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=1 _IFS SAFETYWARNINC-
This symbol identifies Life Safety Warnings that
should be read and given special attention to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 2'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
' TO DETERMINE IF MULTIPLE PLY. '
l l
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Sp n or less o pan
A Scare der Bar(
\ 60 degrees
or less
�— 1n span Tag The rs to
H---Mprox s
T Iln° approx. 1r2 of Span.
REFER TO SCSI REFER TO BCSI
Truss must be set this way a crane is used. Truss must be set this way if 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 more this way.
All load bearing walls, headers,
beams, & lintels must be in place
at indicated height before trusses
are installed.Z,
AIR HANDLER NOTE
Unless noted elsewhere on this layout, these trusses are not
designed for air handlers in the 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.
141ARMIMG A
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 with an 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.
SEAT PLAT . BY CHAMBERS TRUSS
,REPRESENTS A HANGER
HANGER SCHEDULE
USE HUS26 FOR 2X4. SUH46 FOR 4X2 EXCEPT AS SHOWN
CARRIED
TRUSS
CARRYING
TRUSS
HANGER ID
FASTENER FOR
CARRIED TRUSS
FASTENER FOR
CARRYING TRUSS
`Please refer to Standard Engineering package for general instuction on installing hangers
10d=0.148" x 3" 16d=0.162" x 3 1/2"
Hatch Legend
LOAD
F7A BEARING
AT 12'-4"
ImLOAD
BEARING
AT 9'-4"
ADo not
russes
until they arebraced
�r ae
per
BCSI
)ropeI
ii.p ,;
g a
r"f@ ARRANGE WITH
.LA
CRANE
OPERATOR
IN ADVANCE
.� i
STRONG
���
OF " a
IL GTV c
NOTES:
* ALL C� �� ��, _rj n
�,r
ALL t� �
aJs .. —,".T a �. �rr f� - I 'ram ®E ■ O I r1 i y� IFi 1
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I� I I xPcsaAEtt
L
wcAlEOAs IwrEaawNao ox orison
E NOT .
SSarNIMa" DARD
SSE
ENGWEEgWG.
1
0»
1
P5�>
I
i
I
xoc.1"au
CORNFrt JxCKB N�14
CORNER DETAIL
WEI"NNGs n"f enOYM FOR.UNirrY
SQUARE CUT END 5 f
2X4?OP-'CHO`0
WALL HEIGHT 9'-4" '
END DETAIL:9A
4-01
�-04-0
8-0
SQUARE CUT END 5
2X4 TOP CHORD
WALL HEIGHT VARIES
END DETAIL: TYPICAL
4-01 -
fl041
FAMCATION AG FEMEN`r
..TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED -
e undersigned acknowledges and agrees:
1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority fora,
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
hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
iter 10 days of delivery remedy will be according to Florida statute 558.
4. The undersigned acknowledges receipt of'BCSr summary sheet by TPI & WTCA.
5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has
e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will
responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has
redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is I
esponsible 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 i
for revisions may be charged by ChambersTruss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
nvoice will be made on delivery and paid within terns of net on delivery. Invoice may be made at scheduled date of,
rwery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss `l
easonable, attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be
idded 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
ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the
ndersgned agrees to pay such indebtedness including attorneys fees, d default in payment for material be made by the
cipient.
10. In the event of any litigation concerning this agreemem, the gems furnished hereunder or payments referred to
Brain; the parties agree that the sole venue for any such action will be Saint Lucia County, Florida.
11. Design responsibgifies are per `"`National Standard And Recommended Guidelines On Responsibilities For'
Construction Using Metal Plate Connected Wood Trusses ANSI(TPIM/TCA 4 - 2002'"'
12. Warranty is per Chambers Truss Warranty attached. I
i
DATED
I
i
SIGNED
OR TITLE
A spreader bar may be required per "BCSI" to prevent injury & damage.
l
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.
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. f
Trusses must be sett plumb and square
Do not set bunks or stack of plywood, roofing material or any other
concentrated loads on trusses, this can cause collapse. j
DO NOT INSTALL TRUSSES USING THIS I
USE
/�PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
�''� I
w. f
7PP�i
can �� . e�snue
Foce, Florida 34982-6423 I
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
pN A.1.431 LCADINGIDESIGN CRITERIA REDUCIBLE
PER CODE SUCH AS SBC 1604.6.1 1
DESIGN CRITERIA
i
County Indian River County
Building Department Indian River County
Wind Design Criteria ASCE 2010
Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
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 Conocurent 0 1
Bottom Chord Dead 10 3 0
Total Load 47 7.2 0
Duration Factor 1.25 0
Wind Speed 170mph
Top Chord C.B. Sheathing by builder j
Bottom Chord C.B. Sheathing by builder
Highest Mean Height 15'
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
R.D.L =Restraining Dead Load C.B =Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: 74978
SCALE: 1 /4" = 1'-011
127 total trusses, 47 unique designs"
Designer: RLC Reviewed by: RLC
Date: 03/01/18 REVISED 07/09/18 I
FOR ELUcle
D
REXFORD, INC. 018DESCRIPTION: t Permlttin4
EVON
Page 1 of 1 CUSTOMER INITIALS EACH PAGE
74978 I
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek'
RE: 74978 - EVON
Site Information:
Customer Info: REXFORD, INC
Lot/Block:
Address: UNKNOWN
City: INDIAN RIVER COUNTY
Project Name: EVON
Subdivision:
State: FL
RECEIVED
AUG 0 2 ?.018
ST. Lucle County, Permitting
-k USA, Inc.
Parke East Blvd.
a, FL 33610-4115
Name Address and License # of Structural Engineer of Record, If there is one, for the building.
Name: License #:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE9-10 Wind Speed: 170 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 47 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
INo.
Seal#
I Truss Name
I Date
No.
Seal#
ITruss Name
Date
1
IT14515142
JA
7/9/18
118
1 T14515159
1 GRB
7/9/18
12
I T14515143
I Al
17/9/18
119
I T14515160
I GRD
17/9/18 I
13
IT145151441ATA
17/9/18
120
IT14515161
IGRE
17/9/18
14
IT14515145
I D
17/9/18
121
I T14515162
I GRG
17/9/18 I
15
IT14515146
I D1
17/9/18
122
I T14515163'
I GRP
17/9/18
16
I T14515147
I D2
17/9/18
123
I T14515164
IA I
17/9/18 I
17
I T14515148
I D3
17/9/18
124
I T14515165
I J2
17/9/18 I
18
I T14515149
I D4
17/9/18
125
I T14515166
I J3
17/9/18 I
19
I T14515150
I D6
17/9/18
126
I T14515167
I J5
17/9/18 I
110
I T14515151
I E
7/9/18
127
I T14515168
J7
17/9/18 I
I11
I T14515152
I G
17/9/18
128
I T14515169
I JAI
17/9/18 I
112
I T14515153
I G 1
17/9/18
129
I T14515170
I JA3
17/9/18 I
113
IT14515154
I G2
17/9/18
130
I T14515171
I JA5
17/9/18 I
114
I T14515155
I G3
17/9/18
131
I T14515172
I JE3
17/9/18 I
115
I T14515156
I G4
17/9/18
132
I T14515173
I KJ3
17/9/18 I
116
IT14515157
I G5
17/9/18
133
I T14515174
I KJ5
17/9/18 I
117
IT14515158
I GRA
17/9/18
134
IT14515175IKJ7
17/9/18 I
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.
Truss Design Engineer's Name: Albani, Thomas
My license renewal date for the state of Florida is February 28, 2019
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 ANSIfTPI 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's 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.
, Fol'. 1 1 L11 1 C 0 P Y
No 39380-
:-)3 ST E OF '•�/'
,fl iO N A "--�%%N
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
Albani, Thomas 1 of 2
RE: 74978 - EVON
Site Information:
Customer Info: REXFORD, INC
Lot/Block:
Address: UNKNOWN
City: INDIAN RIVER COUNTY
Project Name: EVON Model:
Subdivision:
No.
Seal#
ITruss Name
I Date
135
IT14515176
I KJA7
7/9/18
36
IT14515177
I KJE
17/9/18
137
IT14515178
I MV2
17/9/18 1
38
IT14515179
I MV4
17/9/18 I
139
IT14515180
I MV6
17/9/18 I
I40
IT14515181
I MV8
17/9/18 I
141
IT14515182
I MV10
17/9/18 I
142
IT14515183
I P
17/9/18 I
143
IT14515184
I V4
17/9/18 I
144
IT14515185
I V8
17/9/18 1
145
IT14515186
I V12
17/9/18
146
IT14515187
I VA
17/9/18
147
IT14515188
I VB
17/9/18 I
State: FL
2 of 2
Jqh ,
Truss
Truss Type
City
Ply
EVON
T14515142
74978
A
Hip
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:18:56 2018 Page 1
I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-x?eLQMUAaYevsjR1 ajOxJGdok8WkTHX?C WFbMvyzgKT
-1-4-0 5-8-12 9-0-0 14-4-0 17-7-4 23-4-0 24-8-0 ,
1 4-0 5 8-12 3-3-4 5 4-0 3-3 4 5-8-12 1 4-0
oI1
4x6 =
4 2021
46 =
2223 5
Scale=1:42.7
3x5 = 3x4 = 3x6 = 3x4 = 3x5 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.29
Vert(LL)
-0.21
9-17
>999
360
TCDL
7.0
Lumber DOL
1.25
BC 0.43
Vert(CT)
-0.36
9-17
>787
240
BCLL
0.0
Rep Stress [nor
YES
WB 0.14
Horz(CT)
0.04
7
n/a
n/a
BCDL
10.0
Code FBC2017ITP12014
Matrix -MS
Wind(LL)
0.18
11-14
>999
240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=938/0-8-0, 7=938/0-8-0
Max Horz 2=-155(LC 10)
Max Uplift 2=-655(LC 12), 7=-655(LC 12)
PLATES GRIP
MT20 244/190
Weight: 99 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1701/1426, 3-4=-1466/1200, 4-5=-1335/1157, 5-6=-1466/1200, 6-7=-1702/1426
BOT CHORD 2-11=-1179/1656, 9-11=-846/1362, 7-9=-1202/1542
WEBS 3-11=-371/435, 4-11=-177/386, 5-9=-177/387, 6-9=-371/435
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 9-0-0, Exterior(2) 9-0-0 to
18-6-15, Interior(1) 18-6-15 to 24-8-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb)
2=655, 7=655.
PS' A!'A�����i
No 39380
ti �
i 0 •4Q
♦ b
fft O N A\ ,��,`%%
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 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 ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jqb ,
Truss
Truss Type
Qty
Ply
EVON
T14515143
74978
Al
Hip
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:18:56 2018 Page 1
I D:fxeKT1 sjRxeJn-2WnHcmclzflNrx7eLQMUAaYevsjRl ajOxJGdoY8XCTF17C WFbMvyzgKT
14-0 6-6-8 11-0-0 124A 16-9-8 23-4-0 24-8-0
1-41 6-" 4-5-8 1-4-0 4-5-8 6-6-8 1-4-0
011
3x4 =
2x3 II
4x4 =
4x4 =
3x6 = 2x3 11
3x4 = 3x4 =
Scale = 1:42.7
3x4 =
Io
6-" 11-0-0 12-4-0
, 16-9-5
9 -4-0
Plate Offsets (X.Y)— t11:0-2-0.0-1-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
([cc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.31
Vert(LL) -0.06
9-19 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.34
Vert(CT) -0.13
9-19 >999 240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.32
Horz(CT) 0.04
7 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL) 0.09
9-19 >999 240
Weight: 112 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 5-4-12 cc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 6-10-12 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=938/0-8-0, 7=938/0-8-0
Max Horz 2=-185(LC 10)
Max Uplift 2=-655(LC 12), 7=-655(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-171911312, 3-4=-122011033, 4-5=-1081/1002, 5-6=-122011033, 6-7=-1719/1312
BOT CHORD 2-13=-1065/1538, 12-13=-1065/1538, 10-12=-636/1081, 9-1 0=-1 086/1538,
7-9=-1086/1538
WEBS 3-12=-588/532, 4-12=-256/323, 5-10=-256/323, 6-10=-589/532
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 11-0-0, Exterior(2) 11-0-0
to 12-4-0, Interior(1) 16-9-8 to 24-8-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
11111 II1111 j1
grip DOL=1.60
3) Provide drainage
.0 S A.
MP
adequate 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.
%
xN • •� C•E N S+ ••. '9jL�i�
5) ' This truss has been designed for a live load of 20.Opsf on the bottom in 3-6-0 tall by 2-0-0
,��
•• F ••.
chord all areas where a rectangle wide
will fit between the bottom chord and any other members.
No 39380
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=655, 7=655.
—10 cc
"13F
•���F•
••• O R \
%
/1111f1
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not•
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314.
