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HomeMy WebLinkAboutTruss=LIFE S I ETY WARNING
This symbol identifies i e Safety Warnings that
should be read and gi Is i special attention to all
persons in t Illing trusses.
SPACIw NOTE
All trusses are �o be set 2'-0" on
center exc t as noted.
MULTIPLE PLY TRUSS MUST BE FASTENED
TOGETHER PER E GINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
TO DETERMINE IF MULTIPLE PLY.
DON'T LIFT RUSSES
WITH SPANS, NGER THAN
30' BY THE PEAK.
CONSULT, BCSI
30' Sp n or less
60 degrees
orless
Tag line t'— 12 span ----* Toline t"'� ( pro. 2/3to 00
Ilpprox. 112 Y Span.
REFER TO BCSI REFER TO BCSI
Truss must be set this way f crane is used. Truss must be set this way a crane is used.
Truss is an example, your truss may not match. Truss is an example, your truss may not match.
Insist crane operator sets truss this way. Insist crane operator sets truss this way.
All load bearing' ' alls, headers,
beams, & lintels �ust be in place
at indicated height before trusses
� are in ailed.
• •
AIR HAN .LER NOTE
Unless noted elsewhere on thiS1 layout, these trusses are not
designed for air handlers in �he roof or for any other A/C
requirements. This may be in conflict with building code and A/C
Design requirements. Consult with Building Department and A/C
Contractor.
! WA N/NGI
The size of these trusses makes it necessary that they a set by a profeesional builder
familiar with and experienced in the problems and dangers of setting large span trusses.
The builder and erector should consult witlIan engineer licensed in Florida specializing
in wood roof trusses about the safe erection of these trusses. The engineer should be at
the job site when trusses are erected to provide supervision and advice.
,
II
SEAT PLATES BY j HAMBERS TRUSS
i
REPRESENTS A HANGER
HANGER SCHEDULE
USE HUS26 FOR 2X4, SUH46 FOR,14�2 EXCEPT AS SHOWN
CARRIED
TRUSS
CARRYING
TRUSS
HANGER ID
FAS
O
R
P I
FINER FOR
IIED TRUSS
FASTENER FOR
CARRYING TRUSS
,
9
I
i
*Please refer to Standard Engineering package for general instuction on installing hangers
10d=0.148" x 3" 16d=0.162" jr 3 1 /2"
egend
H
LOAD
BEARING
AT 8'-01,
INDICATES
VOLUME
CEILING
Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !!
&ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41' - 46' IN LENGTH!!
METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN.
.T-
9
HIP CPARiER Loc*1[c ilS DIMrf'soNED ON uvotlT V 1
cARERNDEAI-N.
0NENoREEED
TO
SENGINE
Fi Uu� '
Ago
N'0C reRu
CORNERJACnS
ONLY 4d" 1-t116
CORNER DETAIL
ovERgAaGS Nor Slow. FOR OLTiIv
PLUMB CUT END
2X4 TOP CHORD
WALL HEIGHT 8'-0"
END DETAIL: VAULT
.la.11l X3-15
2
842b9*� 1-0o00
PLUMB CUT END
2X4 TOP CHORD 12
WALL HEIGHT 8'-0" 4 r
END DETAIL: TYPICAL
3-15
_ 1
1-00-00
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The undersigned acknowledges and agrees:
1. Trusses will be made in shict accordance with this truss placement diagram layout, which is the sole authority for
determining successful fabrication of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the
undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss
shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
After 10 days of delivery remedy will be according to Florida statute 558. -
4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA
5. Delivery is to job site. It is the buyers responsibility 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 additional delivery expenses if Chambers Truss has
to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is
responsible to Chambers Truss for towing costs due to site conditions.
6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. 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 no agreement a reasonable price.
Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss'
reasonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be
added for all sums not paid within terms.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending 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 attorneys fees, if default in payment for material be made by the
recipient.
10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to
herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
11. Design responsibilities are per InNational Standard And Recommended Guidelines On Responsibilities For
Construction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002M
12, Warranty is per Chambers Truss Warranty attached.
DATED_
SIGNED
A spreader bar may be required per "BCSI" to prevent injury & damage.
b
Multiple ply trusses must be fastened together 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 responsibility of the truss erector.
4
Study the contents of the information packet included on delivery before
setting trusses.
Trusses must be set and braced per design to prevent injury & damage.
Trusses must be set and square
Do not set bunks or stack of plywood roofing material or any other
concentrated loads on trusses, this can cause collapse.
DO NOT INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
10 IN
ge�%P�
can ern venue
Fort Pierce, Florida 34982.6423
800-551.5932
Fort Pierce 772-465-2012 Fax 772-465.8711
Vero Beach 772.569.2012 Stuart 772.286-3302
Web Site: CHAMBERSTRUSS.COM
Email: MAIL@CHAMBERSTRUSS.COM
The Architect's or Architect's representatives __--
shop drawing approval is NOT
"double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their respective loications,
Apprcvcc ?,:
Mill VERSION 74.1.437
LOADINGOESIGN CRITERIA REDUCIBLE
DESIGN CRITERIA PER CODE SUCH AS SBC 16a4.6 t
County ST. LUCIE
Building Department ST. LUCIE COUNTY
Wind Design Criteria ASCE 2010
Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10
Roofing Material METAL
Loading in PSF Roof R.D.L. Floor
Top Chord Live 20 0
Top Chord Dead 7 4.2 0
Bottom Chord Live *10-Non Conccurent 0
Bottom Chord Dead 10 3 0
Total Load 47 7.2 0
Duration Factor 1.25 0
Wind Speed 165mph
Top Chord C.B. Sheathing by builder
Bottom Chord C.B. Sheathing by builder
Highest Mean Height 12'
Building Type Enclosed
Building Category II: Non Restrictive
Exposure Category C>Open Terrain with scattered obstructions
Miles from Ocean 5
Conforms to Florida Building Code 2017 c
R.D.L.=Restraining Dead Load C.B =Continuous Br�i�VIEYY,rll EL.iy
_ _- Verify DESIGN CRITERIA shown above with.�1� ,ODE COMPI
building department and your engineer. r • LUCIE C
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: M11417
SCALE: 1 /4" = V-011
84 total trusses, 20 unique designs
Designer: RLC Reviewed by: RLC �'� /3
Date: 12/07/17 REVISED 10/27/20
FOR
WYNNE DEVELOPMENT F ✓�
DESCRIPTION: off/ t�`olaa�
GEMINI GARAGE LEFT
Page 1 of 1 CUSTOMER INITIALS EACH PAGE
M11417
MiTek' 2,�
RE: M11417 MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer: WYNNE DEVELOPMENT Project Name: M11417
Lot/Block: ! Model: GEMINI
Address: UNKNOWN j Subdivision:
City: ST LUCIE COUNTY 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 20 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 ulCO-
No.
Seal#
Truss Name
Date
1
T21715733
A
11/11/2020
RLE
2
T21715734
Al
11/11/2020
3
T21715735
A2
11/11/2020
4
T2171573
A3
11/11/2020
g pJEWF—D F®f,
5
T21715737
A4
11/11/2020
`/ l/11
COMP
7
T21715739
B1
11/11/2020
CODF. .IANCF-
8
T21715740
BHA
11/11/2020
y�.UCIE COUNTY
9
T217157411
GRA
11/11/2020
ST.
