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A.
® ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' .- 23' 1
Do not stand on trusses until they are braced r>er BCSI & properly nailed to straps & hangers
5PAGING NOTE
ALL TRUSSES ARE TO BE" SET _ _-- 34 --.---
AT 2 -0: ON CENTER 20'
EXCEPT AS NOTED 14'
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A
30' to 60' Span
Spree er Bar
60 degrees
or less
cog—APProz 2/3 to_i
) 2
/ --�
Tag Line span approx.
Line 1 2 of Span
/
REFER BCSI
REFER TO BCSI
Truss must be set this way if crane used
wa
Truss must be set this way if crane used.
Truss is an example, yaur truss may not match.
Insist crane operator sets truss this way.
This is an example, truss may not match.
Insist crone operator sets truss this way.
r U REPRESENTS A HANGER
f
r
w?l.
k'.
e
SEAT
PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 6'-1"
ABOVE FINISHED FLOOR
12
4.00 r-
to
ll
Li
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8"-1"
TYPICAL END DETAIL
12
4.00 r _ '
�a
6
m
-
J 2.00
v �
12
------------ _--__--- -----
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upset=1/4" hee1=315/16"
- -
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
151-101,
5'_4"
T-4"
9'4„
34'
GARAGE
,
E
LEFT
�B
J2
O
D
O
J4
J6
A8
A7
AS
A5
A5
A5
m m
34'
GARAGE RIG1-T
N L=NGTH
The Architect's ar Arahitect's repreeentative'a
shop drawing Approval Is NOT a
"double check" of the contractor.
The contractor '.shell remain responsible -
for checking field moasurements and
other construction criteria.. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their respe tive-lo tlons.
Approved By
Date:
nradert WiBrie^n A.I.A. P.A. .. ._.
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
The legal description of the property where the trusses will be Installed is:
The undersigned acknowledges and agrees:
1: Trusses will be made In strict accordance with this truss placement diagram layout,
whkh 13 the sole authority for detennlningsuecessful fabdca0on of the trusses..
2. All dimensions In this layout have been verified by the undersigned.
.3. Unless written notice Is provided by certified mall to Chambere Truss within tan (10)
days of delivery the undersigned agrees that no baekcharges will be allowed -In the event
such written notes Is furnished Chambers Trues shell have three (3) builness days In which
to begin repairs required, or to substtuie othettrusses, at Chambers option.'
4. The undersigned acknowledges recelpt of "BCSI 1.03' summary sheet by'rPI & WTCA,
6. Delivery Is to Job site, It Is the buyers'responclbllity to make the Job site suitable for
delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a
potion of the job site for delivery. Chambers Truss will be responsible for dump delivery only.
The buyer Is responsible for additional delivery expenses If Chambers Truss has to redeliver
because job site Is not prepared for delivery or buyer Is not prepared for delivery of trusses.
Buyer Is responsible to Chambers Trues for towing costs due to site conditions.
8. Price as shown In paragraph 7 below Is subject to change If any changes are, made In
this. layout. A $50 per hour for revisions maybe charged by Chambers Tnlas,
.7. This is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no,
agreement a reasonable price. Invoice will be made on delivery and paid within terms of net
on delivery. Invoice may, be made at scheduled date of delivery If buyer cannot accept
delivery of fabricated trusses. The undersigned agrees to pay Chambere.Tryss reasonable
stter ey's fee for eollectlons In event of payment not timely made. 1-1/2 %, per month servJas
change will be added for all sums not paid within terns.
. 8, Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
@:'In consideration of Chambers Truss extending credit for this material the undersigned
unconditionally guarantees payment when due of any and all Indebtedness owed to
Chambers Trues by any entity receiving material and the undersigned agrees to pay such
Indebtedness Including attorneys fees, If delault In payment for material be made by the
recipient. 1.
10. In the event of any Illlgation concerning this agreement, the items furnished hereunder
or payments referred to herein, the. parties agree that the sole venue for any such action will
be Saint Lucia County, Flodde.