Tampa, FL 36610
Jcob
Truss
Truss Type
Qty,
Ply
EVON
T14515144
74978
ATA
Attic
4
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:18:57 2018 Page 1
ID:fxeKTt sjRxeJn_2 Wn HcmclzflNc-PBCjeiVoLsmmUtOE8QYAsU9wAYmTCfp9RA78uMyzgKS
1-4-0 4-6-12 8-3-0 8- 11 8 0 14-11-0 15 12 18-9A 23 4-0 24-8-0
1-4-0 4-0-12 3-8-8 0-1- 2 3-3-0 3-3-0 0- -12 3-S S 4-6-12 1 4-0
W
N
oI1
3x5 =
4x4 =
3x4 = 5x6 = 3x4 =
6-0-0
3x5 =
Scale = 1:42.0
Iv
0
8-3-4 6-9-8 8-3-4
Plate Offsets (X.Y)— (2:0-6-5.0-2-61, f10:0-6-5,0-2-61
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in ([cc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TIC 0.51
Vert(LL) -0.21 12-14 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.78
Vert(CT) -0.33 12-14 >844 240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.46
Horz(CT) 0.05 10 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Wind(LL) 0.16 12-14 >999 240
Weight: 125 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP M 30
TOP CHORD
BOT CHORD
2x6 SP No.2
BOT CHORD
WEBS
2x4 SP No.3
WEBS
REACTIONS.
(lb/size) 2=1006/0-8-0, 10=1006/0-8-0
Max Horz 2=195(LC 11)
Max Uplift 2=614(LC 12), 10=-614(LC 12)
Max Grav 2=1120(LC 18), 10=1120(LC 19)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=-2379/1224, 3-4=-2048/982, 4-5=-1754/947, 5-6=-18/260, 6-7=-18/260,
7-8=-1754/946, 8-9=-2048/981, 9-10=-2379/1223
BOT CHORD
2-14=-999/2315, 12-14=-660/1839, 10-12=-1034/2197
WEBS
8-12=-111/596, 9-12=-523/411, 4-14=-111/595, 3-14=-523/411, 5-15=-2693/1000,
7-15=-2093/1000
Structural wood sheathing directly applied or 4-5-13 cc purlins.
Rigid ceiling directly applied or 7-2-2 cc bracing.
1 Row at micipt 5-7
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 11-8-0, Exterior(2) 11-8-0
to 14-8-0 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-15, 7-15
6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=614, 10=614.
8) Attic room checked for U360 deflection.
�%%% ",PS'11A"A,It'�i
No 39380
fo siO N A; ,,,%\
11111111
Thomas A. Mani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
EVON
T14515145
74978
D
Half Hip
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:18:58 2018 Page 1
I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-tOm5r'LWQ6Aud61 bQi83POhi2SyB4xl AlfgkiQoyzgKR
-1-4-0 , 5 8-12 9-0-0 16-7-4 24-0-12 31-8-0
14-0 5-8-12 3-37-7A 7-5-8 7-7A
5.00
3x5 =
4x6 =
3x8 = 3x6 = 2x3 II
Scale = 1:55.7
4x5 =
' 19 6 1 20 0
13 " 11 10 q
3x8 =
3x6 =
2x3 11
4x10 =
3x6 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 0.66
Vert(LL)
-0.16
11
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.50
Vert(CI)
-0.31
13-16
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.77
Horz(CT)
0.08
9
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.24
11
>999
240
Weight: 160 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD
2x4 SP M 30
TOP CHORD
BOT CHORD
2x4 SP M 30
WEBS
2x4 SP No.3
BOT CHORD
WEBS
REACTIONS.
(lb/size) 9=1165/Mechanical, 2=1243/0-8-0
Max Horz 2=281(LC 12)
Max Uplift 9=-738(LC 12), 2=-833(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD
2-3=2470/1968, 3-4=-2222/1761, 4-5=-2039/1696, 5-7=-1841/1446, 7-8=-1841/1446,.
8-9=-1096/950
BOT CHORD
2-13=-2012/2251, 11-13=-1999/2497, 10-11 =-1 999/2497
WEBS
3-13=-325/393, 4-13=-330/571, 5-13=-513/400, 5-11=0/277, 5-10=-735/621,
7-10=425/492, 8-1 0=-1 586/2023
Structural wood sheathing directly applied or 4-5-1 oc purlins,
except end verticals.
Rigid ceiling directly applied or 5-1-11 oc bracing.
1 Row at midpt 5-13, 5-10, 8-10
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-9-5, Interior(1) 1-9-5 to 9-0-0, Exterior(2) 9-0-0 to
13-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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) 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) except Qt=lb)
9=738, 2=833.
No 39380
� "10 � � CC
�•' •�/��
o NA
,,
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jgb
Truss
Truss Type
Qty
Ply
EVON
T14515146
74978
D1
Half Hip
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:18:59 2018 Page 1
ID:fxeKT1 sjRxeJn-2 WnHcmclzflNc-MaKT2OX2tTOUjBAcGraexvEEKMYQgUKSuUUFzEyzgKQ
,-1.4-0 , 6-" 11-0-0 17-11-4 24-8-12 3143-0
1-0-0 6-6-8 4-5 8 6-11-4 6-9-8 6-11-4
3x4 =
Scale = 1:55.7
48 = 2x3 II 3x6 = 3x4 = 4x4 =
4 19 20 21 5 6 7 22 8
14 13 11 10 9
2x3 II 3x4 = 3x6 = 3x8 =
4x4 =
3x6 11
,
6- 2-
11-0.0
17-11-4
24-8-12
31-8-0 ,
6-0-8
4-5-8
6-114
6-9-8
6-11-4
Plate Offsets (X.Y)—
14:0-5-4.0-2-01
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.59
Vert(LL)
-0.12 11-13
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.43
Vert(CT)
-0.25 11-13
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.78
Horz(CT)
0.06 9
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Wind(LL)
0.19 11-13
>999
240
Weight: 170 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 BOT CHORD
WEBS
REACTIONS. (lb/size) 9=1165/Mechanical, 2=1243/0-8-0
Max Horz 2=332(LC 12)
Max Uplift 9=-745(LC 12), 2=-827(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2487/1879, 3-4=2021/1607, 4-5=-2007/1629, 5-7=-2007/1629, 7-8=-1406/1121,
8-9=-1103/960
BOT CHORD 2-14=-1974/2244, 13-14=-1974/2244, 11-13=-1559/1829, 10-11=-1121/1406
WEBS 3-13=-552/491, 4-13=-217/412, 4-11 =-1 78/256, 5-11=-391/464, 7-11=-614/727,
7-10=-799/800, 8-10=-1333/1673
Structural wood sheathing directly applied or 4-4-8 oc purlins,
except end verticals.
Rigid ceiling directly applied or 5-2-0 oc bracing.
1 Row at midpt 8-10
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-9-5, 1nterior(1) 1-9-5 to 11-0-0, Exterior(2) 11-0-0
to 15-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Provide adequate drainage to prevent water ponding.
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) 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 atjoint(s) except Qt=lb)
9=745, 2=827.
%%%%�`,PS'
��� . • G E NJ
No 39380
1z
•••,•,;,,. G �%
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parametersshown, and is for an Individual building component, not
Mal'
a truss system. Before use, the building designer must vedfy 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
MITe IC•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jab
Truss
Truss Type
Qty
Ply
EVON
T14515147
74978
D2
Hip
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:00 2018 Page 1
ID:fxeKTt sjRxeJn_2 WnHcmclzflNo-gmtsGkYgen8LLLIppZ5tT6nR6mtWP_ab77DoVgyzgKP
1-0-0 7-7-13 13 0 0 18-8-0 24-0 3 31-8-0
1 4-0 7-7-13 5 43 5-8-0 5- 3 7-7-13
Scale=1:55.6
4x6 =
4x6 =
4 2122 23 24 5
12 11 9 8
3x5 =
2x3 II 3x4 = 3x6 = 3x4 = 2x3 II 3x5 =
LOADING (psi)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.46
Vert(LL)
-0.33
8-9
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.51
Vert(CT)
-0.43
8-9
>892
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.58
Horz(CT)
0.08
7
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
0.30 11-12
>999
240
Weight: 142 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP M 30
BOT CHORD
2x4 SP M 30
WEBS
2x4 SP No.3
REACTIONS.
(lb/size) 7=1170/Mechanical, 2=1248/0-8-0
Max Horz 2=232(LC 11)
Max Uplift 7=-727(LC 12), 2=-850(LC 12)
Max Grav 7=1181(LC 18), 2=1251(LC 17)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2449/1909, 3-4=-1854/1555, 4-5=-167211515, 5-6=-1855/1578, 6-7=-2452/1905
BOT CHORD 2-12=-1665/2351, 11-12=-1665/2351, 9-11=-1140/1712, 8-9=-1649/2211, 7-8=-1649/2211
WEBS 3-12=-9/283, 3-11=-755/616, 4-11=-253/468, 5-9=-272/470, 6-9=-769/634, 6-8=-18/285
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-9-5, Interior(1) 1-9-5 to 13-0-0, Exterior(2) 13-0-0
to 23-1-12, Interior(1) 23-1-12 to 31-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) 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 atjoint(s) except (jt=lb)
7=727, 2=850.
�`` .j• .• �G E N
No 39380 10
Thomas A. Albani PE No.39380
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1 a(0312015 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 ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
job
Truss
Truss Type
Qty
Ply
EVON
T14515148
74978
D3
Hip
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:02 2018 Page 1
ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-m97chQZxAOP2aevBx_7LZXsIOZXOsgFuaRiv7zyzgKN
-1-4-0 , 8-9-2 15 0 0 16-8-0 22-10-14 3148-0
14-0 8-9-2 6-2-14 1-8-0 6-2-14 8-9-2
vI.
0
4x5 = 45 =
5.00 12
Scale=1:55.3
14 13 " 11 10
4x5 — 2x3 II 3x6 = 2x3 II 4x5 =
3x4 = 3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in ([cc)
I/defl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.54
Vert(LL)
-0.16 10-20
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.57
Vert(CT)
-0.35 10-20
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.89
Horz(CT)
0.08 9
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Wind(ILL)
0.28 10-20
>999
240
Weight: 149 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1248/0-8-0, 9=1170/Mechanical
Max Horz 2=264(LC 11)
Max Uplift 2=-850(LC 12), 9=-727(LC 12)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-14 cc purlins.
BOT CHORD Rigid ceiling directly applied or 5-4-14 cc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-2384/1766, 4-5=-1670/1375, 5-6=-1475/1348, 6-7=-1671/1394, 7-9=-2377/1772
BOT CHORD 2-14=-1520/2134, 13-14=-1520/2134, 11-13=-921/1475, 10-11 =-1 500/2144,
9-10=-1500/2144
WEBS 4-14=-2/342, 4-13=-863/698, 5-13=-342/443, 6-11=-359/445, 7-11=-875/708,
7-10=-7/343
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-9-5, Interior(1) 1-9-5 to 15-0-0, Exterior(2) 15-0-0
to 16-8-0, Interior(1) 21-1-12 to 31-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord 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) except Qt=lb)
2=850, 9=727.
A.
No 39380 SO
: -10 rc
441
00
.- W
00
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 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 ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
EVON
T14515149
74978
D4
Common
3
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:03 2018 Page 1
ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-ELZ_umaZxiXvCoUNVhea5lPvhzsAbFJ1 p5ST6?yzgKM
9-8-4 15-10-0 21-11-12 31-8-0
9-8A 6-1-12 6-1-12 9-8A
4x4 =
5.00 12
Scale = 1:52.5
I�
10 9 8
3x6 — 2x3 II 5x8 = 2x3 I 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 FBC2017/TP12014
CSI.
TC 0.63
BC 0.64
WB 0.90
Matrix -MS
DEFL. in
Vert(LL) -0.22
Vert(CT) -0.48
Horz(CT) 0.08
Wind(LL) 0.37
(]cc) I/deft Ud
8-16 >999 360
8-16 >789 240
7 n/a n/a
8-16 >999 240
PLATES GRIP
MT20 244/190
Weight: 140 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 3-7-11 cc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 5-4-4 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=1172/0-8-0, 7=1172/Mechanical
Max Horz 1=-259(LC 10)
Max Uplift 1=-730(LC 12), 7=-730(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-3=-2319/1663, 3-4=-1605/1288, 4-5=1605/1288, 5-7=-2319/1663
BOT CHORD 1-10=-1369/2083, 9-1 0=-1 369/2083, 8-9=-1369/2083, 7-8=1369/2083
WEBS 4-9=-687/952, 5-9=-887/695, 5-8=-26/371, 3-9=-886/695, 3-10=-26/371
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat.
11; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-0, Interior(1) 3-2-0 to 15-10-0, Exterior(2) 15-10-0
to 19-0-0 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 live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0
A.
a of on chard all areas where a rectangle wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
,��` �� • G•E N S • • ��i �ii
•• F•�•.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
1=730, 7=730.