10
T21715742
GRB
11/11/2020
11
T21715743
J2
11/11/2020
12
T21715744
J4
11/11/2020
13
T21715745
J6
11/11/2020
14
T21715746
J7
11/11/2020
15
T21715747
J8
11/11/2020
16
T21715748
KJ6
11/11/2020
17
T21715749
KJ7
11/11/2020
18
T21715750
KJ8
11/11/2020
19
T21715751
MV2
11/11/2020
20
T21715752
MV4
11/11/2020
This item has been electronically signed and sealed by Finn, Walter 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 USA, Inc under my direct supervision
based on the parameters provided by Chambers Truss. ,%� �JeR P
Truss Design Engineers Name: Finn, Walter �� P •'•••••••
My license renewal date for the state of Florida is February 28, 2021.
Florida COA: 6634 No 22839
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek
customers file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
*
0:• STATE OF
11111
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610 November 11, 2020
1 of 1 Finn, Walter
�;aJ
Job
Truss
Truss Types
Oty
Ply
T21715733
M11417
A
COMMON
9
1
Job Reference (optional)
w jmuers cuss, Inc., ran rierce, rL
11-0-01 8-4-0
24
3x6 =
3x6
3x4 % 4
3
17
2x3 11
12-11-0
4-7-0
14.00 12 4x5 =
6
2x3 11 25 26
5
tf.4ZU s UCt 9 ZUZU MI I eK Industries, Inc. Wed UCt Z6 U9:25:46 2U2U Hage 1
I D:v3DWvfzbUx9lkXK7230?82yBP1f-y?_Kumizkr?pjFcNZsX9BTl6D17lfJNbCcd6_JyOwbN
22-1-0 26-8-0 ' 35-0-0 16-01
4-7-0 4-7-0 8-4-0 -0-C
27 8 2x3 11
�27
16 15 30 31 14 13
WB = 5x6 WB =
3x8 = 3x8 =
3x6
8 3x4
9
12
2x3 11
29
Scale = 1:59.5
3x6 =
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.72
Vert(LL) -0.30 14-15 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.76
Vert(CT) 0.66 14-15 >641 240
BCLL 0.0
Rep Stress Incr NO
WB 0.57
Horz(CT) 0.13 10 n/a n/a
BCDL 10.0
Cade FBC2017/TPI2014
Matrix -MS
Wind(LL) 0.33 14-15 >999 240
Weight: 169lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD Rigid ceiling directly applied or
5-4-5 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-200(LC 10)
Max Uplift 2=750(1_C 12), 10=-750(LC 12)
Max Grav 2=1424(LC 1), 10=1424(LC 1)
FORCES. (lb) -Max. Comp:/Max. Ten. -All forces 250 (lb) or lesi except when shown.
TOP CHORD 2-3=-3481/1886, 3-5=-2887/1557, 5-6=-2886/1662, 6-7=-2886/1662, 7-9=-2887/1557,
1
9-10=-3481/1887
BOT CHORD 2-17=-1652/3261, 15-17=-1652/3261, 14-15=-900/2118, 12-14=-1666/3261,
10-12=-1666/3261
WEBS 6-15=-542/1018, 6-14=-542/1018, 5-15=-257/218,
7-14=-256/218, 3-15=-677/529,
9-14=-677/529
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=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to
21-0-0, Interior(1) 21-0-0 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) 150.01b 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.
This item has been
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 = 10.Opsf.
Sealed by Finn, Walter, PE
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb)
2=750,10=750.
using DI nature.
9 a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 28,2020
®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 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 P designer must verify the applicability of design parameters and properly incorporate this design into the overall v Y 9 9 fY PP � A buildin design. Bracingindicated is to prevent bucklingof individual truss web andfor chord members only. Additional temporary and permanent bracing 1FfliTe 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 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
dob
Truss
Truss Type
Qty
Ply
T21715734
M11417
Al
Roof Special
10
]Job
Reference (optional)
�1
0
7-2-1
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017fTP12014
CSI.
TC 0.93
BC 0.95
WB 0.72
Matrix -MS
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
Wlnd(LL)
in (loc) I/dell Ud
-0.63 12-13 >663 360
-1.38 12-13 >305 240
0.36 10 n/a n/a
0.79 12 >532 240
PLATES
MT20
MT18HS
Weight: 158 lb
GRIP
244/190
2441190
FT = 20%
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 or 2-2-0 oc bracing.
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. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=200(LC 11)
Max Uplift 2=825(LC 12), 10=-825(LC 12)
Max Grav 2=1349(LC 1), 10=1349(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less
except when shown.
TOP CHORD 2-3=-3350/2178, 3-5=-2587/1749, 5-6=-2561/1865,
6-7=-5333/3538, 7-9=-5302/3428,
9-10=-5660/3633
BOT CHORD 2-14=-1943/3145, 13-14=-1943/3145, 12-13=1265/2202,
10-12=-3367/5389
WEBS 3-14=0/264, 3-13=-809/586, 5-13=-287/334, 7-12=
-218/295, 6-13=-341/582,
6-12=-2134/3384, 9-12=-379/361
NOTES-
1) Unbalanced roof live loads have been considered for this desir
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mp
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ext
21-0-0, Interior(1) 21-0-0 to 36-0-0 zone;C-C for members and
DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
4) This truss has been designed for a 10.0 psf bottom chord live I
5) ' This truss has been designed for a live load of 20.Opsf on the
will fit between the bottom chord and any other members, with
6) Bearing at joint(s) 10 considers parallel to grain value using AN
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing 1
2=825, 10=825.
TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat.
3r(2) -1-0-0 to 2-6-0, 1ntedor(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to
rces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip
nonconcurrent with any other live loads.
om chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
)L = 10.Opsf.
'PI 1 angle to grain formula. Building designer should verify
capable of withstanding 100 lb uplift atjoint(s) except (jt=lb)
:60.3
�1c6
0
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22639
MiTek USA, Inc. FL Cert 6834
6904 Parke East Blvd. Tampa FL 33610
Date:
October 28,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. R
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not q
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall nii��•��`
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IVIiT®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 ANSI/rP/7 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
l
Py
T21715735
M11417
A2
Hip
1
1
Job Reference (optional)
1-0-0 8-0-1
-O-O 8-0-1
3x4
5x6 WB
34
21
1 2
6
14
3x5 = 2x3
o.yze s — = zeta con i uK muusmes, inc. vvea ucc za uy:zb:4e zuzu rage i
ID:v3DWvfzbUx9lkXK7230?82yBP1f-NagSXolsl mNOajLyE_4sp5NaTV5?sdB1uasmbeyOwbK
16-0-0 19-0-0 23-11-12 26-6-2 35-0-0 6-0-
2�-8 3-0-0 4-11-12 2-6-6 8-5 14 0-0
Scale = 1:62.3
4.00 12
5x6 =
4x5 =
5 6
5x6
22
7 5x6
8
N
f`
N
23
11
12
7x8 MT18HS =
9
10 n
Im
13 3x12
5x6 =
2.00 12
3x12
3-7-8
, 16-0-0 19-0-0 1 23-11-12
29-0-0
as-n-n
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.84
Vert(LL) -0.54
11 >773 360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.98
Vert(CT) -1.02
11-20 >411 240
MT18HS
244/190
BCLL 0.0
Rep Stress Incr YES
WB 0.76
Horz(CT) 0.37
9 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Wind(LL) 0.75
11 >563 240
Weight: 160 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc pudins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at micipt 7-12
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=184(LC 11)
Max Uplift 2=-825(LC 12), 9=-825(LC 12)
Max Grav 2=1349(LC 1), 9=1349(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less
except when shown.