11. Design responsibilities are per -National Standard And k6oammended Guidelines On
Responsibilities For Construction Using Metal Plate Connected Wood Trusses
ANSVTPW4TCA 4.2002-
DATED ....,y
SIGNED
FOR TITLE -
Aspteader"barmaybe re" per" BCSI I-a't r plewentlNury& damage.
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,
ibises must be act and braced per design to prevent injury& damage.
Trusses must be set plumb and square
Do hotset bunks or stack of plywood, roofing material or any
other concentrated loads on trusses, this can cause collapse.
DO NOT SET TRUSSES U&INGI THIS LAYOUT
USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
000
3106 Oleander Avenue
Fort Pierce; Florida 34982-6423'
800-551-5932
Fort Pierce 772.466.2012 Fax 772-465.8711
Vero Beach 772-569-2012 Stuart "772-2863302 '
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
J Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
3 I b I Roofing Material Shingle or Shake
>0. °' N Loading in PSF Roof R.D.L.
y o Top Chord Live 20
Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
o c Bottom Chord Dead 10 3
o cr_ to TOTAL Load 37 7.2
/w
m o N1 Duration Factor 1.25
to Wind Speed 165mph
H H Top Chord C.B. Sheeting by builder.
i�-c.1 Bottom Chord C.B. Sheeting by builder.
�, Highest Mean Height 148-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
R.D.L.=Restrainin Dead Load C.B.=Continuous Bracin
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildin Desi ner and/or En ineer of Record.
Chambers Truss Inc. Drawing Name: M11323
W Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE All SAE Reviewed By:
� ) Date:04/24/12 Revised:02/21/18
�,/ FOR Revised: W05/2020
Q WYNNE BUILDINGWOM FOR
DESCRIPTIOWODE COMPLIANCE
COUNTY
ST. LUCIE
CARLTON �
PAGE 1 of 1 CUSTOMER INITIALS EA6i4 kk '+
--] -7;L00
P
IMIMI
MiTek'
RE: M11323
M11323
Site Information:
Customer: WYNNNE DEVELOPEMENT CORP Project Name: M11323
Lot/Block: Model: CARLTON
Address: N/A
City: PORT ST LUCIE
Subdivision:
State: FL
MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 165 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal#
Truss Name
Date
1
T19884596
A
12/17/2020
2
T19884597
A5
12/17/2020
3
T19884598
A6
12/17/2020
4
T19884599
A7
12/17/2020
5
T19884600
A8
12/17/2020
6
T19884601
A9
12/17/2020
7
T19884602
GRA
12/17/2020
8
9
T1988460
T19884604
J2 J2
12/17/2020
12/17/2020
FILE
COPY
10
T19884605
J4
12/17/2020
11
T19884606
J6
12/17/2020
12
T19884607
J8
12/17/2020
13
T19884608
KJ8
12/17/2020
REVIEWED FICR
.�O®E COMPLIANCE
'T. LUCIE COUNTY
This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
The truss drawing(s) referenced above have been prepared by
MiTek USA, Inc under my direct supervision %01111111141114
based on the parameters provided by Chambers Truss. ,% CUIN V,,
Truss Design Engineer's Name: Velez, Joaquin �� . .•'• (, E N •• ���
My license renewal date for the state of Florida is February 28, 2021. ��� •' �� SF•'•. '��
Florida COA: 6634 No 68182
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MiTek
customers file reference purpose only, and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSIrrPI 1, Chapter 2.
:53' STATE OF
OR k
Joaquin Velez PE No.68182
Welk USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610 December 17, 2020
1 of 1 Velez, Joaquin
Job
Truss
Truss Type
Qty
Ply
1323
T19884596
M11323
A
COMMON
91J'ob,
Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:27 2020 Page 1
ID:a3B4PavKnnZweXyJckSFBgyuFUN-bAjL909k 1Hpv5SDpc_pEKrtnVLQuvtwTtLrJWzUUjw
r1-0 Q 6-7-13 12-4-13 17-0-0 21-7-3 27-4-3 34-0-0 3NO
10)0 6-7-13 5-9-0 4-7-3 4-7-3 5-9-0 6-7-13 1-0-0
4.00 F12 4x5 =
27
Scale = 1:57.8
I 1b -- -- 14- 12
3x6 = 2x3 II 4x6 = 3x8 = 3x8 = 4x6 = 2x3 II 3x6 =
12-4-13
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 FBC2017rrPI2014
CSI.