No 39380
r
r
CC Z
I �
00
Is,
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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 { Mal'
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
EVON
T14515150
74978
D6
Common
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:04 2018 Page 1
ID:fxeKT1sjRxeJn_2WnHcmclzflNc iX7M65bBi0fmgy3a2OApeyy4RNCPKiZB21BOeSyzgKL
9-8-4 15-10-0 21-11-12 31-8-0
9-84 6-1-12 6-1-12 9-8-4
44 =
lu
2x3 I I
5.00 12
4x4 =
5x8 =
2x3 11
Scale=1:52.1
4x4 =
Iv
0
i 9-84 15-10-0
i 21-11-12
31-8-0
9-8-4 6-1-12
6-1-12 9-8-4
Plate Offsets (X.YIf1:0-2-6.Edae1. T2:0-3-0.Edge1, f6:0-3-O.Edgel, 17:0-2-6.Edgel f9:0-4-0.0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.63
Vert(LL) -0.22
8-16 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.64
Vert(CT) -0.48
8-16 >789 240
BCLL 0.0
Rep Stress Incr YES
WB 0.90
Horz(CT) 0.08
7 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Wind(LL) 0.37
8-16 >999 240
Weight: 140 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 3-7-11 cc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 5-44 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=1172/0-8-0, 7=1172/0-8-0
Max Horz 1=259(LC 11)
Max Uplift 1=-730(LC 12), 7=-730(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-3=-2319/1663, 3-4=1605/1288, 4-5=-1605/1288, 5-7=-2319/1663
BOT CHORD 1-1 0=-1 369/2083, 9-10=-1369/2083, 8-9=-1369/2083, 7-8=1369/2083
WEBS 4-9=-687/952, 5-9=-887/695, 5-8=26/371, 3-9=-886/695, 3-10=-26/371
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-0, Interior(1) 3-2-0 to 15-10-0, Exterior(2) 15-10-0
to 19-0-0 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. t1I1111111I I /II1
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 %� S A,
will fit between the bottom chord and any other members. ,`%� O�P
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) �� `�` ..• •1G E Ns • •.'9iL ��
1=730, 7=730.
No 39380 lo
:cam
. •
Thomas A. Albans PE No.39380
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 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, notp�^
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIriPl1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jdb I
TNSS
TNSS Type
�Q7Y
T14515151
E
COMMON
1
[VON74978
ob Reference (optional)
o.13U s May l2 2Uld M' IeK mousVles, Inc. Mon Jul 9 12:36:132U7a Paget
I D:fxeKT1 sjRxeJn_2 Wn HcmclzflNc,2JbOELhvaeQnOlfw29s?77AFBLBzQUyXUROTceyzpCO
-1 4-0 3-104 7-8 8 9-0 8
1 4-0 3-10-4 3-10-4 1� 0
Scale = 1:19.5
4x4 =
3x4 = 3x6 II
0-5-12
3-10 4
7-1-12 7 8 8
0-5-12
34-8
3-3-8 0-6-12
Plate Offsets (X.Y)— 14:0-1-14.0-0-21 f4:0-1-4.0-11-141
LOADING (psfl
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.19
Vert(LL) 0.01
6-11 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.15
Vert(CT) -0.00
6-11 >999 240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.04
Horz(CT) -0.00
4 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 32 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=356/0-8-0, 4=365/0-8-0
Max Horz 2=78(LC 11)
Max Uplift 2=457(LC 12); 4=-468(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-17=-248/638, 3-17=-210/646, 3-4=-237/643
BOT CHORD 2-6=-423/190, 4-6=-423/190
WEBS 3-6=-299/116
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=45ft; L=24ft; eave=4ft; Cat
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 3-10-4, Exterior(2) 3-10-4 to
7-1-12 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions
,p,S q
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.
`%
.•� GE N S •. 7i1 _ �j,
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
♦♦♦���
♦ .'� V F•'. lam/
will fit between the bottom chord and any other members.
No 39380
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 457 lb uplift at joint 2 and 468 lb uplift at
joint 4.
c_
'•�,'�� P
., p R O �N
Thomas A. Albans PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
my�^
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfiPlt Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
18b
Truss
Truss Type
Qty
Ply
74978
G
HIP
1
1ob
[V011T14515152
Reference o tional
Chambers Truss, Inc., Fort Pierce, FL 8.130 s May 12 2018 MiTek Industries, Inc. Mon Jul 9 12:39:52 2018 Page 1
ID:fxeKT1 sjRxeJn_2 Wn HcmclzflNo-8SKBCDLH?xOi9yu00AHMVlkcFdrvEO?mrOZYoSyzp8b
r-14-0 , 5-8-12 9-0-0 15-10-0 2248-0 25-11-4 , 31-8-0 33-0-0
1-4-0 ' S 8-12 3-3 4 6-10-0 6-10-0 3-3Z 5-8-12 14�-0
5_Do 112
3x5 =
4x8 =
2x3 11
48 =
23 0 24 6
lZ 11 lu
3x4 =
5x8 =
3x4 =
Scale=1:55.9
3x6 =
4x8 II
_0 i 15-10-0 2 8-0 3 -0-0
3
9-0-0 6-10-0 6-10-0 84-0
8
Plate Offsets (X,Y)— f2:0-0-6.Edge1, f4:0-5-4.0-2-01 f6:0-5-4.0-2-01. f8:0-0-4 Edoel, f8:0-0-2 Edoel, N 1:0-4-0.0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.49
Vert(LL) -0.16 10-11 >999 360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.49
Vert(CT) -0.32 12-15 >999 240
BCLL 0.0 '
Rep Stress Incr YES
WB 0.63
Horz(CT) 0.08 8 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Wlnd(LL) 0.23 10-11 >999 240
Weight: 151 lb
FT = 20%
LUMBER- BRACING-
TOP.CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-7-8 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=1220/0-8-0, 8=1274/0-8-0
Max Horz 2=-170(LC 10)
Max Uplift 2=-829(LC 12), 8=-866(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-2413/1965, 21-22=-2382/1969, 3-22=-2343/1977, 3-4=-2156/1760, 4-23=-2399/2034,
5-23=-2399/2034, 5-24=-2399/2034, 6-24=-2399/2034, 6-7=-2015/1665, 7-25=-2088/1787,
25-26=-2156/1776, 8-26=-2164/1776
.BOT CHORD 2-12=-1684/2198, 11-12=-1349/1965, 10-11=-1294/1853, 8-10=-1494/1928
WEBS 3-12=-339/410, 4-12=-186/412, 4-11=-468/607, 5-11=-422/495, 6-11=-572/711,
6-10=-63/301
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat.
`11111111111.,
� A./�
'9�e �I��
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1 4-11 to 1-9 5, Interior(1) 1-9-5 to 9-0-0, Exterior(2) 9-0-0 to
`�� OMP
G E N S • • '9� i�
27-1-12, Interior(1) 27-1-12 to 33-0-11 zone; cantilever right exposed ;C-C for members and forces & MWFRS for reactions shown;
,���.2.•�
.' �. F•'•, /
Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
No 39380
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.
>J
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 829 lb uplift at joint 2 and 866 lb uplift at
joint 8.
..p R % ,
O N
,f, AI-1 "%%
Thomas A. Albani PE No.39380
MITek.USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 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[.
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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
JQb
Truss
Truss Type
Qty
Ply
EVON
T14515153
74978
G1
Hip
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:07 2018 Page 1
I D:fxeKT1 sjRxeJn_2 WnHcmclzflNo-76oVk7d3_x1 LhQn9kXj WFbafxaEvXDrdkjQgFmyzgKI
-1-0-0 , 6-6-8 11-0-0 15-10-0 20-8-0 25-1-8 31-0-0
1-4-0 6-6 8 4-5 8 4-10-0 4_
1-4 4-5-9 5- N
4
0 0
44 =
25
3x4 = 4x5 =
265 27 6
Scale=1:54.4
14 13 11 10
3x4 =
2x3 II 3x8 = 4x6 3x8 = 2x3 II 3x6 II
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in ([cc)
I/de0
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
-0.19 11-13
>999
360
TCDL
7.0
Lumber DOL
1.25
BC 0.52
Vert(CT)
-0.42 11-13
>893
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.29
Horz(CT)
0.08 9
n/a
n/a
BCDL
10.0
Code FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.17 11-13
>999
240
LUMBER -
TOP CHORD
2x4 SP M 30
BOT CHORD
2x4 SP M 30
WEBS
2x4 SP No.3
SLIDER
Right 2x4 SP No.3 2-6-0
REACTIONS. (lb/size) 9=1158/0-8-0, 2=1211/0-8-0
Max Horz 2=193(LC 11)
Max Uplift 9=-720(LC 12), 2=-827(LC 12)
PLATES GRIP
MT20 244/190
Weight: 155 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-5-11 cc purlins.
BOT CHORD Rigid ceiling directly applied or 5-6-12 cc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=2404/1914, 3-4=-1947/1625, 4-5=-1761/1574, 5-6=-1699/1510, 6-7=-1858/1544,
7-9=-2047/1662
BOT CHORD 2-14=-1702/2169, 13-14=-1702/2169, 11-13=-1401/1875, 10-11=-1416/1833,
9-10=-1416/1833
WEBS 3-13=-545/515, 4-13=-342/518, 5-13=-275/256, 5-11=-347/315, 6-11=-305/447,
7-11=-242/272
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-8-8, Interior(1) 1-8-8 to 11-0-0, Exterior(2) 11-0-0
to 25-1-8, Interior(1) 25-1-8 to 31-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb)
9=720, 2=827.
�%%�,`1PS'111A11 A4����i
No 39380
cc
1
O N AI
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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 ANSITfPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
EVON
T14515154
74978
G2
Hip
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:08 2018 Page 1
1 D:fxeKT1 sjRxeJn_2 WnHcmclzflNc-bJMtxTeilE9CIaMLHEEloo6op_YaGWQmzN9En DyzgKH
7-7-13 13-0-0 18-8-0 23-3-14 28-3-4
14-0 7-7-13 5-4-3 5-8-0 4-7-14 4-11-6
4x4 =
4 18 19 20
5x8 MT18HS =
Scale=1:49.8
IF
12 11 ' 9 8
3x4 = 2x3 II 4x6 3x4 = 6x8 =
3x4 =
7-7-13 5-4-3
5-8-0
9-7-4
Plate Offsets KY)—
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (too) I/deft L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.48
Vert(LL)
-0.44 11-12 >764 360
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.68
Vert(CT)
-0.61 11-12 >551 240
MT18HS
244/190
BCLL 0.0 '
Rep Stress Incr YES
WB 0.91
Horz(Cf)
0.06 8 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Wind(LL)
0.41 11-12 >819 240
Weight: 137 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD Structural wood sheathing directly applied or 4-8-9 cc purlins,
BOT CHORD 2x4 SP M 30
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD Rigid ceiling directly applied or 5-5-1 cc bracing.
REACTIONS. (lb/size) 2=1118/0-8-0, 8=1039/0-7-4
Max Horz 2=199(LC 11)
Max Uplift 2=-767(LC 12), 8=-648(LC 12)
Max Grav 2=1126(LC 17), 8=1039(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2164/1663, 3-4=-1472/1238, 4-5=-1311/1216, 5-6=-1444/1247
BOTCHORD 2-12=1531/2061, 11-12=-1531/2061, 9-11=-936/1355, 8-9=-963/1177
WEBS 3-12=-60/322, 3-11=-831/695, 4-11 =-1 82/382, 5-9=-79/294, 6-9=-64/306,
6-8=-1371/1183
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat.
(directional)Exterior(2) s 0
to
1A. 1q1
to 2210-;15, Interior(l) 22---10-1-15 28 1-8 C for embers and force-C
& MWFRS for reactions shown; Lumber DOL=1 600
.��Pg
plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
,`� O........
,� �� �.•'� N • • �2 ��
L F•••.
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.
No 39380
6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = IO.Opsf.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb)
2=767, 8=648.
-fl : cc X
�%
Thomas A. Albanl PE No.39380
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 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
NE
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 ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jcub •
Truss
Truss Type
Qty
Ply
EVON
T14515155
74978
G3
Hip
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:09 2018 Page 1
ID:fxeKTI sjRxeJn_2 Wn HcmcizflNc-3VwF9pfKWYH3wjxXryl_LOfzGOxe?_AwB1 vnJfyzgKG
-1-0-0 t 8-9-2 15-0-0 16-8-0 22-10-13 28-3-4
14-0 8-9-2 6-2-14 1-8-0 6-2-13 5-4-7
Scale=1:50.6
vj
0
4x4 = 4x6 =
5.00 12
11 1z -I -I I 9
3x5 =
2x3 II 3x6 = 3x4 = 3x4 = 3x6
3x4 =
I 8-9-2 15-M i 16-8-0 22-10-13 28-�
8-9-2 R_2_1A 1Ji.r1 R_9_1R S�_7
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.50
Vert(LL)
-0.13 14-17
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.50
Vert(CT)
-0.30 14-17
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.88
Horz(CT)
0.05 9
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Wind(LL)
0.22 14-17
>999
240
Weight: 148 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 BOT CHORD
REACTIONS. (lb/size) 2=1118/0-8-0, 9=1039/0-7-4
Max Horz 2=231(LC 11)
Max Uplift 2=-767(LC 12), 9=-648(LC 12)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-2053/1516, 4-5=-1323/1111, 5-6=-1152/1108, 6-7=-1313/1126, 7-8=-1406/1084,
8-9=-987/830
BOT CHORD 2-14=-1380/1828, 12-14=-1380/1828, 11-12=-776/1152, 10-11=-925/1257
WEBS 4-14=-9/349, 4-12=-864/702, 5-12=-275/351, 6-11=-196/276, 7-10=-239/312,
8-10=-926/1248
Structural wood sheathing directly applied or 4-6-7 cc purlins,
except end verticals.