TOP CHORD 2-3=-3315/2334, 3-5=-2515/1852, 5-6=-2524/1960
, 6-7=-2671/1989, 7-8=-5244/3702,
8-9=-5661 /3953
BOT CHORD 2-14=-2107/3111, 13-14=-2107/3111, 12-13=-1473/2314, 11-12=-3349/5022,
9-11=-3675/5387
WEBS 3-14=0/300, 3-13=-915/713, 5-12=319/562, 6-12=-432/629, 7-11 =-1 234/1992,
7-12=-2790/1972, 8-11=-441/397
NOTES-
1) Unbalanced roof live loads have been considered for this desig
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mp
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ext(
23-11-12, Interior(1) 23-11-12 to 36-0-0 zone;C-C for members
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 k
6) . This truss has been designed for a live load of 20.Opsf on the
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 9 considers parallel to grain value using ANS
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing p
2=825, 9=825.
TCDL=4.2psf; BCDL=3.Opsf,, h=12ft; B=45ft; L=35ft; eave=5ft; Cat.
x(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 16-0-0, Exterior(2) 16-0-0 to
id forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
nonconcurrent with any other live loads.
tom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
111 angle to grain formula. Building designer should verify
capable of withstanding 100 lb uplift at joint(s) except at --lb)
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cert 8634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 28,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based onl� 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 1 V IiTek• 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 BCSI Building Component 6904 Parke East Blvd.
Safety Informatlon available from Truss Plate Institute, 2670 Crain Highwiay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Truss
Truss Type
Qty
Ply
T21715736
M11
moll', 417
A3
Hip
1
1
Job Reference (optional)
�r�amoers i cuss, inc., fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:50 2020 Page 1
ID:v3DWvfzbUx9lkXK7230?82yBP1 f-rmErk8mUo3VFCsw8ohb5MJwnMvRGb4hA7EbJ75yOwbJ
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
a nn
5x6 =
5x6 =
4 22 23 5 �-
Scale = 1:61.3
'13 _
3x5 =
2x3 II 5x6 = 3x12 =
2.00 12
8-0-1 1 13-7-8 i 1 21-0-0 , 23-11-12 29-0-0 1 35-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/deft Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.71
Vert(LL) -0.52
10 >802 360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.98
Vert(CT) -0.98
10-19 >427 240
MT18HS
244/190
BCLL 0.0
Rep Stress Incr
YES
WB 0.74
Horz(CT) 0.35
8 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL) 0.72
10 >582 240
Weight: 158lb
FT = 20%
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. (size) 2=0-8-0, 8=0-8-0
Max Horz 2=163(LC 11)
Max Uplift 2=-825(LC 12), 8=-825(LC 12)
Max Grav 2=1349(LC 1). 8=1349(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3286/2392, 3-4=-2556/1961, 4-5=-3161/2444, 5-6=-3304/2503, 6-7=-5214/3796,
7-8=-5695/4151
BOT CHORD 2-13=-2156/3079, 12-13=-2156/3079, 11-12=-1616/2410, 10-11=-3430/4982,
8-10=-3870/5422
WEBS 3-13=0/293,3-12=-818/630,4-11=-642/959,5-11=-418f/24, 7-10=-500/457,
6-10=-127211934, 6-11=-2280/1653
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=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 14-0-0, Extedor(2) 14-0-0 to
18-11-6, Interior(1) 18-11-6 to 21-0-0, Exterior(2) 21-0-0 to 25-11-61
Interior(1) 25-11-6 to 36-0-0 zone;C-C for members and forces &
MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOLL1.60
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) 8 considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb)
2=825,8=825.
I
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 28,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 511912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall�a
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 ANSM11 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
cityPIy
T21715737
M11417
A4
HIP I
1
TJob
Reference (optional)
5-7-2
s uct a LULU MI I eK mausmes, Inc. vvea UCt Z6 UbI:Zb:01 ZUZU rage 1
1-8-0 ' 4-9-2
Scale = 1:60.3
4x8 = 2x3 II 4x8 =
4x4
4.00 12 14 255 26 6 7
3x4 =
24 II
5x6 =
it
3x10 = 5x6 = 6x8 = 24 II 3x4 =
6 4-14
12-0-0
i
I
I
17- -O
23-0-0 24&-0 29-5 2 -O
6-4-14
5-7-2
5-6-0
r3
5.6.0 1-8-0 4-9-_2 5-6-14
Plate Offsets (X,Y)—
14:0-5-4,0-2-01,[6:0-5-8,0-2-01[12:0-3-8 0-3-01,[13:0-3-0 0-3-01r15:0-3-0 0-3-01
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in (loc) I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC
0.31
Vert(LL) -0.08 16-19 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC
0.37
Vert(CT) -0.15 16-19 >999 240
BCLL 0.0
Rep Stress Incr
YES
WB
0.83
Horz(CT) 0.03 12 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Wind(LL) 0.11 16-19 >999 240
Weight: 176 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD Structural wood sheathing directly applied or 5-1-2 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
REACTIONS. (size) 2=0-8-0, 12=0-8-0, 9=0-8-0
Max Horz 2=141(LC 11)
Max Uplift 2=522(LC 12), 12=-1237(LC 12), 9=-314(LC 12)
Max Grav 2=863(LC 21). 12=1696(LC 1). 9=217(L'C 22)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-191411324, 3-4=-1221/871, 4-5=-748/560, 5-6=-748/560, 6-7=-273/334,
7-8=-732/888, 8-9=0/550
BOT CHORD 2-16=-1164/1824, 15-16=-1164/1824, 14-15=-588/1120, 13-14=-311/543, 12-13=-808/916,
11-12=-473/0, 9-11=-473/0
WEBS 3-15=-754/617,4-15=-189/406,4-14=-470/409, 5 14=-345/388,6-14=-994/1233,
6-13=-981/877, 7-13=-862/1150, 7-12=-1387/1093, 8-12=-638/1097, 8-11=-377/225
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=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 12-0-0, Exterior(2) 12-0-0 to
16-11-6, Interior(1) 16-11-6 to 23-0-0, Extedor(2) 23-0-0 to 27-11-6, Interior(1) 27-11-6 to 36-0-0 zone; porch right exposed;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 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
This item has been
will fit between the bottom chord and any other members.
electronically Signed and
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb)
sealed by Finn, Walter, PE
2=522, 12=1237, 9=314,
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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
October 28,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��®®
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Mi'r®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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss Type
Qty
Ply
JA5
T21715738
M11417
HIP `
1
1
Job Reference (option;
Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:52 2020 Page 1
ID:v3DWvfzbUx9lkXK7230?82yBP1 f-n9Lb9gnkKhlzRA4Ww6dZRk?BnJG53?OTaY4QCzyOwbH
1-0-0 6-7-15 10-0-0 17-6-0 25-0-0 28.4-1 35-0-0 6-0-
0-0 6-7-15 3-4-1 7-6-0 7-6-0 3 4-1 6-7-15 -0-0
Scale = 1:60.4
O
4x4 = 3x4 = 3x6 = 3x4 = 3x6 = 6x6 = 3x6 =
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 FBC2017fTP12014
CS1.