TC 0.39
BC 0.58
WB 0.65
Matrix -MS
DEFL. in (loc) Udell Lid
Vert(LL) 0.32 14-15 >999 360
Vert(CT) -0.61 14-15 >670 240
Horz(CT) 0.12 10 n/a n/a
PLATES GRIP
MT20 244/190
Weight: 163 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-179(LC 8)
Max Uplift 2=-832(LC 10), 10=832(LC 10)
Max Grav 2=1362(LC 1), 10=1362(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3419/2395, 3-5=-2771/2031, 5-6=2770/2152, 6-7=2770/2152, 7-9=2771/2031,
9-10=-3419/2395
BOT CHORD 2-17=-2132/3213, 15-17=-2132/3213, 14-15=-1269/2000, 12-14=2132/3213,
10-12=-2132/3213
WEBS 6-14=-635/983, 7-14=-313/362, 9-14=689/499, 6-15=-635/983, 5-15=-313/362,
3-15=-689/499
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 13-7-3, Exterior(2) 13-7-3
to 20-4-13, Interior(1) 20-4-13 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 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
This item has been
will fit between the bottom chord and any other members, with BCDL =1 O.Opsf.
electronically signed and
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
sealed by Velez, Joaquin, PE
2=832, 10=832.
using a Digital Signature.
6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 47 lb up at
15-0-0, and 50 lb down and 47 lb up at 19-0-0 on top chord. The design/selection of such connection device(s) is the responsibility
Printed copies of this
of others.
document are not considered
7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
signed and sealed and the
signature must be verified
LOAD CASE(S) Standard
on any electronic copies.
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Joaquin Velez PE No.68182
Vert: 1-6=54, 6-11=54, 18-21=-20
MiTek USA, Inc. FL Cart 6634
Concentrated Loads (lb)
6904 Parke East Blvd. Tampa FL 33610
Vert: 26=-50(F) 27=50(F)
Date:
April 3,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
'
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSUTPlf Quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
M11323
T19884597
M11323
A5
SPECIAL
9
1
Job Reference (optional)
moers I cuss, Inc., Fort Hlerce, rL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:28 2020 Page 1
ID:2GIScwwyY5hnGhXVARzUkuyuFUM-3MHjMkAMIKQgXE1PNJV2mXOxRucedNo4iX50ryzUUjv
T1-0-q 7-8-5 10614 17-M 20-4.8 264-0 34-0-0 35-0-
1-0.0' 7-8-5 2-915 65-12 3 4 8 5-11 8 7-8-0 0-0
5x8 MT18HS II
4.00 12
Scale = 1:59.8
13 12
5x12 = 2x3 II 3x6 =
3x12 = 2.00 F12
26-0-0
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc) I/defl Ud
PLATES
GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.85
Vert(LL)
0.76 14 >539 360
MT20
244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.90
Vert(CT) -1.18 13-14 >344 240
MT18HS
244/190
BCLL 0.0 '
Rep Stress Incr
YES
WB 0.60
Horz(CT)
0.36 10 n/a n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -MS
Weight: 155 ib
FT = O%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 1-7-8 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 3-9-12 oc bracing.
WEBS 2x4 SP No.3
"Except*
WEBS
1 Row at midpt 6-14
6-14: 2x4 SP
M 30
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-179(LC 8)
Max Uplift 2=-803(LC 10), 10=803(LC 10)
Max Grav 2=1312(LC 1), 10=1312(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5529/3776, 3-5=-5164/3538, 5-6=5209/3667, 6-7=2424/1902, 7-9=2462/1813,
9-1 0=-3195/221 0
BOT CHORD 2-14=-3466/5266, 13-14=-1305/2115, 12-13=-194812995, 10-12=1948/2995
WEBS 3-14=-355/314, 5-14=-293/354, 6-14=2175/3326, 6-13=279/534, 7-13=-237/277,
9-13=786/560, 9-12=0/269
NOTES.