Rigid ceiling directly applied or 5-10-2 cc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-11 to 1-7-5, Interior(1) 1-7-5 to 15-0-0, Exterior(2) 15-0-0
to 16-8-0, Intedor(1) 20-10-15 to 28-1-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate
grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
2=767, 9=648.
�N Ce
E �i
S • • ��i'ii
No 39380
�-10 • c�
r , � V r (
00
Thomas A. Alban PE No.39380
MiTek USA, Inc. FL Gert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 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 ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jab +
Truss
Truss Type
Qly
Ply
EVON
T14515156
74978
G4
Common
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:09 2018 Page 1
I D:fxeKT1 sjRxeJn_2WnHcmclzflNo-3VwF9pfKWYH3wjxXryl_LOfyDOwX?_HwB 1 vnJfyzgKG
8-2-14 9-1-3 , 15-10-0 21-10-14 28-3A
1-4-0 8-2-14 15 5 6-1-13 6-0-14 6-0-6
4x4 =
5.00 12
Scale = 1:48.6
4
9
1z 1u 9 8
3x5 = 2x3 II 3x6 = 3x8 = 3x4 = 3x6
8-2-14 9-8-3 15-10-0 , 18-10-7 211014 28 3-4
R-7-14 1-5-5 R_1_7� �11_7 �11_7 C-4-C
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.57
Vert(LL)
-0.19 12-15
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.57
Vert(CT)
-0.44 12-15
>772
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.87
Horz(CT)
0.05 8
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.32 12-15
>999
240
Weight: 144 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3 *Except* BOT CHORD
7-8: 2x6 SP No.2
REACTIONS. (lb/size) 2=1114/0-8-0, 8=1036/0-7-4
Max Horz 2=243(LC 11)
Max Uplift 2=-765(LC 12), 8=-646(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-1979/1373, 4-5=-1263/1022, 5-6=-1251/1033, 6-7=-1437/1062, 7-8=977/809
BOT CHORD 2-12=-1222/1751, 10-12=-1222/1751, 9-10=-874/1274
WEBS 4-12=-4/363, 5-10=464/652, 6-10=-314/262, 4-10=-856/671, 7-9=-821/1219
Structural wood sheathing directly applied or 4-2-2 oc purlins,
except end verticals.
Rigid ceiling directly applied or 5-11-8 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 15-10-0, Exterior(2)
15-10-0 to 18-10-0 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 noncwncurrent 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)
2=765, 8=646.
�•�`��'�G�ENSF.'92i�i.
i
No 39380
-10 : • CC
��, ���.
i�-.; '9/0 N Al-� C� %
111111111,
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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
�R
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 p� A
iTek"
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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job r
Truss
Truss Type
Qty,
Ply
EVON
' T14515157
74978
G5
Common
4
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:10 2018 Page 1
I D:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-XhUeM9fyHsPwYtWkPfGDtDC6xoFpkQ33QheKs5yzgKF
9-84 15-10-0 21-11-12 31-8-0 33-0-0 ,
9-8-4 6-1-12 6-1-12 9-84 1-4-0
4x4 =
5.00 12
Scale=1:54.0
Iq
0
11 10 9
45 — 2x3 II 5x8 = 2x3 II 4x5 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
. I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.63
Vert(LL)
-0.22 11-14
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.64
Vert(CT)
-0.48 11-14
>789
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.90
Horz(CT)
0.08 7
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Wind(LL)
0.37 11-14
>999
240
Weight: 142 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=1170/0-8-0, 7=1248/0-8-0
Max Horz 1=-278(LC 10)
Max Uplift 1=-727(LC 12), 7=-850(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-3=-2315/1659, 3-4=-1602/1285, 4-5=-1601/1267, 5-7=-2325/1622
BOT CHORD 1-11=-1332/2079, 10-11=-1332/2079, 9-10=-1328/2071, 7-9=-1328/2071
WEBS 4-10=-683/948, 5-10=-877/684, 5-9=-8/370, 3-10=-886/692, 3-11=-26/371
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-5-1 cc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for.this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-2-0, Interior(1) 3-2-0 to 15-10-0, Exterior(2) 15-10-0
to 19-0-0 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 (jt=lb)
1=727, 7=850.
M • Ge �•
._ 1.0 .•DENS •��ji�'.
No 39380
F
Thomas A. Aibani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-7473 rev. 10/07/2015 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
p�^
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 ANSltTPl1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jab
Truss
Truss Type
City
Ply
EVON
T14515158
74978
GRA
Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:12 2018 Page 1
ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-T4cOnghCpTfenBg6W4JhyeHRubwXCTUMt?7RwyzgKD
, -1-4-0 3-9-14 7-0-0 11-8-0 16-4-0 19-6-2 23-4-0 24-8-0
14-0 3-9-14 3-2-2 48-0 4-8-0 3-2-2 3-9-14 1.4-0
Special NAILED NAILED
7x8 = 2x3 11
NAILED NAILED
r 3 17 18 19 4 20 21 22
Special
7x8 =
3x8 = 2x3 II NAILED 5x8 = NAILED 2x3 II 3x8 =
Special NAILED NAILED
Special
Scale = 1:42.7
m
Io
i 3-9-14 7-0-0 1 11-8-0
16-4-0
1 -6-9 -4-0
3-9-14 3-2-2 4-8-0
4-8-0
3-9-14
Plate Offset_s_(X.Y)— 12:0-8-0.0-0-1 % 13:0-5-12.0-2-81. 15:0-5-12 0-2-81 f6:0-8-0.0-0-101 19:0-4-0.0-3-01
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 0.67
Vert(LL) 0.30
9 >941 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.68
Vert(CT) -0.33
8-9 >837 240
BCLL 0.0
Rep Stress Incr NO
WB 0.33
Horc(CT) 0.10
6 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 103 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 3-1-4 oc puriins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 4-8-10 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=1806/0-8-0, 6=1806/0-8-0
Max Horz 2=125(LC 24)
Max Uplift 2=-1327(LC 8). 6=-1327(LC 8)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3885/2716, 34=4197/3065, 4-5=-4197/3065, 5-6=-3885/2716
BOT CHORD 2-10=-2343/3524, 9-10=-2353/3551, 8-9=-2353/3551, 6-8=-2343/3524
WEBS 3-10=-218/630, 3-9=-615/864, 4-9=-599/612, 5-9=-615/863, 5-8=-218/630
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 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
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.
'
,J%J 1 11 t 111 /1,�
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
��% S A. �
�P A4 *,e
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 (It=lb)
`��
• •� G E IV S • •.'92�i01
2=1327, 6=1327.
,�� `�`�
•• F ••.
7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.
No 39380 ••
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 lb down and 361 lb up at
7-0-0, and 225 lb down and 361 lb up at 16-4-0 on top chord, and 364 lb down and 249 lb up at 7-0-0, and 364 lb down and 249 lb
up at 16-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
" "t7 Lr Z
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
1.00 O =!/
�i '� • P;•'• ��
�i�' �•0 10•'
Uniform Loads (plf)
R
SS;O
5=-54, 5-7=-54, 11-14=-20
N A; ����
Concentrated Loads (,
111111 ���
Vert: 3=-159(F) 5=-159(F) 10=-358(F) 8=-358(F) 17=-110(F) 19=110(F) 20=-110(F) 22=-110(F) 23=-66(F) 24=66(F)
25=-66(F) 26=-66(F)
Thomas A. Alberti PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 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
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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314,
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
EVON
T14515159
74978
GRB
Common Girder
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:14 2018
I D:fxeKT1 sjRxeJn_2 Wn HcmclzflNo-OTk8CWiSL4vL1 VpVeVL923MIaPa3glufLJcY?
-1-4-0 4-3-14 7-0-12 7 11-15 11 8 0 15-4-1 19-0-2 23-4-0
140
4-3-14 2-8-14 0-11-3 3 S-1 3-8-1 3-8-1 4-3-14
4x6 11
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIFNTATION IS FSSFNTIAI
Scale=1:40.0
5x14 % - - - 5x12 MT18HS
3x10 11 HUS26 8x14 MT18HS = 6x8 = HUS26 3x10 11 HUS26
HUS26 HUS26 HUS26 HUS26
HUS26
Iv
0
-0-23-4-0
5-0-11 2-0-1 2-4-13
15-10 Al4 8-13
4-3-14
Plate Offsets (X.Y)— [2:0-2-15.Edge1 r7:0-2-15.Edge], r9:0-3-8.0-4-01, fl0:0-7-0 0-4-81
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft Lid
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.78
Vert(LL)
0.42 10-11 >673 240
MT20
244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.74
Vert(CT) -0.49 10-11 >575 240
MT18HS
244/190
BCLL 0.0 '
Rep Stress Incr NO
WB 0.66
Horz(CT)
0.13 7 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Weight: 262 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 3-1-2 cc purlins.
BOT CHORD 2x6 SP 240OF 2.0E
BOT CHORD
Rigid ceiling directly applied or 6-11-3 cc bracing.
WEBS 2x4 SP No.3 *Except*
4-10: 2x4 SP M 30
REACTIONS. (lb/size) 7=6861/0-8-0, 2=5604/0-8-0
Max Horz 2=193(LC 24)
Max Uplift 7=4447(LC 8), 2=-3807(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-13952/9309, 3-4=-10161/6753, 4-5=-10139/6759, 5-6=-13157/8628,
6-7=16304/10594
BOT CHORD 2-11=-8482/12833, 10-11=-8482/12833, 9-10=-7809/12125, 8-9=-9721/15042,
7-8=-9721/15042
WEBS 5-9=-2149/3451, 6-8=-1470/2397, 4-10=-4971/7526, 3-10=-4133/2944, 3-11=-2267/3376,
5-10=-3739/2440, 6-9=-3236/2117
NOTES-
1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows:
�/i
Top chords connected as follows: 2x4 - 1 row at 0-7-0 cc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc.
,% P q� S A.
�& �Ii
Webs connected as follows: 2x4 - 1 row at 0-9-0 cc, Except member 3-11 2x4 - 1 row at 0-4-0 cc.
���
• G E N , ' • '9,L ���
2) All loads to if front back face in the LOAD CASE(S) Ply to
`����`�
•• F•�•.
are considered equally applied all plies, except noted as (F) or (B) section.
��
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
No 39380
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 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
5) All plates are MT20 plates unless otherwise indicated.
-9 c
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
'
<L/
�'
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
1 O 0
�i�
will fit between the bottom chord and any other members.
,•� �����
O R
•••'•....••'•
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
�� s
��
5�
9) U e USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 cc max. starting at 7-0-12 from the
�0 N A�
left end to 21-0-12 to connect truss(es) to back face of bottom chord.
10) Fill all nail holes where hanger is in contact with lumber.