TC 0.46
BC 0.38
WB 0.67
Matrix -MS
DEFL, in (loc) I/deft L/d
Vert(LL) 0.50 10-20 >245 240
Vert(CT) -0.38 14-17 >794 240
Horz(CT) 0.04 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 158 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 4-11-6 oc purlins.
BOT CHORD 2x4 SP M 31
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 5-10
REACTIONS. (size) 2=0-8-0, 8=0-8-0, 10=0-8-0
Max Horz 2=-119(LC 10)
Max Uplift 2=-536(LC 12), 8=-327(LC 12), 10=-12b3(LC 12)
Max Grav 2=872(LC 21), 8=197(LC 22), 10=1685(LC 1)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1840/1404, 3-4=-1496/1109, 4-5=-986/731, 5-6=-465/760, 6-7=-502/799,
7-8=-124/612
BOT CHORD 2-14=-1231/1722, 12-14=-839/1400, 10-12=-469/986, 8-10=-558/207
WEBS 3-14=-420/469, 4-14=-227/477, 5-12=-28/407, 5-10=-185211316, 6-10=-480/399,
7-10=-418/702, 4-12=-484/405 ,
NOTES- I
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph1; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 10-0-0, Exterior(2) 10-0-0 to
14-11-6, Interior(1) 14-11-6 to 25-0-0, Exterior(2) 25-0-0 to 29-11-6, Interior(1) 29-11-6 to 36-0-0 zone; porch right exposed;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Provide adequate drainage to prevent water ponding.
5) Gable studs spaced at 2-0-0 oc. This item has been
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and
7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide sealed by Finn, Walter, PE
will fit between the bottom chord and any other members. using a Digital Signature.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=536, 8=327,10=1203. Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd. Tampa FL 33610
1 Date:
October 28,2020
---
AWARNING - 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 t
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 Type
Oty
Ply
�Truss
T21715739
FJobeference
M11417
1
Common
4
1
(optional)
Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:53 2020 Page 1
ID:v3DWvfzbUx9lkXK7230782yBP1f-FLvzMAoM5_tg3KfjTg90 xYPw7cOobBdpBgzkPyOwbG
1 -1-0-0 , 7-0-0 14-0-0
1-0-0 7-0-0 7-0-0
Scale = 1:24.3
20
3x4 =
3x4 =
w
I6
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 FBC2017ITP12014
CSI.
TC 0.30
BC 0.33
WB 0.12
Matrix -MS
DEFL. in (loc) I/defl Ud
Vert(LL) -0.08 5-8 >999 360
Vert(CT) -0.14 5-8 >999 240
Horz(CT) 0.01 4 n/a n/a
Wind(LL) 0.10 5-8 >999 240
PLATES GRIP
MT20 244/190
Weight: 48 lb FT = 20%
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 8-8-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=0-8-0, 2=0-8-0
Max Horz 2=71(LC 11)
Max Uplift 4=-295(LC 12), 2=-380(LC 12)
Max Grav 4=516(LC 1), 2=574(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-979/751, 3-4=-979/768
BOT CHORD 2-5=-621/894, 4-5=-621/894
WEBS 3-5=-60/319
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128rr TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2) 7-0-0 to
10-0-0, Interior(1) 10-0-0 to 14-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) 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 100 lb uplift atjoint(s) except at=lb)
4=295, 2=380.
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 28,2020
_ -- -- --- ---. --- _._.. __
- ------ - - —
® 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
bet
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
MiTek
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCS/ Building Component
Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss I
Truss Type
Qty
Ply
T21715740
M11417
BHA
•
Common Girder
1
1
I
Job Reference (optional)
L,namoers I cuss, Inc., t-on Pierce, t-t- 8.42U s Oct 9 2U20 MI Tek Industnes, Inc. Wed Oct 28 09:26:55 2020 Page 1
ID:v3DWvfzbUx91kXK7230?82yBP1 f-Bkl knrpcdc8Yleo5bFBG3Mdbnv9rGR_vGVJ4plyOwbE
7-0-0 iS6-0 19-10-10 25-10-2 30-0-3
1-0-0 4-11-13 -15 9-6-0 11-6-0 13-6-0 151-0 17-6-0 19-6-0 21-6-0 23-6-0 256-0 21i-0-0 29-St 35-0 o SO-0
-0-0 411-13 0-7- 1-51 2.6-0 2-0-0 2-0-0 1-7-6 2-0-0 2-0-0 0 2-0-0 2-0-0 0-4- 2-1-14 1-51 0-7- 4-11-13 -0-0
0-0.10 1-7-6
Scale =1:61.3
�I
4x10 =
4.00 12
4x10 =
3x4 — 54MT18HS = 5x8 MT18HS = 3x4 — 48 =
5-6-15
, 7-0-0 10.4-3
15-1-6
19-10-10
24-7-13
28-0-0
,29-5-1 35-0-0
5-6-15 1-5-1 3-0-3
4-9-3
4-9-3
4-9-3
3-4-3
1-5-1 5-6-15
Plate Offsets (X,Y)—
[2:0-0-3,Edge], [4:0-3-8,Edge], [26:0-3-8,0-0-0], [31:0-4-0,0-3-0], [34:0-3-12,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.92
Vert(LL)
-0.44 33-34
>946
360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.95
Vert(CT)
-0.86 33-34
>488
240
MT18HS
244/190
BCLL 0.0 '
Rep Stress Incr NO
WB 0.35
Horz(CT)
0.21 28
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
0.76 33-34
>554
240
Weight: 211 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP M 30'Except*
TOP CHORD
4-16: 2x4 SP M 31
BOT CHORD
2x4 SP M 30'Except*
31-34: 2x4 SP M 31
BOT CHORD
WEBS
2x4 SP No.3
JOINTS
OTHERS
2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 28=0-8-0
Max Horz 2=200(LC 7)
Max Uplift 2=-1525(LC 8), 28=-1089(LC 8)
Max Grav 2=2124(LC 1), 28=1742(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 4-5=-2293/1310, 5-7=-2238/1318, 7-9=-2227/1345, 9-12=-2190/1355, 12-14=-2140/1372,
Structural wood sheathing directly applied or 2-8-3 oc purlins.
Except:
3 Rows at 1/4 pts 4-18
Rigid ceiling directly applied or 3-8-5 oc bracing.
1 Brace at Jt(s): 18, 21, 23, 12, 9, 7, 5
14-17=-2159/1395, 17-20=-2202/1365, 20-22=-2220/1336, 22-24=-2235/1315,
24-26=-2289/1305, 2-3=-5796/4106, 3-4=-5873/4222, 26-27=4640/2828,
27-28=4618/2779, 4-6=-3221/2346, 6-8=-3221/2346, 8-10=-3221/2346,
10-11 =-3221/2346,11-13=-2657/1875, 13-15=-2657/1875, 15-18=-2657/1875,
18-19=-2657/1875, 19-21=-2577/1714, 21-23=-2577/1714, 23-25=-2577/1714,
25-26=-2577/1714
BOT CHORD 2-35=-3795/5457, 34-35=-3889/5629, 33-34=2877/4745, 32-33=-2877/4745,
31-32=-2877/4745, 30-31=2613/4497, 28-30=-2539/4351
WEBS 4-35=-543/500, 14-15=-565/864, 3-35=-244/352,14-34=-475/669, 11-33=-41/296,
11-34=-733/932, 26-31=-370/380, 19-32=-234/494, 19-31=-386/597
NOTES-
This item has been
1) Unbalanced roof live loads have been considered for this design;
electronically Signed and
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=35ft; eave=5ft; Cat.
sealed by Finn, Walter, PE
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
using a Digital Signature.
