrPI 1 Quality Criteria.
21.The design does not take into account any dynamic
or other loads other than those expressly stated.