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
LOAD CASE(S) Standard
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 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
r
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Job s
Truss
Truss Type
City
Ply
EVON
T14515159
74978
GRB
Common Girder
1
Job Reference optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:14 2018 Page 2
ID:fxeKT1 sjRxeJn_2 WnHcmclzflNc-QTk8CWiSL4vL1 VpVeVL923MIaPa3glufLJcY?syzgKB
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=54, 4-7=-54, 2-7=-20
Concentrated Loads (lb)
Vert: 9=1 150(B) 8=-1152(B) 11= 2620(B)16=-1145(B)17=-1145(B)18=-1150(B)19=-1152(B) 20=-1152(B)
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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
iviiTek"
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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jub >
Truss
Truss Type
Qty
Ply
EVON
T14515160
74978
GRD
Half Hip Girder
1
1
Job Reference (optional)
L,namuers truss, mc., ron: Tierce, rL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:15 2018 Page 1
I D:fxeKT1 sjRxeJn-2WnHcmclzflNo-ufH WPsj56O1 CeeOhCCsOaHvt4pvvPggoazM5XJyzgKA
1-0-0, 3-9-14 7-0-0 12 0 4 1- 2-12 21-94 26-7-12 31-8-0
1-4-0 ' 3-9-14 3-2-2 5-0-0 4-10 8 4-10-8 4-10 8 5-0A
Scale=1:55.7
5x12 MT18HS = NAILED 3x4 = NAILED NAILED NAILED NAILED NAILED
Special NAILED NAILED 3x4 = NAILED NAILED 5x8 MT18HS = 3x5 = NAILED 4x8 = NAILED 3x4 II
5.00 12 3 20 21 4 2223 24 525 6 26 7 27 28 8 29 3031 329
16 33 34 15 35 3614 13 37 38 12 39 40 11 41 42 4310
4x8 = 2x3 If NAILED 4x5 = 5x12 MT18HS = NAILED 3x4 = NAILED 4x5 = NAILED 6x8 =
Special NAILED NAILED NAILED 3x4 = NAILED NAILED NAILED NAILED
NAILED
i 3-9-14 7-0-0 12-0-4 16-10-19
21-�
�6-7-1 1-8-0
3-9-14 3-2-2 5-0-0 4-10-8
4-10-8
4-10-8 5-0-4
Plate Offsets (X.Y)— 12:0-0-0.0-0-41. 13:0-9-0.0-2-41, f6:0-4-0 Edoel f8:0-3-8.0-2-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.99
Vert(LL)
0.74 13-15 >511
240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.77
Vert(CT) -0.82 13-15 >460
240
MT18HS 244/190
BCLL 0.0
Rep Stress Incr NO
WB 1.00
Horz(CT)
0.21 10 n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 161 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP M 31 BOT CHORD
Rigid ceiling directly applied or 3-5-13 cc bracing.
WEBS 2x4 SP No.3 WEBS
1 Row at midpt
7-11, 8-10
REACTIONS. (lb/size) 10=2638/Mechanical, 2=2409/0-8-0
Max Horz 2=231(LC 21)
Max Uplift 10=-1883(LC 8), 2=-1747(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5428/3790, 3-4=-6654/4775, 4-5=-6947/4969, 5-7=-5949/4250, 7-8=-3691/2634,
9-1 0=-281/287
BOT CHORD 2-16=-3564/4946, 15-16=-3574/4973, 13-15=-4775/6654, 12-13=-4969/6947,
11-12=-4250/5949, 10-11=-2634/3691
WEBS 3-16=-211/635, 3-15=-1395/1951, 4-15=-740/699, 4-13=-271/343, 5-13=0/271,
5-12=-1167/842, 7-12=-451/858, 7-11=-2643/1891, 8-11=-981/1638, 8-10=-4254/3035
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) Provide drainage to
`�I111 1111111
adequate prevent water ponding.
3) All are MT20 unless otherwise indicated.
���, S A.
plates plates
4) This truss has been designed for a.10.0 psf bottom chord live load nonconcurrent with any other live loads.
`%�
•' �, E N S' • • '9� �i�
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all 3-6-0 tall by 2-0-0
,�����
•• F•••.
areas where a rectangle wide
will fit between the bottom chord and any other members.
No 39380
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) except at --lb)
10=1883, 2=1747.
—_
8) "NAILED" indicates 3-10d (0.148"x3") or 3 12d (0. 1 48"x3.25") toe nails per NDS guidlines.
-9 CC Z
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 lb down and 365 lb up at
7-0-0 top
on chord, and 364 lb down and 249 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
0 O
�� T • • P .'• ��
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
%��j •• : R �• �� ��%
�i�S�10
LOAD CASE(S) Standard
N A�
1) Dead + Roof Live (balanced): Lumber Increase_ 1.25, Plate Increase_ 1.25 ,
Uniform Loads (plf)
Thomas A. Albani PE No.39380
Vert: 1-3=-54, 3-9=-54, 10-17=-20
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 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 r
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe 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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
EVON
T14515160
74978
GIRD
Half Hip Girder
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:15 2018 Page 2
ID:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-ufH WPsj56O1 CeeOhCCsOaHvt4pvvPggoazM5XJyzgKA
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 3=-159(F) 6=-11 O(F) 16=-358(F) 13=-66(F) 5=-11O(F) 20=-11Off) 21=-11 O(F) 22=11 O(F) 24=-11 O(F) 26=-11 O(F) 27=11 O(F) 28=-11 O(F) 29=11 O(F)
31=-110(F) 32=-124(F) 33=-66(F) 34=-66(F) 35=-66(F) 36=-66(F) 37=66(F) 38=66(F) 39=-66(F) 40=-66(F) 41=-66(F) 42=-66(F) 43=-71(F)
®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 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 Doi
building design. Bracing indicated into prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk'
always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jpb
Truss
Truss Type
Qty
Ply
EVON
T14515161
74978
GRE
HIP GIRDER
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:17 2018 Page 1
ID:fxeKTi sjRxeJn_2WnHcmclzflNc-ql PHgYILe7lwuyY4Jdvsfi_RcdAtpF51 HrCbByzgK8
-1-4-0 1-11-1 3-5-12 4-2-12 S-9-11 7-OM 9-0-8
14-0 1-11-1 1-0-11 0-8-15 16-15 1-10-13 14-0
NAILED
3.46 12 NAILED NAILED 3.48112
4x4 = 4x4 =NAILED
NAILED
4x4 19
20 5 21
NAILED
2x3 11 2x3 11 2x3 11
3x4 = NAILED
NAILED 2x3 II
NAILED
NAILED
NAILED.
i 1-11-1 1 3-5-12 4-2-12 1 5-9-11 7 M
1-11-1 1-6-11 0 8-15 1.8-15 1-10.13
3x4 =
Scale=1:23.7
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.09
Vert(LL)
0.02 11-12 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.14
Vert(CT) -0.02 11-12 >999 180
BCLL 0.0
Rep Stress Incr NO
WB 0.04
Horz(CT)
0.01 7 file n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
Weight: 33 Ib 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 9-11-7 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=389/0-3-8, 7=388/0-3-8
Max Horz 2=-59(LC 6)
Max Uplift 2=-474(LC 8), 7=-474(LC 8)
Max Grav 2=457(LC 29), 7=454(LC 30)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-855/577, 3-4=-825/560, 4-5=-795/535, 5-6=-826/560, 6-7=-855/577
BOT CHORD 2-12=-544/854, 11-12=545/872, 10-11=-550/886, 9-10=-546/872, 7-9=-540/854
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
2=474, 7=474.
7) "NAILED" indicates 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
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 Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16=-20
Concentrated Loads (lb)
Vert: 4=-6(F) 5=-6(F) 12=1(F) 11=-23(F) 10=-12(F) 9=1(F) 20=-6(F) 22=-3(F) 23=-3(F)
%��PS 1 Al
•E N �e 2
S
No 39380
10
'' • 41
%
0 N Ak-��?�` �
1111111
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
AWARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 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 ANSIRPl1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
EVON
T14515162
74978
GRG
HIP GIRDER
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:19 2018 Page 1
I D:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-mQX1 FEmb9dYe7GiSR2xK174a5QEBLW000bKJg4yzgK6
401 3-9-14 7-0-0 11-5 14 15-10-0 20-2-2 24-8-0 27-10-2 31-8-0 33-0-0
1 4-0 3-9-14 3-2-2 45-14 4 4-2 4 4-2 45-14 3-2-2 3-9-14 1 4-0
c?
r�
0 0
NAILED
5x12 MT18HS = NAILED NAILED 2x3 II NAILED
Special NAILED 3x4 = NAILED 5x8MT18HS =
5.00 12 4 28 529 30 31 32 6 733 3435
NAILED 5x8 MT18HS =
3x4 = NAILED Special
8 36 37 9
Scale=1:56.3
19 iti 38 11 39 40 41 16 42 43 15 44 45 14 13
4x8 = 2x3 I I 24 11 NAILED 45 = NAILED . 5x12 MT18HS = NAILED 4x6 = NAILED 2x3 I I 2x3 II 4x10 =
Special NAILED NAILED NAILED NAILED Special 6x8 II
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
3
..
3-9-14 3-2-2 4-5-14 4-4-2 4 4-2
4-5-14 3-2-2 3-1-14 -8
Plate Offsets (X.Y)-- r2:0-0-0,0-0-41. r4:0-9-0,0-2-41. r7:0-4-O.Edgel. f9:0-6-0 0-2-81 r11:0-0-4.Edge1, f11:0-0-0 0-0-41 r16:0-6-0.0-3-01
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.86
Vert(LL)
0.74 16-17 >513 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 1.00'
Vert(CT) -0.82 16-17 >461 240
MT18HS 244/190
BCLL 0.0
Rep Stress Incr NO
WB 0.89
Horz(CT)
0.19 11 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight: 154 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD
Structural wood sheathing directly applied or 2-2-9 cc purlins.
BOT CHORD 2x4 SP M 31 BOT CHORD
Rigid ceiling directly applied or 3-84 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Right: 2x4 SP No.3
REACTIONS. (lb/size) 2=2395/0-8-0, 11=2455/0-8-0
Max Horz 2=-138(LC 23)
Max Uplift 2=-1742(LC 8), 11=-1782(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5377/3745, 3-4=-5336/3805, 4-5=-6462/4658, 5-6=-6887/4954, 6-8=-6887/4954,
8-9=-6291/4529, 9-10=-4804/3403, 10-11=-4834/3354
BOT CHORD 2-19=-3329/4917, 18-19=-3329/4917, 17-18=-3343/4946, 16-17=-4427/6462,
15-16=-4298/6291, 14-15=-2932/4392, 13-14=-2930/4380, 11-13=-2930/4380
WEBS 4-18=-278/609, 4-17=-1308/1915, 5-17=-815/723, 5-16=-358/533, 6-16=-471/489,
8-16=-514/735, 8-15=-967/842, 9-15=-1637/2337, 9-14=-32/383
NOTES-
1) Unbalanced live loads
11111111►/�
roof have been considered.for this design.
/�
q�e I�
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever right exposed Lumber DOL=1.60 DOL=1.60
% 0 4
GE N S ' ••. , '9,L :1
; plate grip
3) Provide adequate drainage to
,���� .•'
•• F•,
prevent water ponding.
�
4) All plates are MT20 plates unless otherwise indicated.
No 3938 0
5) The Fabrication Tolerance at joint 9= 12%
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
=
7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
r -O cc8)
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
'3 WF2=1742,11=1782.
"NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines.•10)
i Q•9)
Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 Ib down and 365 ib up at
O� • 0R
SI/ • •
7-0-0, and 225 lb down and 364 lb up at 24-8-0 on top chord, and 364 lb down and 249 lb up at 7-0-0, and 308 lb down and 185 lb
4* S�\ ���
up at 24-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
�I��,0 N A' 11��`,
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
Thomas A. Albani PE No.39380
LOAD CASE(S) Standard
MiTek USA, Inc. FL Celt 6634
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
in ip on narip'?
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 10/03/2015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is far 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 A iTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p
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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jpb
Truss
Truss Type
Qty
Ply
EVON
T14515162
74978
GRG
HIP GIRDER
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:19 2018 Page 2
I D:fxeKT1 sjRxeJn_2WnHCmclzflNo-mQX1 FEmb9dYe7GiSR2xK174a5QEBLW000bKJg4yzgK6
LOAD CASE(S) Standard
Uniform Loads (plf)
Vert: 1-4=-54, 4-9=-54, 9-12=-54, 20-23=-20
Concentrated Loads (lb)
Vert:4=-159(B) 9=-159(B) 18=-358(B) 14=-279(B) 28=-110(13) 29=-110(B) 30=-110(B) 32=-110(B) 33=-110(B) 35=-110(B) 36=-110(B) 37=-110(B) 38=-66(B)
39=-66(B) 40=-66(B) 41=-66(B) 42=-66(B) 43=-66(B) 44=-66(B) 45=-66(B)
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111711.7473 rev. 1010312015 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, notJ�^
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 ANSIfTP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
EVON,
T14516163
74978
GRP
HIP GIRDER
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:20 2018 Page 1
ID:fxeKTlsjRxeJn_2WnHcmclzflNc-Ec5PSanDwwgVIQHf ISZHKcukgky49BXjF3sCWyzgK5
1-0-0 5-0-0 7-0-0 12-00 13 -0 0
1-41 5-0-0 2-0-0 5-0-0 1r V
Special
4x4 =
Special
44 =
3x4 = 2x3 II 2x3 II
Special
Special
3x4 =
Scale=1:24.3
N
L
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
([cc) I/deft Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.29
Vert(LL) 0.09
7-14 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.26
Vert(CT) -0.07
7-14 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.09
Horz(CT) -0.02
5 n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MS
Weight: 47 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 6-7-1 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=750/0-8-0, W50/0-8-0
Max Horz 2=-96(LC 6)
Max Uplift 2=-899(LC 8), 5=-899(LC 8)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1301/1437, 3-4=-1171/1391, 4-5=-1301/1437
BOT CHORD 2-8=-1195/1159, 7-8=-1210/1171, 5-7=-1195/1159
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=1b)
2=899, 5=899.