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
Printed Copies of this
5) All plates are 2x3 MT20 unless otherwise indicated.
document are not considered
6) This truss has been designed for a 10.0 psf bottom chord live load
nonconcurrent with any other live loads.
Signed and Sealed and the
7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
signature must be verified
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb)
on any electronic copies.
2=1525, 28=1089.
Walter P. Finn PE No.22839
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
MiTak USA, Inc. FL Cert 6634
j
6904 Parke East Blvd. Tampa FL 33610
Date:
Continued on page 2
October 28,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 6/19/2020 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 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 iVliTek'
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/TP/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
4ob
Truss
Truss Typ
Qty
Ply
T21715740
M11417
8HA
Common Girder
1
1
Job Reference (optional)
chambers I cuss, Inc., Fort Pierce, FL
NOTES-
10) Hanger(s) or other connection device(s) shall be provided str
and 781 Ib up at 7-0-0, 80 Ib down and 29 Ib up at 8-0-12, 8
80 Ib down and 29 Ib up at 16-0-12, 80 Ib down and 29 Ib up
chord. The design/selection of such connection device(s) is I
11) In the LOAD CASE(S) section, loads applied to the face of th
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate
Uniform Loads (plf)
Vert: 4-14=-54, 14-26=-54, 36-39=-20, 1-4=-54, 26
Concentrated Loads (lb)
Vert:34=-63(F) 35=-551(F) 42=-116(F) 43=-63(F)
8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:55 2020 Page 2
ID:v3DWvfzbUx9lkXK7230782yBP1f-Bk1knrpcdc8Yleo5bFBG3Mdbrw9rGR vGVJ4plyOwbE
:lent to support concentrated load(s) 156 Ib down and 184 Ib up at 20-11-4 on top chord, and 551 Ib down
Ib down and 29 Ib up at 10-0-12, 80 Ib down and 29 Ib up at 12-0-12, 80 Ib down and 29 Ib up at 14-0-12,
t 18-0-12, and 80 Ib down and 29 Ib up at 18-11-4, and 80 Ib down and 29 Ib up at 20-11-4 on bottom
3 responsibility of others.
truss are noted as front (F) or back (B).
lK.1
45=-63(F)46=-63(F) 47=-63(F) 48=-63(F)49=-63(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
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 ANS11TPH Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safetylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T21715741
M11417
GRA
HIP GIRDER
1
1
'
Job Reference o tional
unamoers I cuss, Inc.,
4.00 12
4x8 =
t-ort tierce, t-L t5.4Zu s tact 9 ZOZU MI I eK Industries, Inc. Wed uct 28 09:2ti:b1 zuzu rage 1
I D:v3DWvfzbUx9lkXK7230?82yBP1 f-879UCXrt8DOFYxyUifDk8nizvkrskBZCkpoBtByOwbC
8-0-0 10-4-0 15-1-4 19-10-9 , 22-3-0 . 24-M , 27-0-0 30-7-2 35-0-0 36-0-11
3-7-2 2-4-0
4-9-4
4-9.4 24-7
2-5-0 ' 2-4-0 3-7-2
4-4-14
1-0-0,
Scale = 1:60.3
5x8 MT18HS =
I
5x8 MT18HS =
2x3 II
4x10 =
3x6 = 4x8 =
2x3 II
4
5 30
31
32 6 33
347 35 6 36
37 38 9 10
2x3 I I
2x3 11
3
11
y
12 13 N
23 22
21
O
39 19 40
41 42 18 43
17 16 15
14
24 II 3x6 11
5x6'WB
—
2x3 I
4x5 =
3x6 — 6x12 = 3x6 II
2x3 II
3x4 —
3x10 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.75
Vert(LL)
0.41 22-23
>720
240
TCDL 7.0
Lumber DOL
1.25
BC 0.91
Vert(CT)
-0.46 22-23
>646
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.99
Horz(CT)
0.10 16
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
I Matrix -MS
LUMBER -
TOP CHORD
2x4 SP M 30
BOT CHORD
2x4 SP M 30
WEBS
2x4 SP No.3 *Except*
5-21,9-16: 2x6 SP No.2
OTHERS
2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 16=0-8-0, 12=0-8-0
Max Harz 2=98(LC 24)
Max Uplift 2=-1300(LC 8), 16=-3650(LC 8), 1
Max Grav 2=1691(LC 17), 16=4636(LC 1), 1
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or lest
TOP CHORD 2-3=-4309/3302, 3-4=-4275/3355, 4-5=-4205/320
8-9=-2252/3099,9-10=-2252/3099,10-11=-972/1
BOT CHORD 2-23=-3042/4052, 22-23=-3042/4052, 21-22=-301
18-19=-2304/3489,16-18=-463/1028,15-16=-17;
12-14=-1760/1033
WEBS 4-22=-836/859, 4-21=-254/393, 5-21=-448/397, 6
8-16=-4712/3326, 10-16=-2319/2227, 10-15=-10'
6-18=-2832/2116
BRACING -
TOP CHORD
BOT CHORD
WEBS
D(LC 25)
(LC 7)
except when shown.
), 5-6=-4205/3209, 6-8=-1028/644,
179, 11-12=-1001/1859
7/4099, 19-21=-2304/3489,
1/978, 14-15=-1760/1033,
121831, 6-19=-31/490,
9-16=-509/404, 8-18=-1052/1693,
PLATES GRIP
MT20 244/190
MT18HS 244/190
Weight: 171 lb FT = 20%
Structural wood sheathing directly applied or 3-1-15 oc purlins.
Rigid ceiling directly applied or 4-0-5 oc bracing.
1 Row at midpt 6-18
2 Rows at 1/3 pts 8-16
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=35ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; 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 100 lb uplift atjoint(s) except (jt=lb)
2=1300, 16=3650, 12=610.