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 13-7-3, Exterior(2) 13-7-3
to 20-6-4, Interior(1) 20-6-4 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60
3) All plates are MT20 plates unless otherwise indicated.
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) 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.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=803, 10=803.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL'Cert 6834
8904 Parke East Blvd. Tampa FL 33610
Date:
April 3,2020
®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing
MiTek`
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI/ Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
M11323
T19884598
M11323
A6
SPECIAL
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:29 2020 Page 1
I D:2GI ScwwyY5hnGhXVARzU kuyu FU M-YYr6a4 B_WeYX90cbw00H J Ix7ilyP M m6Dx BgyOOzU Uj u
�1 0 Q 8-11-11 16-0-0 18-M 20-4-8 25-11-15 34-0-0 35-0-0
i-0-0' 8-11-11 ' 7-0-5 2-0-0 2-4-8 5-7-7 8-0-1 -0-0
Scale = 1:61.9
4.00 12
W1
d
3x12 = 2.00 F12
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017/TPI2014
LUMBER -
TOP CHORD
2x4 SP M 30 `Except`
3-5,6-7: 2x4 SP M 31
BOT CHORD
2x4 SP M 30
WEBS
2x4 SP No.3 *Except*
5-14: 2x4 SP M 30
OTHERS
2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=-169(LC 8)
Max Uplift 2=-803(LC 10), 9=803(LC 10)
Max Grav 2=1312(LC 1), 9=1312(LC 1)
6x10 MT18HS =
5x6 =
5x6 = 2x3 11
15-0-0 16.0-0 20.4-8 25-11-15
3x6 =
CSI.
DEFL. in (loc) Vdefl L/d
PLATES GRIP
TC 0.81
Vert(LL) 0.69 14 >590 360
MT20 244/190
BC 0.93
Vert(CT) -0.92 14-17 >443 240
MT18HS 244/190
WB 0.86
Horz(CT) 0.34 9 file n/a
Matrix -MS
Weight: 157 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-4=-5491/3336, 4-5=-5095/3071, 5-6=-2314/1551, 6-8=2398/1533, 8-9=3199/1981
BOTCHORD 2-14=-3040/5224, 13-14=-1195/2361, 12-13=-1123/2199, 11-12=1731/3001,
9-11=-1731 /3001
WEBS 4-14=-492/513, 5-14=-1707/2959, 5-13=-405/196, 6-13=179/522, 8-12=-893/660,
8-11=0/303
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Exterior(2) 31-7-3
to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb)
2=803, 9=803.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 3,2020
® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.*R
Design valid for use only with MTel<0 connectors. This design is based only upon parameters shown, and Is for an Individual building component, not qq•
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 ANSI7rP/l Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
M11323
T19884599
M11323
A7
SPECIAL
1
1
Job Reference o tional
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:30 2020 Page 1
ID: WSJgpGwalPpeur6hk9UjG5yuFUL-OIP UnQCcHygOmYBnUkXWryTIFil45CtN9gaVpwrzUUjt
t1-0 Q 8-10-10 14-0-0 20-0-0 25.11-15 34-0-0 35-0-q
y-0-0' 8-10-10 5-1-6 6-0-0 5-11-15 B-0-1 0-0-0
4 no
3x12 = 2.00 12
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017rrP12014
LUMBER -
TOP CHORD
2x4 SP M 30
BOT CHORD
2x4 SP M 30
WEBS
2x4 SP No.3 *Except*
4-11: 2x4 SP M 30
REACTIONS. (size) 2=0-8-0, 7=0-8-0
Max Horz 2=-149(LC 8)
Max Uplift 2=-803(LC 10). 7=-803(LC 10)
Max Grav 2=1312(LC 1). 7=1312(LC 1)
5x8 =
14-0-0
20-4-8
5x6 =
5x12 =
2x3 II
Scale = 1:60.8
v
I d
3x6 =
CSI.