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 278 Ib down and 345 lb up at
5-0-0, and 278 lb down and 345 lb up at 7-0-0 on top chord, and 154 lb down and 97 lb up at 5-0-0, and 154 lb down and 97 lb up
at 6-11-4 on bottom chord. The design/selection.of such connection device(s) is the responsibility of others.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-3=-54, 3-4=-54, 4-6=-54, 9-12=-20
Concentrated Loads (lb)
Vert: 3=-137(B) 4=-137(B) 8=-94(B) 7=-94(B)
XN . GE IV S i
No 39380
r
cc
C?
'Fill N
11111
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 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 ANSlrrPl1 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Job .
Truss
Truss Type
City
Ply
EVON
T14515164
74978
J1
Jack -Open
13
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
, 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:20 2018 Page 1
ID:fxeKTlsjRxeJn_2WnHcmclzflNo-Ec5PSanDwwgVIQHf ISZHKcoxgog4AeXjF3sCWyzqK5
-I-4-U — 'I-U-U
1-4-0 1-0-0
4x4 =
(3)- 0.131x3.5"
TOENAILS
Scale = 1:6.7
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.66
Vert(LL) 0.00
1 n/r 120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.02
Vert(CT) -0.00
1 n/r 120
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-P
Weight 5lb FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=-25/1-0-0, 2=164/1-0-0, 4=10/1-0-0
Max Horz 2=78(LC 12)
Max Uplift 3=-25(LC 1), 2=-229(LC 12)
Max Grav 3=63(LC 12), 2=164(LC 1),.4=20(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;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. 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.
3) Gable requires continuous bottom chord bearing.
4) Gable studs spaced at 2-0-0 oc.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) his between the bottomtruss has been s herd r a live load o n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will
members.
7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at 3
,,,,��► S �1'
%
plate joint(s) except (jt=lb)
�O\�•P
%
No 39380
• �v
,13C)
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 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 Mirek" 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 ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jab •
Truss
Truss Type
Qty
Ply
EVON
T14516165
74978
J2
Jack -Open
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:21 2018 Page 1
I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-ipfogvorhEoMMZsrYTzogY9zDD6CpcuhyvpQkzyzgK4
-1 AA 2-7-15
1-4-4 2-7-15
3x4 =
2-7-15
Scale=1:10.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(]cc) I/de0 Ud
PLATES GRIP
TOLL 20.0
Plate Grip DOL 1.25
TC 0.69
Vert(LL) -0.00
7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.14
Vert(CT) -0.00
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
WmcI(LL) -0.00
7 >999 240
Weight: 11 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-7-15 cc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (lb/size) 3=50/Mechanical, 2=193/0-3-8, 4=25/Mechanical
Max Horz 2=118(LC 12)
Max Uplift 3=44(LC 12), 2=-202(LC 12), 4=-1(LC 9)
Max Grav 3=54(LC 17), 2=193(LC 1), 4=43(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb)
2 2
M <e '�
.02.
% •
��•'��O �.� G E N `SF.� 9�i ���
No 39380
c
lo
i�Fs •., •R.•, G,�.
%
S�ONA�
111 WO�`
Thomas A. Alban! PE No.39380
Milk USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 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 overallvial'
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 ANSITfP11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Job
Truss
Truss Type
Qty,
Ply
EVON
T14515166
74978
J3
Jack -Open
13
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:22 2018 Page 1
ID:fxeKT1 sjRxeJn_2 WnHcmclzflNc-B?CAtFpUSYwD, jR 7 6AU 1 MlhCedSyY38gBZYzHPyzgK3
-1.4-0 3-0-0
1-4-0 3-M
3x4 =
3-M
ann
Scale=1:10.9
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.39
Vert(LL)
-0.00
4-7
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.17
Vert(CT)
-0.01
4-7
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Wind(LL)
-0.01
4-7
>999
240
Weight: 12 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (lb/size) 3=60/Mechanical, 2=201/0-8-0, 4=31/Mechanical
Max Horz 2=128(LC 12)
Max Uplift 3=-56(LC 12), 2=-201(LC 12), 4=-2(LC 9)
Max Grav 3=65(LC 17), 2=201(LC 1), 4=49(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 2-11-4 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) 3, 4 except (jt=lb)
2=201.
A. rA�J*
No 39380
�-0 : Cc
iJ#�ss`0 N A1-���
1111111
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE.
--
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
r
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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Job P
Truss
Truss Type
City
Ply
EVON
T14515167
74978
J5
Jack -Open
11
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:22 2018 Page 1
ID:fxeKT1 sjRxeJn_2WIHcmclzflNo•B7CAtFpUSYwDJR16AU1 Mlh5gdJLY38gBZYzHPyzgK3
-1.4-0 5-0-0
1-4-0 5-M
of
3x4 =
5-0-0
Fi-n-n
Scale=1:15.0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.84
Vert(LL)
-0.02
4-7
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.72
Vert(CT)
-0.06
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
Wind(LL)
0.07
4-7
>863
240
Weight: 18 Ib FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (lb/size) 3=113/Mechanical, 2=268/0-8-0, 4=59/Mechanical
Max Horz 2=178(LC 12)
Max Uplift 3=116(LC 12), 2=-223(LC 12), 4=-5(LC 12)
Max Grav 3=119(LC 17), 2=268(LC 1), 4=87(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 4-11-4 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 atjoint(s) 4 except Qt=lb)
3=116, 2=223.
�%%����Pg
ft No 39380
lo
%`%%
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
--
WARNING • Ver(fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/09/2015 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 p �
iTek"
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jab r
Truss
Truss Type
Qty,
Ply
EVON
T14515168
74978
J7
Jack -Open
29
1
Job Reference (Optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:23 2018 Page 1
I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-fBmY5bp6D24ctOEgu?GvzELCI kIH WO_PCI WpryzgK2
-1-0-0 7-0-0
1 4-0 7-0-0
ii
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
Ud
TCLL
20.0
Plate Grip DOL
1.25
TC 0.53
Vert(LL)
-0.08
4-7
>999
360
TCDL
7.0
Lumber DOL
1.25
BC 0.39
Vert(CT)
-0.18
4-7
>471
240
BCLL
0.0
Rep Stress Incr
YES
W3 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL
10.0
Code FBC2017/TP12014
Matrix -MP
Wind(LL)
0.16
4-7
>506
240
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30
REACTIONS. (lb/size) 3=164/Mechanical, 2=339/0-8-0, 4=86/Mechanical
Max Horz 2=229(LC 12)
Max Uplift 3=-173(LC 12), 2=-253(LC 12), 4=-11(LC 12)
Max Grav 3=173(LC 17), 2=339(LC 1), 4=125(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale=1:19.8
PLATES GRIP
MT20 244/190
Weight: 24 lb FT = 20e/u
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1) 1-7-5 to 6-11-4 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 fora 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 UtAb)
3=173, 2=253.
%%O, NS' A"A�����i
No 39380 10
. •
0.
10
. R•,, ,
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARN-; - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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, notVal
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
EVON
T14515169
74978
JA1
JACK -OPEN
1
1
Job Reference (optional)
Chambers Truss, Inc., Fart Pierce, FL
8.130 s May 12 2018 MiTek Industries, Inc. Mon Jul 912:38:50 2018 Page 1
ID:fxeKT1sjRxeJn_2WnHcmclzflNc yWalBObOcuCVjR9519Ap_EA1NekFiUWeaMYGd2yzp9Z
1-4-0 1-0-0
AND MAX HORZ. REACTIONS
SPECIFIED BELOW.
BY OTHERS,
FT
Scale = 1:6.7
LOADING (psf)
SPACING- 2-0-0
CS1.
DEFL. in (loc) Well Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.39
Vert(LL) -0.00 7 n/r 120
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.31
Vert(CT) -0.00 7 n/r 120
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) 0.00 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Weight: 5 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (lb/size) 3=148/Mechanical, 4=-0/Mechanical
Max Horz 3=-559(LC 12), 4=637(LC 12)
Max Uplift 3=-205(LC 12)
Max Grav 3=148(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1033/393
BOT CHORD 2-4=-365/1084
BRACING -
TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; 13CDL=3.0psf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left 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 205 lb uplift at joint 3.
No 39380
:IZ_
F
8/0 * !,� . %
Thomas A. Albani PE No.39380
MIT& USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 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 taC�7��Y�q 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 A
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p� I�
iTek"
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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jbb ITruss
Truss Type
City
Ply
EVON
T74515170
74978
JA3
JACK -OPEN
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
of
8.130 s May 12 2018 MiTek Industries, Inc. Mon Jul 9 12:40:10 2018 Page 1
ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-cvP_NZZmTH9KjGTRycaE5UhBu?TSgJQ—pwVQPyzpBJ
-1-0-0 3-0-0
1-4-0 3-0-0
3xs 11
Scale = 1:10.9
0-8-0
2-4-0
_Plate Offsets KY)—12:0-1-14.0-0-21f2:0-1-4.0-11-141
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(Icc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.39
Vert(LL) -0.00
5 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.40
Vert(CT) -0.00
5 >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
Wind(LL) 0.01
5 >999 240
Weight: 13 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left: 2x4 SP No.3
REACTIONS. (lb/size) 3=27/Mechanical, 2=261/0-8-0, 4=5/Mechanical
Max Horz 2=128(LC 12)
Max Uplift 3=-27(LC 9), 2=-260(LC 12)
Max Grav 3=33(LC 17), 2=261(LC 1), 4=30(LC 3)
FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-4-3, Interior(1) 1-4-3 to 2-11-4 zone; cantilever left
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 fora 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.
``�II1 I I '
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift atjoint 3 and 260 lb uplift at
�� S A.
'9�Q
joint 2.
,�� O�P
♦
,
'�•r••�'�C•ENS4�o
No 39380 0
-33
4* ., . R.,, �j `�.
�'���s'�
N A� �`�
�E�,
Thomas A. Albans PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 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 p�^
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 ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
EVON
T14515171
74978
JAS
JACK -OPEN
1
1
.lob Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
US II
8,130 s May 12 2018 MiTek Industries, Inc. Mon Jul 9 12:40:26 2018 Page 1
ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-8_N2Ldc?NIuEBVYNJuKtT8N7KRCCvHmfloM?Uyzp53
5-0-0
5-M
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
Udefl
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.59
Vert(LL)
-0.01
4-9
>999
360
TCDL 7.0
Lumber DOL
1.25
BC 0.53
Vert(CT)
-0.03
4-9
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.01
3
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
Wmcl(LL)
0.04
4-9
>999
240
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
REACTIONS. (lb/size) 3=88/Mechanical, 2=310/0-8-0, 4=42/Mechanical
Max Horz 2=178(LC 12)
- Max Uplift 3=-90(LC 12), 2=-258(LC 12), 4=3(LC 9)
Max Grav 3=95(LC 17), 2=31 O(LC 1), 4=72(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:15.0
PLATES GRIP
MT20 244/190
Weight: 19 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft;.L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-4-3, Interior(1) 1-4-3 to 4-11-4 zone; Cantilever left
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 noncwncurrent 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 90 lb uplift at joint 3, 258 lb uplift at joint 2
and 3 lb uplift at joint 4.
•E N
�.� \ S' •9�i�i
No 39380
� -O : : CC
0 N A�
Thomas A. Albani PE No.39380
M1Tek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.
--
valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
Mal'
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 properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 36610
Job '
Truss
Truss Type
Qty
Ply
EVON
T14515172
74978
JE3
Jack -Open
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierre, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:25 2018 Page 1
ID:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-baul WHrMITIorB9cnJ2k_OJjurUBQuHIWndtkyzgKO
-1-4-0 3-0-0
1-4-0 3-0-0
of
3x4 =
Scale=1:10.9
LOADING (pso
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/de0
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.39
Vert(LL)
-0.00
4-7
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.17
Vert(CT)
-0.01
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
Wind(ILL)
-0.01
4-7
>999
240
Weight: 12 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (lb/size) 3=60/Mechanical, 2=201/0-3-8, 4=31/Mechanical
Max Horz 2=128(LC 12)
Max Uplift 3=-56(LC 12), 2=-201(LC 12), 4=-2(LC 9)
Max Grav 3=65(LC 17). 2=201(LC 1), 4=49(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-11 to 1-7-5, Interior(1) 1-7-5 to 2-11-4 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 atjoint(s) 3, 4 except Qt=1b)
2=201.
A"A,����i
00
No 39380
O N A'
Thomas A. Albani PE No.39380
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 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
Sol
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 properly 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
69D4 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jab '
Truss
Truss Type
city
Ply
EVON
T14515173
74978
KJ3
Jack -Partial Girder
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:26 2018 Page 1
ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-3mShjds_WmQfrLkoLOZzXbsoZEoUUt7Q6AWBQAyzgK?