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 196 lb down and 265 lb up at
8-0-0, 136 lb down and 192 lb up at 10-0-12, 136 lb down and 192 lb up at 12-0-12, 136 lb down and 192 lb up at 14-0-12, 136 lb
down and 192 lb up at 16-0-12, 136 lb down and 192 lb up at 17-6-0, 136 lb down and 192 lb up at 18-11-4, 136 lb down and 192
lb up at 20-11-4, 136 lb down and 192 lb up at 22-11-4, and 136 lb down and 192 lb up at 24-114, and 196 lb down and 265 lb up
at 27-0-0 on top chord, and 622 lb down and 762 lb up at 8-0-0f 103 lb down and 33 lb up at 10-0-12, 103 lb down and 33 lb up at
12-0-12, 103 lb down and 33 lb up at 14-0-12, 103 lb down and 33 lb up at 16-0-12, 103 lb down and 33 lb up at 17-6-0, 103 lb
down and 33 lb up at 18-11-4, 103 lb down and 33 lb up at 20-114, and 103 lb down and 33 lb up at 22-11-4, and 622 lb down and
673 lb up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
arittrtbad-6iA0bWE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
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
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
October 28,2020
MiTek°
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
ply
T21715741
M11417
GRA
HIP GIRDER
1
1
Job Reference (optional)
L,namoers i russ, Inc., ron Pierce, rL
d.4ZU S Oct 9 2UZU MI I eK Industries, Inc. Wed Oct 28 09:26:57 2UZU Page 2
I D:v3DWvfzbUx9lkXK7230782yBP1 f-879UCXrt8DOFYxyUifDk8nizvkrskBZCkpoBtByOwbC
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 4-10=-54, 10-13=-54, 24-27=-20
Concentrated Loads (lb)
Vert: 4=136(B)10=-136(B)20=-80(B)22=-622(B)21=I80(B)5=-136(B)15=-622(B)17=-80(B)9=-136(B)31=-136(B)32=-136(B)33=-136(B)34=-136(B)
35=-1 36(B) 36=-1 36(B) 37=-1 36(B) 39=-80(B) 40=-80(B) 41 =-80(B) 42=-80(B) 43=-80(B)
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MlTekral 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 A�
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing " iTe 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 ANSI77P/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
Qty
Ply
T21715742
M11417
GRB
Hip Girder
1
1
Job Reference (optional)
Chambers I russ, Inc., Fort Fierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:58 2020 Page 1
I D:v3DWvfzbUx9lkXK7230?82yBP1 f-WjsQtsVvXW6. 95XgGNkzh?FD08HuTrQMzTXkPdyOwbB
-1-0-0 3- -14 6-0-0 8.0-0 10-7-2 14-0-0 15 00
1-0-0 3-4-14 2-7-2 2-0-0 2-7-2 3-0-14 1-0-0
2x3 11 2x3 11
3x4 =
3x4 =
Scale = 1:26.1
I�
0
3- 14 6-0-0 8-0-0 10-7-2
14-0-0
3�-14 2-7-2 2-0-0 2-7-2
3-4-14
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.41
Vert(LL) 0.15 B-11 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.48
Vert(CT) -0.17 8-11 >983 240
BCLL 0.0
Rep Stress Incr NO
WB 0.18
Horz(CT) -0.04 5 n/a n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix -MS
Weight: 51 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-0-13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 5=0-8-0
Max Horz 2=-61(LC 23)
Max Uplift 2=934(LC 8), 5=-925(LC 8)
Max Grav 2=1001(LC 1), 5=994(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2313/2258, 3-4=-2193/2214, 4-5=-2314/2259
BOT CHORD 2-8=-2038/2162, 7-8=-2071/2193, 5-7=-2040/2163
WEBS 3-8=-463/480, 4-7=-426/450
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=24ft; eave=oft; 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 20.0psf on the Bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb)
2=934,5=925. ,
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 105 lb down and 167 lb up at
6-0-0, and 139 lb down and 267 lb up at 8-0-0 on top chord, and 368 lb down and 527 lb up at 6-0-0, and 306 lb down and 434 lb
up at 7-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
This item has been
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
electronically Signed and
sealed by Finn, Walter, PE
LOAD CASE(S) Standard
using a Digital Signature.
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Printed copies of this
Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20
document are not considered
Concentrated Loads (lb)
signed and sealed and the
Vert: 3=-86(B) 4=-92(B) 8=-368(B) 7=-306(B)
signature must be verified
on any electronic copies.
I
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 28,2020
®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�o
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 ANS11TPH Quality Criteria, DSB•89 and BCS/ Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
rk East
6904 Parke East Blvd.
Tampa,
Truss
Truss Type
Qty
Ply
LM,OI,l
T21715743
417
J2
JACK -OPEN
10
1
Job Reference (optional)
r„vers —55, ,Pic., rvri Pierce, FL. 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:26:59 2020 Page 1
ID:v3DWvfzbUx9lkXK7230?82yBP1 f-4VGEdDt7ggeznF6tg4FCDCoSNXjuCKW VB7Hly3yOwbA
1-0-0 1 2-0-0
Scale = 1:7.8
3x4 =
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 FBC2017ITP12014
T CSI.
TC 0.18
BC 0.11
WB 0.00
Matrix -MP
DEFL. in (too) I/defi L/d
Vert(LL) 0.00 7 >999 240
Vert(CT) -0.00 7 >999 240
Horz(CT) -0.00 3 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 8 lb FT = 20%
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. (size) 2=0-8-0, 4=Mechanical, 3=Mechanical
Max Horz 2=67(LC 12)
Max Uplift 2=-177(LC 12), 4=-33(LC 9), 3=-39(LC 12)
Max Grav 2=141(LC 1), 4=31(LC 3), 3=38(LC 1)
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=24ft; eave=oft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone; porch left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. Fol` studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
3) Gable studs spaced at 2-0-0 Do. 1
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except at=lb)
2=177.
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd. Tampa FL 33610
Data:
I
October 28,2020
®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
Nat
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
for
WOW
always required 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
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss Type
city
Ply
TJ4
TJob
M11417
JACK -OPEN
10
rence (optional)
m4zu s vci 9 zuzu mi I eK maustnes, Inc. vvea Uct 213 U9:26:59 2020 Pagel
ID:v3DWvfzbUx9lkXK7230?82yBP1f-4VGEdDt7ggeznF6tg4FCDCoLhXbOCKW VB7Hly3yOwbA
-1-0-0 4-0-0
1-0-0 4-0-0
Scale = 1:11.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defi
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL)
0.06
4-7
>810
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.61
Vert(CT)
-0.02
4-7
>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 FBC2017/TP12014
Matrix -MP
Weight: 14 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=104(LC 12)
Max Uplift 3=-95(LC 12), 2=-242(LC 12), 4=-72(LC 12)
Max Grav 3=89(LC 1), 2=207(LC 1), 4=68(LC 3) j
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
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exter
right exposed;C-C for members and forces & MWFRS for reacti(
2) This truss has been designed for a 10.0 psf bottom chord live lot
3) ' This truss has been designed for a live load of 20.Opsf on the t
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 ply
2=242.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD Rigid ceilingdirectly applied or 10-0-0 oc bracing.
TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat.
or(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-11-4 zone; porch left and
1s shown; Lumber DOL=1.60 plate grip DOL=1.60
d nonconcurrent with any other live loads.
)ttom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Qt=lb)
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22639
MiTek USA, Inc. FL Cent 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
October 28,2020
®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 verity the applicability of design parameters and property incorporate this design Into the overall ITZ
building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Mt'''��'
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 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldort, MD 20601 Tampa, FL 36610
Job
Truss Type
otyJ
ly
TJ6
T21715745
M11417
JACK -OPEN
8
1
Job Reference (optional)
cuss, Inc., Fort Pierce, FL
8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:00 2020 Page 1
ID:v3DWvfzbUx9lkXK7230?82yBP1 f-YigdrZUR8mgPPh3OonRmOKYVxzgxmmfOnOrUVyOwb9
6-0-0
6-0-0
Scale = 1:14.3
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Udefl Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL) 0.23
4-7 >314 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.46
Vert(CT) -0.10
4-7 >724 240
BCLL 0.0 '
Rep Stress Incr YES
I WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017[TP12014
Matrix -MP
Weight:20 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. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=142(LC 12)
Max Uplift 3=149(1_C 12), 2=-315(LC 12), 4=-112(LC 12)
Max Grav 3=140(LC 1), 2=278(LC 1), 4=106(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=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-11-4 zone; porch left and
right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) 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 100 lb uplift atjoint(s) except Qt=lb)
3=149, 2=315, 4=112.