DEFL.
in (loc) Udell L/d
PLATES
GRIP
TC 0.83
Vert(LL)
0.66 11 >616 360
MT20
244/190
BC 0.90
Vert(CT) -1.10
10-11 >369 240
MT18HS
244/190
WB 0.95
Horz(CT)
0.34 7 n/a n/a
Matrix -MS
Weight: 147 lb
FT = 0%
BRACING -
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD
Rigid ceiling directly applied or 4-0-2 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5484/3370, 3-4=-5116/3126, 4-5=2229/1544, 5-6=2448/1599, 6-7=3169/1993
BOT CHORD 2-11=-3071/5219, 10-11 =-1 590/2874, 9-1 0=-1 738/2968, 7-9=-1738/2968
WEBS 3-11=-419/443, 4-11=-1466/2647, 4-10=-812/448, 5-10=-205/487, 6-10=-785/575,
6-9=0/272
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Exterior(2) 31-7-3
to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load noncohcurrent with any other live loads.
6) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=803, 7=803.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 3,2020
®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall HV BE'
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 ANSUrPil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss Type
Qty
Ply
[Al
T19884600
FJbReference
M11323
SPECIAL
1
1
(optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc, Fri Apr 3 07:54:31 2020 Page 1
ID:WSJgpGwalPpeur6hk9UIG5yuFUL-Uxzs mCE2FoFOiI_2R210AOTj6eKgjEWOUJ2SHzUUjs
T1-0 q 8-BA 12-0-0 15-8� 20 4-8 22-0-0 24-8-12 34-0.0 35-0-Q
i-0-0' 8-8-4 3-3-12 3-8-0 4-813 1-7-8 2-8-12 9-341 -0-0
4.00 12
5x6 =
3x4 =
4 21 5
2x3 11 5x8 =
6 22 7
Scale = 1:60.6
12 11
5x12 = 3x4 = 4x5 =
3x12 = 2.00 F12
34-0-0
LOADING (psf)
TCLL 20.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING- 2-0-0
Plate Grip DOL 1.25
Lumber DOL 1.25
Rep Stress Incr YES
Code FBC2017/TPI2014
CSI.
TC 0.78
BC 0.90
WB 0.69
Matrix -MS
DEFL. in (loc) I/defl L/d
Vert(LL) 0.65 12-13 >624 360
Vert(CT) -1.08 12-13 >379 240
Horz(CT) 0.33 9 file n/a
PLATES
MT20
MT18HS
Weight: 154 lb
GRIP
244/190
244/190
FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 3-11-11 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=-129(LC 8)
Max Uplift 2=-803(LC 10), 9=803(LC 10)
Max Grav 2=1312(LC 1), 9=1312(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-5488/3444, 3-4=-5117/3183, 4-5=3911/2497, 5-6=2576/1770, 6-7=2586/1779,
7-8=-2663/1762, 8-9=-3021/1971
BOT CHORD 2-13=-3143/5224, 12-13=-1956/3292, 11-12=-1369/2481, 9-11=-1705/2827
WEBS 3-13=-396/420, 4-13=-1028/1721, 5-13=-300/797, 5-12=894/601, 6-12=-265/263,
7-12=-294/391, 7-11=-374/691, 8-11=535/502
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 31-7-3, Exterior(2) 31-7-3
to 35-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads.
'
This item has been
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
electronically signed and
7) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify
sealed by Velez, Joaquin, PE
capacity of bearing surface.
using a DiDi
Digital Si
Si
Signature.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
Printed copies this
p
2=803, 9=803.