-1-5-7 3-2-15
1-5-7 3-2-15
3x4 =
3-2-15
Scale=1:10.8
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.78
Vert(LL)
-0.00
4-7
>999
360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.19
Vert(CT)
-0.01
4-7
>999
240
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Wnd(LL)
-0.01
4-7
>999
240
Weight: 12 lb FT = 20%
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (lb/size) 3=65/Mechanical, 2=218/0-3-10, 4=33/Mechanical
Max Horz 2=127(LC 12)
Max Uplift 3=-59(LC 12), 2=-220(LC 12), 4=-1(LC 9)
Max Grav 3=66(LC 17), 2=218(LC 1), 4=53(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) -1-6-1 to 2-8-13, Exterior(2) 2-8-13 to 3-2-3 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except Qt=1b)
2=220.
� -�-{n NS' A. o
% C; �
e
`�*i
No 39380
:Cc
O'• • �v�.
OR ,
s'ON Al-' 00
r1111 I'
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 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 MITe 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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jdb '
Truss
Truss Type
City
Ply
EVON
T14515174
74978
KJ5
DIAGONAL HIP GIRDER
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:27 2018 Page 1
ID:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-XzO3wzscH4YV4UJ?vk4C3pP4Ce7NDKNZKgGkycyzgK
-1-10-10 3-9-9 7-0-2
r 1-10-10 3-9-9 3-2-9
Scale=1:17.3
3x4 =
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
([cc) I/de0 Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.34
Vert(LL) 0.24
4-7 >344 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.28
Vert(CT) -0.15
4-7 >544 240
BCLL 0.0
Rep Stress Incr NO
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 24 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (lb/size) 3=155/Mechanical, 2=338/0-10-15, 4=83/Mechanical
Max Horz 2=176(LC 8)
Max Uplift 3=-175(LC 8), 2=-477(LC 8), 4=-135(LC 8)
Max Grav 3=156(LC 28), 2=338(LC 1), 4=118(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; 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 fora 10.0 psf bottom chord live load noncwncurrent 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=175,2=477,4=135.
6) "NAILED" indicates 3-1 Od
,111111111111
4.,
(0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines.
7) Hanger(s) or other connection device(s) shall be sufficient to load(s) 301 lb down 203 lb
0�-, tt S A.
q4,
provided support concentrated and up at
1-6-1 on top chord. The design/selection of such connection device(s) islhe responsibility of others.
,��� \vP; ..
.••�G E N S '•.
8) In the LOAD CASE(S) loads to the face
,� ��
' F '•.
section, applied of the truss are noted as front (F) or back (B).lo
�� :
LOADCASE(S) Standard
NO 39380
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-54, 4-5=-20
"9
Concentrated Loads (lb)
�••' ; �((/:
Vert: 8=53 11=-11(F=-5, B=-5)
•
`
ss,O
N AL
/111111
Thomas A. Albanl PE No.39380
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 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, notp�^
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 ANSUTPI11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jdb
Truss
Truss Type
Qty
Ply
EVON
T14515175
74978
KJ7
Diagonal Hip Girder
4
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:28 2018 Page 1
I D:fxeKT1 sjRxeJri_2WnHcmclzflNo-?9aR8JtE2OgMieuBSRbRcoxHc2TgyhajZU?HT3yzgJz
-1-10-10 5-2-9 9-10-1
1-10-10 5-2-9 4-7-8
3x4 =
— - LXJ
NAILED
NAILED
5
3x4 =
Scale=1:22.3
5-2-9
5-2-9
9-10-1
4-7-8
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 0.23
Vert(LL) -0.05
7-10 >999 240
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.27
Vert(CT) -0.06
6-7 >999 240
BCLL 0.0
Rep Stress Incr NO
WB 0.39
Horz(CT) 0.01
5 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MS
Weight 41 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 9-10-4 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 4=126/Mechanical, 2=474/0-10-15, 5=321/Mechanical
Max Horz 2=227(LC 8)
Max Uplift 4=-135(LC 8), 2=-414(LC 8), 5=-189(LC 8)
Max Grav 4=126(LC 1), 2=535(LC 28), 5=345(LC 28)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-963/449
BOT CHORD 2-7=-550/853, 6-7=-550/853
WEBS 3-7=-15/271.3-6=908/585
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 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 fora 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.
rr1 I I
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift atjoint(s) except Gt=lb)
��� S A.
plate
4=135, 2=414, 5=189.
`��
G E N
6) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
��
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 301 lb down and 203 lb up at
No 3 9 3 8 0
1-6-1 on top 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
-0 X Z
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
�� 441
Uniform Loads (plf)
Vert: 1-4=54, 5-8=-20
00
Concentrated Loads (lb)
/�Sl •..0 R.
,
Vert: 11 =53 13=-73(F=-36, B=-36) 15=-11(F=-5, B=-5) 16=-62(F=-31, B=-31)
/,S1ONA�
r,�`��``
Thomas A. Albani PE No.39380
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
�^
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
r
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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jdb
Truss
Truss Type
Qty
Ply
EVON
T14515176
74978
KJA7
DIAGONAL HIP GIRDER
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:29 2018 Page 1
ID:fxeKT1 sjRxeJn_2 Wn HcmclzflNo•TL8pLfutphoDKoTNO86g9EUSgSgJhATsoBIrOVyzgJy
-1-10-10 5-2-9 9-10-1
1-10-10 5-2-9 4-7-8
2
3xs 11
.....___ 2X3 II .....___
NAILED NAILED
5
3x4 =
Scale = 1:22.3
Io
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip COL 1.25
Lumber DOL 1.25
Rep Stress Incr NO
Code FBC2017/TPI2014
CSI.
TC 0.21
BC 0.25
WB 0.28
Matrix -MS
DEFL. in
Vert(LL) 0.04
Vert(CT) -0.06
Horz(CT) 0.01
(loc) Well L/d
6-7 >999 240
6-7 >999 240
4 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 43 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.
WEBS 2x4 SP No.3
WEDGE
Left: 2x4 SP No.3
REACTIONS. (lb/size) 4=126/Mechanical, 2=525/0-11-5, 5=242/Mechanical
Max Horz 2=227(LC 24)
Max Uplift 4=-134(LC 8), 2=-444(LC 8), 5=-126(LC 5)
Max Grav 4=126(LC 1), 2=551(LC 28), 5=272(LC 29)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 2-3=-697/294
BOT CHORD 2-7=-361/620, 6-7=-361/620
WEBS 3-6=-660/384
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed fora 10.0 bottom live
,11111111111111�/
psf chord 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 where 3-6-0 tall by 2-0-0
o% S A. �
areas a rectangle wide
will fit between the bottom chord and any other members.
��� Q\V,P•A�e
. •' GE N S+ • • '92� ,�
•%
4) Refer to for truss to truss connections.
`��
•• L F
girder(s)
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb)
No 39380
4=134, 2=444, 5=126.
6) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines.
•� •�
7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 101 lb up at
1-6-1 on top chord. The design/selection of such connection device(s) is the responsibility of others.
'b
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
�) �• �i/
LOAD CASE(S) Standard
0.0
TC� Q Q;•• ����
�i O F1 1
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads
`'
i��'ssi0N,
pVert
1(4I�54, ss=-2o
Concentrated Loads (lb)
1�?�,
Vert: 13=26 15=-48(F=-36, B=-12) 16=1(F=-5, B=7) 17=-45(F=-31, B=-14)
Thomas A. Alban) PE No.39380
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 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 p�•
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall iA.i�
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the t►iTek"
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
EVON
T14515177
74978
KJE
Jack -Partial Girder
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:30 2018 Page 1
ID:fxeKT1 sjRxeJn_2 WnHcmclzflNo-yYhBZ_vVa?w4xy2aasdvhRI UYsBNQh700oUOYxyzgJx
-15-7 2-0-9
1-5-7 2-0-9
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.78
Vert(LL)
-0.00
7
>999
360
TCDL 7.0
Lumber DOL
1.25
BC 0.13
Vert(CT)
-0.00
7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
0.00
2
n/a
n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix -MP
Wind(LL)
-0.00
7
>999
240
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (lb/size) 3=30/Mechanical, 2=186/0-3-10, 4=12/Mechanical
Max Horz 2=99(LC 12)
Max Uplift 3=-22(LC 9), 2=-218(LC 12)
Max Grav 3=33(LC 17), 2=186(LC 1), 4=30(LC 3)
FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:8.6
PLATES GRIP
MT20 244/190
Weight: 9 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-0-9 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except (jt=lb)
2=218.
No 39380
/ LIZ'' Z
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 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 Welk'
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/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
job '
Truss
Truss Type
City
Ply
EVON
T14515178
74978
MV2
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:32 2018 Page 1
I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-uwpy_gwl6cAoBGCyhHgNms6?BfvTubr-JU6zVcgyzgJv
2-M
5 on
3x4 i
Scale =1:6.9
SPACING-
2-0-0
CSI.
DEFL. in
(]cc) I/defl Ud
PLATES GRIP
Plate Grip DOL
1.25
TC 0.07
Vert(LL) n/a
n/a 999
MT20 244/190
Lumber DOL
1.25
BC 0.03
Vert(CT) n/a
n/a 999
Rep Stress Incr
YES
WB 0.00
Horz(CT) -0.00
2 n/a n/a
Code FBC2017/TPI2014
Matrix-P
Weight: 5 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-0-0 cc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (lb/size) 1=47/2-0-0, 2=34/2-0-0, 3=13/2-0-0
Max Horz 1=32(LC 12)
Max Uplift 1=-23(LC 12), 2=-40(LC 12)
Max Gram 1=47(LC 1), 2=36(LC 17), 3=25(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed fora 10.0 psf boftom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2.
��� OM •
ENS' <e-9
�. �` .• �G•
lo
No 39380
Ir
O
,O N A' 1,�0�
Thomas A. Mani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 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
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 ANSITfP11 Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
Tampa, FL 36610
Jdb "
Truss
Truss Type
Qty
Ply
EVON
T14515179
74978
MV4
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:32 2018 Page 1
ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-uwpy_gwl6cAoBGCyhHgNms6vmftwubcJU6zVcgyzgJv
4-0-0
4-0-0
3x4 !;' 3x4 II
2
Scale = 1:11.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.48
Vert(LL) n/a n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.19
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 FBC2017/TPI2014
Matrix-P
Weight: 13 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. (lb/size) 1=116/4-0-0, 3=116/4-0-0
Max Horz 1=79(LC 12)
Max Uplift 1=-56(LC 12), 3=-89(LC 12)
Max Grav 1=116(LC 1), 3=120(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 4-0-0 cc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed fora 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) 1, 3.
%%%``�,p,S A.4��ii
No 39380
0_ Z
4(1
00
11111111110
Thomas A. Albani PE No.39380
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
--
WARNING - Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Bel'
i
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 ii��.��
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek"
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jdb
Truss
Truss Type
Qty,
Ply
EVON
T14515180
74978
MV6
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
6-0-0
8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:33 2018 Page 1
I D:fxeKT1 sjRxeJn_2WnHcmclzflNc,M6NKBOxNswJfoPm9F_BcJ4f7f3DKd 1_Sjmj29GyzgJu
3x4 11
3x4 % 2x3 II 3x4 II
Scale = 1:15.7
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TP12014
CSI.
TC 0.27
BC 0.12
WB 0.12
Matrix-P
DEFL.
Vert(LL)
Vert(CT)
Horz(CT)
in (loc) I/defl Ud
n/a' n/a 999
n/a n/a 999
0.00 n/a n/a
PLATES GRIP
MT20 244/190
Weight 21 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.3,
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=56/6-0-0, 4=84/6-0-0, 5=239/6-0-0
Max Horz 1=129(LC 12)
Max Uplift 4=-64(LC 12), 5=-183(LC 12)
Max Grav 1=56(LC 1), 4=87(LC 17), 5=249(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-5=-207/406
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ff; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
ive load of 20.Opsf n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
truss has been desined for a lany
4) will hfit between the bottoms hord
111 A111111.
andis
other members.
5) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 Ib 4
,,,jJ
P A4e
plate uplift atjoint(s) except Gt=lb)
5=183.
��� \ter
••�C E N S; ••,'9/, �i�
,���.2.�
No 39380
F R
,o N A;
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
® WARNING - Verify des19n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE.
k® Design valid for use only with MiTeconnectors. 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 ANSIf PI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 36610
Job
Truss
Truss Type
City
Ply
EVON
T14515181
74978
MV8
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
8-0-0
8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:33 2018 Page 1
ID:fxeKT1 sjRxeJn_2 WnHcmclzflNc-M6NKBOxNswJfoPm9F_BcJ4f4u3BjdOkSjmj29GyzgJu
3x4 11
5 4
3x4 % 2x3 II 3x4 II
Scale = 1:20.1
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/dell Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.45
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.22
Vert(CT) n/a
n/a 999
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.14
Horz(CT) 0.00
n/a n/a
BCDL 10.0
Code FBC2017ITP12014
Matrix-P
Weight: 29 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 cc purlins,
BOT CHORD 2x4 SP No.3
except end verticals.