I
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 28,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �®
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■����•
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH 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
T21715746
M11417
J7
Jack-Open8
1
Job Reference o tional
Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:01 2020 Page 1
ID:v3DWvfzbUx9lkXK7230?82yBP1 f-OuO?2vuNCSuhOZGFxVIgIdtjLLBbgD?ofRmODyyOwb8
1-0-0 7-0-0
1-0-0 7-0-0
Scale: 3W--1'
3x4 =
7-0-0
700
Plate Offsets X,Y —
2:0-1-14,Ed e
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) Udefl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.47
Vert(LL) -0.10
4-7 >857 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.99
Vert(CT) -0.21
4-7 >388 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Wind(LL) 0.18
4-7 >469 240
Weight: 23 lb FT = 20%
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.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=161(LC 12)
Max Uplift 3=-156(LC 12), 2=-210(LC 12), 4=-9(LC 12)
Max Grav, 3=170(LC 1), 2=315(LC 1), 4=120(LC I)
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=24ft; eave=4ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-114 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 100 lb uplift atjoint(s) 4 except Qt=lb)
3=156,2=210.
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
October 28,2020
® 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 �a
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 far 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?P/1 Quality Criteria, DSB-69 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
Truss
Truss Type
Qry
Ply
Lob,
T21417
J8
Jack -Open
11
1
Job Reference (optional)
Chambers I runs, Inc., Fort Pierce, FL
"_0
3x5 =
8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:01 2020 Page 1
ID:v3DWvfzbUx9IkXK7230?82yBP1 f-OuO?2vuNCSuhOZGFxVIgldthcLKJgD?ofRmODyyOwb8
Scale = 1:17.4
8-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.58
Vert(LL) -0.15
4-7 >656 360
MT20 2441190
TCDL 7.0
Lumber DOL 1.25
BC 0.43
Vert(CT) -0.32
4-7 >300 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
HOrz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Wind(LL) 0.24
4-7 >394 240
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 purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=180(LC 12)
Max Uplift 3=-176(LC 12), 2=-228(LC 12), 4=-13(LC
12)
Max Grav 3=190(LC 1). 2=351(LC 1), 4=143(LC
3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or lesle except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mphI; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-11-4 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 100 lb uplift at joint(s) 4 except Qt=lb)
3=176,2=228. 1
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 28,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. °
truss
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
u
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p p building design. Bracing indicated.. is to prevent buckling of individual ss 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 ANSIMP/1 Quality Criteria, OSB-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
T21715748
M11417
KJ6
Diagonal Hip
Girder
2
1
Job Reference (optional)
`-'•""`"-'� ""33, ' . ' �'�'-'�' .
8.420 S Vci 9 2020 can l ex industries, Inc. Vied Oci 28 09:27:02 2020 rage I
-
ID:v3DWvfzbUx9lkXK7230?82yBP1f-U4yNFFv?zlOYeirRVDpvrrQwalgOPdjxt5VyYOyOwb7
-1-5.0
4-7-8
8-5-1
1-5-0
4-7-8
3-9-9
Scale = 1:18.7
4
2.83 12
2x3 :zz 11
3
10
N
N
2
1
12
13 6
3x6 =
3x5 =
5
8-5-1
8-5-1
Plate Offsets (X,Y)—
[2:0-1-11 Edgej
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) 0.23 6-9 >439 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.40
Vert(CT) -0.22 6-9 >453 240
BCLL 0.0
Rep Stress Incr NO
WB 0.23
Horz(CT) -0.01 6 n/a n/a
BCDL 10.0
Code FBC2017fTP12014
Matrix -MP
Weight: 33 lb FT = 20%
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 8-0-8 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechani
Ial
Max Horz 2=141(LC 8)
Max Uplift 4=82(LC 8), 2=-400(LC 8), 6=-275(LC
8)
Max Grav 4=79(LC 1), 2=419(LC 1), 6=279(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or lest
except when shown.
TOP CHORD 2-3=-678/606
BOT CHORD 2-6=-683/660
WEBS 3-6=-686/710
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL= 1.60 plate grip DOL=1.60
2) This truss is not designed to support a ceiling and is not intendeld for use where aesthetics are a consideration.
3) This truss has been designed for a 10.0 psf bottom chord live lord nonconcurrent with any other live loads.
4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb)
2=400, 6=275.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at
2-11-0, 26 lb down and 48 lb up at 2-11-0, and 51 lb down and j112 lb up at 5-8-15, and 51 lb down and 112 lb up at 5-8-15 on top
chord, and 6 lb down and 38 lb up at 2-11-0, 6 lb down and 38 lb up at 2-11-0, and 21 lb down and 85 Ito up at 5-8-15, and 21 lb
down and 85 lb up at 5-8-15 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
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Incrll ase=1.25
Uniform Loads (plf)
Vert: 1-4=-54, 5-7=-20
Concentrated Loads (lb)
Vert: 11=-25(F=13, B=-13) 12=-11(F=-6, B=-6) 13=-43(F=-21, B=-21)
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 3361D
Date:
October 28,2020
® 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 trusslweb 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 ANS11TPIf 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
�
T21715749
M11417
KJ7
Diagonal Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:03 2020 Page 1
ID:v3D WvfzbUx9lkXK7230?82yBP1 f-yHW[Tbwek38PGsQe3wK902y6K9OS8OG561FV5gyOwb6
-1-5.0 5-3-15 9-10-1
1-5 0 5-3-15 4-6-1
Scale = 1:21.2
3x4 = zXJ 11 _. _ _ 5
LOADING (psf)
SPACING-
2-0-0
CSI.
TCLL
20.0
Plate Grip DOL
1.25
TC 0.31
TCDL
7.0
Lumber DOL
1.25
BC 0.39
BCLL
0.0
Rep Stress Incr
NO
WB 0.46
BCDL
10.0
Code FBC2017/TP12014
Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical
Max Horz 2=160(LC 8)
Max Uplift 4=-215(LC 5), 2=-504(LC 8), 5=-508(LC 8)
Max Grav 4=192(LC 1), 2=509(LC 1), 5=415(LC 1)
FORCES. (lb) -Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1122/1155
BOT CHORD 2-7=-1214/1080, 6-7=-1214/1080
WEBS 3-7=-285/298, 3-6=-1129/1270
DEFL. in (loc) I/deft Ud PLATES GRIP
Vert(LL) 0.12 6-7 >973 240 MT20 2441190
Vert(CT) -0.08 6-7 >999 240
Horz(CT) -0.02 5 n/a n/a
Weight: 40 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-1-9 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=24ft; eave=4ft; 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.
late
5) Provide mechanical connection (by others) of truss to bearing pi capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
4=215, 2=504, 5=508.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at
2-11-0, 26 Ito down and 48 lb up at 2-11-0, 51 lb down and 112 Ito up at 5-8-15, 51 lb down and 112 lb up at 5-8-15, and 76 lb down
and 169 lb up at 8-6-14, and 76 lb down and 169 lb up at 8-6-14 on top chord, and 6 lb down and 38 lb up at 2-11-0, 6 lb down and
38lb up at 2-11-0, 21 lb down and 85 lb up at 5-8-15, 21 lb down and 85 lb up at 5-8-15, and 53 lb down and 131 lb up at 8-6-1.4,
This item has been
and 53 lb down and 131 lb up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of
electronically signed and
others.
sealed by Finn, Walter, PE
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
using a Digital Signature.
LOAD CASE(S) Standard
Printed copies of this
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
document are not considered
Uniform Loads (plf)
signed and sealed and the
Vert: Loads (l S-B=-2o
L
Concentrated Loads b)
signature must be Verified
Vert: 12=-25(F=-13, B=-13) 13=-138(F=-69, B=-69) 14=-11(F=-6, B=-6) 15=-43(F=-21, B=-21) 16=-98(F=-49, B=-49)
on any electronic copies.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
October 28,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 101II-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 i�ii�•
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?P/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highv/ay, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T21715750
M11417
KJ8
DIAGONAL HIP GIRDER
2
1
Job Reference (optional)
cnamoers I ruse, Inc., Fort Fierce, FL
8.420 s Oct 9 2020 MiTek Industries, Inc. Wed Oct 28 09:27:04 2020 Page 1
ID:v3DWvfzbUx9lkXK7230?82yBP1 f-RT47gwwGVNGGtO_gderOwGVFGYLItU5ELP_3dHyOwb5
1-7-11
Scale = 1:21.0
3x4 = I �a It
6x8 = 5
11-3-0
LOADING (psi]
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.42
Verl 0.27
7-10 >492 240
MT20 2441190
TCDL 7.0
Lumber DOL
1.25
BC 0.42
Vert(CT) -0.19
7-10 >691 240
BCLL 0.0
Rep Stress [nor
NO
WB 0.43
Horz(CT) -0.02
6 n/a n/a
BCDL 10.0
Code FBC2017ffP12014
Matrix -MS
Weight: 44 lb FT = 20%
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 6-1-10 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical
Max Horz 2=179(LC 8)
Max Uplift 4=-49(LC 8), 2=-683(LC 8), 6=-700(LCI8)
Max Gram 4=51(LC 1), 2=585(LC 1), 6=570(LC 1)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown.
TOP CHORD 2-3=-1098/1195
BOT CHORD 2-7=-1264/1045, 6-7=-1264/1045
WEBS 3-6=-1185/1434, 3-7=-422/384
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mpN; TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat.
Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; 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 100lb uplift atjoint(s) 4 except Qt=lb)
2=683,6=700.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 lb down and 48 lb up at
2-11-0, 26 lb down and 48 lb up at 2-11-0, 51 lb down and 112 lb up at 5-8-15, 51 lb down and 112 lb up at 5-8-15, and 77 lb down
and 171 lb up at 8-6-14, and 77 lb down and 171 lb up at 8-6-114 on top chord, and 11 lb down and 3 lb up at 2-11-0, 11 lb down
This item has been
and 3 lb up at 2-11-0, 32 lb down and 27 lb up at 5-8-15, 32 lbdown and 27 lb up at 5-8-15, and 49 lb down and 73 lb up at 8-6-14
electronically signed and
and 49 lb down and 73 Ib up at 8-6-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of
sealed by Finn, Walter, PE
others.
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
using a Digital Signature.
Printed Copies of this
LOAD CASE(S) Standard I
document are not considered
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
signed and sealed and the
Uniform Loads (plf)
signature must be verified
Vert: 1-4=-64, 5-8=-20
Concentrated Loads (lb)
on any electronic copies.
Vert: 12=-25(F=-13, B=-13) 13=-127(F=-63, B=-63) 14=-11(F=-6, B=-6) 15=43(F=-21, B=-21) 16=-94(F=-47, B=-47)
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 28,2020
®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 designparameters and properly Incorporate this design into the overall /�o
building design. Bracing indicated is to prevent buckling of individual trussIweb and/or chord members only. Additional temporary and permanent bracing IY1iTe 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 ANSdTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safelylnformadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Job
Truss TypeCity
PlyT21715751
TMV2
Valley
1
1
Job Reference o tional
o.4zu s Vct a zuzu MI I eK Inaustries, Inc. vve0 UOt zts ug:zf:ub 2u2u Page 1
ID:v3DWvfzbUx9lkXK7230?82yBP1 f-vfeWuGxuGgO7VAZOALMdTT2Wwynicl?Oa3kc9jyOwb4
4.00 12
3x4
Scale = 1:6.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Udefl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.:
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 FBC2017lrP12014
Matrix-P
Weight: 5 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (size) 1=2-0-0, 2=2-0-0, 3=2-0-0
Max Harz 1=21(LC 12)
Max Uplift I= 20(LC 12), 2=-30(LC 12)
Max Grav 1=41(LC 1), 2=30(LC 1), 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=128mp
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exti
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 It
4) ' This truss has been designed for a live load of 20.Opsf on the
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain value using AN:
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing F
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=oft; Cat.
Dr(2) zone;C-C for members and forces & MWFRS for reactions
nonconcurrent with any other live loads.
.am chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
1 angle to grain formula. Building designer should verify
capable of withstanding 100 lb uplift atjoint(s) 1, 2.
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cart 8634
6904 Parke East Blvd. Tampa FL 33010
Date:
October 28,2020
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss Iweb 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 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
T21715752
M11417
MV4
Valley 1
1
1
Job Reference o tional
cnamoers I russ, Inc., ron coerce, t-L
a.4zU 5 UCt 9 2UZU MI I eK Industries, Inc. Wed Oct 28 U9:27:U8 ZU2U Nage 1
ID:v3DWvfzbUx9lkXK7230?82yBP1f-NrCu5cyW 1_W_7K8Dk2us?hacWM5dLUFXoJT9h9yOwb3
2
Scale = 1:9.4
3
I
3x4
3x4 11
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 FBC2017fTPI2014
Matrix-P
Weight: 12 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (size) 1=4-0-0, 3=4-0-0
Max Horz 1=56(LC 12)
Max Uplift 1=-54(LC 12), 3=-72(LC 12)
Max Grav 1=109(LC 1), 3=109(LC 1)
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=128mp
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extl
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 1,
4) ' This truss has been designed for a live load of 20.Opsf on the
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing 1
Structural wood sheathing directly applied or 4-0-0 oc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
TCDL=4.2psf; BCDL=3.Opsf; h=12ft; B=45ft; L=24ft; eave=4ft; Cat.
or(2) zone;C-C for members and forces & MWFRS for reactions
nonconcurrent with any other live loads.
tom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
capable of withstanding 100 lb uplift at joint(s) 1, 3.
This item has been
electronically signed and
sealed by Finn, Walter, 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.
Walter P. Finn PE No.22839
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
October 28,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall HT
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe 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 ANSVTP11 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
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION
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.
Ole
SA
For 4 x 2 orientation, locate
plates 0- 1r1E' 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
rIndicated by symbol shown and/or
— by -text in -the -bracing -section of the
output. Use T or I bracing
if indicated.
BEARING
Indicates location where bearings
(supports) occur. Icons vary but
reaction section indicates joint
number where bearings occur.
Min size shown is for crushing only.
Industry Standards:
ANSI/TP11: 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.
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
2
3
TOP CHORDS
C1-2 C2.3
WEBS
o
A04
U
3:ELO
C7-8
C6-7
BOTTOM CHORDS
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
[CC -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
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
© 2012 MiTek@ All Rights Reserved
MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020
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 ANSIfrPI 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 ondesign. --
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSI/TPI 1 Quality Criteria.
21.The design does not take into account any dynamic
or other loads other than those expressly stated.