WEBS 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (Ib/size) 1=85/8-0-0, 4=112/8-0-0, 5=331/8-0-0
Max Horz 1=180(LC 12)
Max Uplift 4=-86(LC 12), 5=-253(LC 12)
Max Grav 1=85(LC 1), 4=116(LC 17), 5=344(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-271/118
WEBS 2-5=269/459
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4'.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 4-0-0, Interior(1) 4-0-0 to 7-10-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 4 except Gt=lb)
5=253.
A.
No 39380
CC
C� .
'O Noo) I-
N A _� t%o
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
® WARNfNG - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/09/2015 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jdb
Truss
Truss Type
Qty
Ply
EVON
T14515182
74978
MV10
Valley
1
1
Job Reference (optional)
unambers Truss, Inc., Fort Pierce, FL
10-0-0
8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:31 2018 Page 1
ID:fxeKT1 sjRxeJn_2WnHcmclzflNc-QkFamKw7LJ2xZ6dm8Z98EfZi4FUU96A9FSEx4NyzgJw
3x4 II
3
3x4 i 2x3 5 43x4 II
Scale=1:24.6
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (]cc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.60
Vert(LL) n/a - n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.33
Vert(CT) n/a - n/a 999
BCLL 0.0 '
Rep Stress Incr YES
WB 0.14
Horz(CT) -0.00 4 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-S
Weight: 37 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
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=121/10-0-0, 4=147/10-0-0, 5=408/10-0-0
Max Horz 1=230(LC 12)
_Max Uplift 4=-113(LC 12), 5=-312(LC 12)
Max Grav 1=121(LC 1), 4=152(LC 17), 5=424(LC 17)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-282/125
WEBS 2-5=-312/476
Structural wood sheathing directly applied or 6-0-0 cc purling,
except end verticals.
Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(l) 3-8-12 to 9-10-4 zone;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Gable requires continuous bottom chord bearing.
3) This truss has been designed fora 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 (jt=lb)
4=113, 5=312.
���,`� • • G•E N S ' • '92 ��i
No 39380 lo
T
y y • • c \
�i • •' • •� R 1 • C? ��
10 N A11 �����•
Thomas A. Alban! PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 36610
Jdb '
Truss
Truss Type
Qty
Ply
EVON
T14515183
74978
P
COMMON
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:34 2018 Page 1
ID:fxeKTt sjRxeJn_2 Wn HcmclzflNo-gJxiOMy?dERWQZLLpiirsHBFCTV3MU9bxQSchiyzgJt
-1.4-0 6-0-0 12-0-0 13.4-0
1 4-0 6-0-0 6-0-0 1-4-0
4x6 =
3x4 = ZxJ II
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.42
Vert(LL)
0.13
6-12
>999
240
TCDL 7.0
Lumber DOL
1.25
BC 0.34
Vert(CT)
-0.06
6-9
>999
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.13
Horz(CT)
-0.01
4
n/a
n/a
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. (lb/size) 2=519/0-8-0, 4=519/0-8-0
Max Horz 2=-11 O(LC 10)
Max Uplift 2=-655(LC 12), 4=-655(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-691/1527, 3-4=-691/1527
BOT CHORD 2-6=-1254/590, 4-6=-1254/590
WEBS 3-6=710/271
Scale:1/2"=l'
Io
3x4 =
PLATES GRIP
MT20 244/190
Weight: 45 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-7-5, Interior(1) 1-7-5 to 6-0-0, Exterior(2) 6-0-0 to
9-0-0 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
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)
2=655, 4=655.
tit � A
%
No 39380
CC
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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 ANSVfPl1 Quality Criteria, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 36610
Jdo
Truss
Truss Type
Qty
Ply
EVON
T14515184
74978
V4
Valley
2
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:36 2018 Page 1
I D:fxeKT1 sjRxeJn_2WnHcmclzflNc-mh3Tp2zG9rhEftVjw7kJxiHgOGEpgPcuPkxilbyzgJr
2-M 4-0-0
2-0-0 2-M
3x6 = Scale = 1:7.5
5.00 12 2
3
1
3x4 i 3x4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
Well
Lid
TCLL 20.0
Plate Grip DOL
1.25
TC 0.12
Vert(LL)
n/a
n/a
999
TCDL 7.0
Lumber DOL
1.25
BC 0.13
Vert(CT)
n/a
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00 3
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (lb/size) 1=94/4-0-0, 3=94/4-0-0
Max Horz 1=19(LC 11)
Max Uplift 1=-59(LC 12), 3=-59(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
PLATES GRIP
MT20 244/190
Weight: 10 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 cc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; 13CDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed fora 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) 1, 3.
��� �� • C, ENS • •.� 92 �i�
No 39380
:cc
as O'• • 4ve:
0.
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 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 Mirek"
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/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jdo
Truss
Truss Type
Qty
Ply
EVON
T14515185
74978
V8
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:36 2018 Page 1
ID:fxeKT1 sjRxeJn_2WnHcmclzflNo-mh3Tp2zG9rhEftVjw7kJxiHaVGE?gOHuPkxilbyzgJr
4-0-0 8-0-0
4-0-0 4-0-0
3x4 i
2x3 II
4x4 =
3x4
Scale = 1:14.6
8-0-0
8-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(]cc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.50
Vert(LL)
n/a
n/a 999
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.18
Vert(CT)
n/a
n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.09
Horz(CT)
0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix-P
Weight: 24 lb FT = 20%
LUMBER-
BRACING-
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=118/8-0-0, 3=118/8-0-0, 4=248/8-0-0
Max Horz 1=-49(LC 10)
Max Uplift 1=-90(LC 12), 3=-90(LC 12), 4=-122(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-4=-166/286
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed fora 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 betweenbottom other members.
o ide mechancaconnection (by others)of tr s
6) Pro bearing
icapable of withstanding 100 lb uplift atjoint(s) 1, 3 except Gt=lb)
plate
4=122.
'9<e ,'�i
P
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No 39380
cc
.-0.01�1
O P ,: ����•
0 R
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110 ,
i1n1111
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date;
July 9,2018
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 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
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 WOW
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/7PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Jou
Truss
Truss Type
Qty
Ply
EVON
T14515186
74978
V12
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Mon Jul 9 10:19:35 2018 Page 1
ID:fxeKT1 sjRxeJn_2Wn HCmclzflNcl W4cizdOXZN2jwXNPD4OVkMGtgx5xgIA4C9D9yzgJs
5-10-0 11-8-0
5-10-0 5-10-0
4x5 =
4
3x4 3x4
2x3 11
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0 '
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
Scale=1:18.4
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/deft L/d
PLATES GRIP
Plate Grip DOL
1.25
TC 0.65
Vert(LL)
n/a n/a 999
MT20 244/190
Lumber DOL
1.25
BC 0.43
Vert(CT)
n/a - n/a 999
Rep Stress Incr
YES
WB 0.11
Horz(CT)
0.00 3 n/a n/a
Code FBC2017/TPI2014
Matrix-S
Weight: 37 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=165/11-8-0, 3=165/11-8-0, 4=426/11-8-0
Max Harz 1=-76(LC 10)
Max Uplift 1=-117(LC 12). 3=-117(LC 12), 4=-237(LC 12)
Max Grav 1=169(LC 21), 3=169(LC 22), 4=426(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-4=-279/363
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 5-10-0, Exterior(2)
5-10-0 to 8-10-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100 lb uplift atjoint(s) except Qt=lb)
1=117, 3=117, 4=237.
%%`�`S, A.
%%M
GEN\ .�e
� S •
No 39380
00
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 rev. 10/03/2015 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 qiTek"
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 A
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, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
J& ' •
Truss
Truss Type
city
Ply
EVON
T14515187
74978
VA
VALLEY
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
1-4-0
3x10 11
3-10.4
3-10-4
2x3 11
4x4 =
8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:37 2018 Page 1
I D:fxeKT1 sjRxeJn_2 Wn HcmclzflNc-Eucr1 O_uw9p5H14wUgFYTwpIIgZIZsB2dOh GI1 yzgJq
3-10-4
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/de0
Ud
TCLL 20.0
Plate Grip DOL
1.25
TC 0.49
Vert(LL)
-0.00
5
n/r
120
TCDL 7.0
Lumber DOL
1.25
BC 0.21
Vert(CT)
-0.00
5
n/r
90
BCLL 0.0
Rep Stress Incr
YES
WB 0.04
Horz(CT)
0.00
6
n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix-R
LUMBER- BRACING -
TOP CHORD 2x4 SP No.3 TOP CHORD
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3 BOT CHORD
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=238/7-8-8, 6=238f7-8-8, 7=239/7-8-8
Max Horz 8=124(LC 11)
Max Uplift 8=265(1_13 12), 6=-265(LC 12), 7=70(1_13 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-8=-221/464, 4-6=-225/462
1-4-0
Scale = 1:19.6
PLATES GRIP
MT20 244/190
Weight: 33 lb FT = 20%
Structural wood sheathing directly applied or 6-0-0 cc purlins,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design. — —
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-11 to 1-7-5, Interior(1) 1-7-5 to 3-10-4, Exterior(2) 3-104
to 6-10-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 7 except Ot=lb)
8=265, 6=265.
A"�A i11�i
% 0M.
��� ``� •' G E N
No 39380
o 0 •• ��
Thomas A. Albani PE No.39380
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
�^
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.
6904 Parke East Blvd.
Tampa, FL 36610
Jdo `
Truss
Truss Type
Qty
Ply
EVON
T14515188
74978
VB
Valley
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 11 2018 MiTek Industries, Inc. Mon Jul 9 10:19:38 2018 Page 1
I D:fxeKT1 sjRxeJn_2 WnHcmclzflNc-j4ADEj?WhSxyvBf62XnnO7Mww4wTIIIBs2OpgTyzgJp
3-10-4 7-8-8
3-10-4 3-10-4
3x4
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
OTHERS 2x4 SP No.3
4x4 =
2x3 II
3x4
Scale = 1:14.3
SPACING-
2-0-0
CSI.
DEFL.
in
(loc) I/deft Ud
PLATES GRIP
Plate Grip DOL
1.25
TC 0.50
Vert(LL)
n/a
- n/a 999
MT20 244/190
Lumber DOL
1.25
BC 0.18
Vert(CT)
n/a
- n/a 999
Rep Stress Incr
YES
WB 0.09
Horz(CT)
0.00
3 n/a n/a
Code FBC2017/TPI2014
Matrix-P
Weight: 24 lb FT = 20%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 1=118/7-8-8, 3=11817-8-8, 4=248/7-8-8
Max Horz 1=-49(LC 10)
Max Uplift 1=-90(LC 12), 3=-90(LC 12), 4=-122(LC 12)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-4=-166/289
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=24ft; eave=4ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads.
5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 100lb uplift atjoint(s) 1, 3 except 0t=1b)
4=122.
E N , �ii
F.
No 39380
.. � • it
Thomas A. Albani PE No.39380
Welk USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
July 9,2018
WARNING • Veri(y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 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
a truss system. Before use, the building designer must verify the applicability of design parameters and propedy 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 Mire k'
is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610
Symbols Numbering System ®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.
O'T1fi
I
For 4 x 2 orientation, locate
plates 0- 'lid' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
"Plate location details available in MiTek 20120
software or upon request.
PLATE SIZE
The first dimension is the plate
width measured perpendicular
4 x 4
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
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/TPI1: National Design Specification for Metal
Plate Connected Wood Truss Construction.
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information,
Guide to Good Practice for Handling,
Installing & Bracing of Metal Plate
Connected Wood Trusses.
0
IX
O
U
o-
O
1-
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
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
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
© 2012 MiTek® All Rights Reserved
MiTek°
MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015
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 ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/TPI 1.
8. Unless otherwise noted, moisture content of lumber
shall not exceed 19% at time of fabrication.
9. Unless expressly noted, this design is not applicable for
use with fire retardant, preservative treated, or green lumber.
10. Camber is a non-structural consideration and is the
responsibility of truss fabricator. General practice is to
camber for dead load deflection.
11. Plate type, size, orientation and location dimensions
indicated are minimum plating requirements.
12. Lumber used shall be of the species and size, and
in all respects, equal to or better than that
specified.
13. Top chords must be sheathed or purlins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 ft. spacing,
or less, if no ceiling is installed, unless otherwise noted.
15. Connections not shown are the responsibility of others.
16. Do not cut or alter truss member or plate without prior
approval of an engineer.
17. Install and load vertically unless indicated otherwise.
18. Use of green or treated lumber may pose unacceptable
environmental, health or performance risks. Consult with
project engineer before use.
19. Review all portions of this design (front, back, words
and pictures) before use. Reviewing pictures alone
is not sufficient.
20. Design assumes manufacture in accordance with
ANSUTPI 1 Quality Criteria.