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cent 6834
6904 Parke East Blvd. Tampa FL 33610
Date:
April 3,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall INV BE'
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
M11323
T19884601
M11323
A9
HIP
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:32 2020 Page 1
ID:_e1C1cxC3ixW?huls?ypJyuFUK-y7XEC6DspZw6OsKAc9Z xNZIBW4CZ7Mfd83c?jzUUjr
T1-0 q 6-7-15 10-0-0 15 2-14 20-0-0 24-01 27'-1 34-0-0 35-0-0
-0-0 6-7-15 3-4-1 5-2-14 5-1-2 3-8-0 341 6-7-15 -0-0
4.00 12
4x4 = 3x4 = 2x3 II 48 =
4 24 525 26 6 27 7
Scale = 1:58.6
0 !9
I6
d
3x5 =
3x8 = 3x6 =
6x8 = 3x8 = 3x4 =
, 10-0-0 20-4-0 24-0-0 34-0-0
10-0-0 10-4-0 3 8-0 10-0.0
LOADING (psf)
SPACING-
2-0-0
TCLL
20.0
Plate Grip DOL
1.25
TCDL
7.0
Lumber DOL
1.25
BCLL
0.0
Rep Stress Incr
YES
BCDL
10.0
Code FBC2017ITP12014
CSI.
DEFL.
in (loc)
I/deft
Lid
TC 0.35
Vert(LL)
-0.18 11-21
>917
360
BC 0.54
Vert(CT)
-0.38 11-21
>432
240
WB 0.89
Horz(CT)
0.02 13
n/a
n/a
Matrix -MS
3x5
PLATES GRIP
MT20 244/190
Weight: 156 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11-9 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0, 13=0-8-0
Max Horz 2=109(LC 9)
Max Uplift 2=-430(LC 10), 9=249(LC 10), 13=-928(LC 10)
Max Grav 2=685(LC 19), 9=386(LC 20), 13=1616(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1275/1025, 3-4=-913/708, 4-5=829/705, 5-6=-565/807, 6-7=565/807,
7-8=-104/278, 8-9=341/235
BOT CHORD 2-15=-836/1187, 13-15=-34/309, 11-13=-256/348, 9-11=124/304
WEBS 3-15=-425/501, 5-15=-444/665, 5-13=-1215/1079, 6-13=-264/300, 7-11=-255/396,
8-11 =-461/521. 7-13=-837/703
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 5-2-5, Exterior(2) 5-2-5 to
14-9-11, Interior(1) 14-9-11 to 19-2-5, Exterior(2) 19-2-5 to 28-9-11, Interior(1) 28-9-11 to 31-7-3, Exterior(2) 31-7-3 to 35-0-0
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.
'
This item has been
5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,
electronically Signed and
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
sealed by Velez, Joaquin, PE
2=430, 9=249,13=928.
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6834
8904 Parke East Blvd. Tampa FL 33610
Date:
April 3,2020
WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE.
Design valid far use only wah 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 ANSIMP11 Quality Criteria, DSQ,-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
M11323
T19884602
M11323
GRA
HIP
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:33 2020 Page 1
ID:_etC1 cxC3ixVV?huls?ypJyuFU K-QK4cPSEUat2zdOvM9s4DTb5n5vPvlY6proo9XAzUUjq
i1 0 q 8-0-0 11-1-1 17-M 185-0 22-2-2 26-0-0 34-0-0 35-0-0
i-0-0� 8-0-0 3 1-1 5-10-15 1 6-0 3 8 2 3-9 14 B-0-0 -0-0
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
4x4 =
Scale = 1:60.6
3x5 —_ 3x6 II 3x6 = 6x8 = 3x6 = 6x8 = 44 =
6x8 =
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.
8-0-0 11-1-1
18-6-0 26-0-0
34-0-0
8-0-0 3-1-1
7-4-15 7-6-0
8-M
Plate Offsets (X,Y)—
[2:0-2-2,Edge], [3:0-3-8,Edge], [21:0-3-8,Edge], [24:0-3-8,0-3-0], [27:0-3-8,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) Ildefl
Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.91
Vert(LL) 0.20 24-35 >914
360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.57
Vert(CT) -0.24 29-32 >552
240
BCLL 0.0
Rep Stress Incr NO
WB 0.98
Horz(CT) 0.02 22 n/a
n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 194 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-5 oc purlins.
BOT CHORD 2x4 SP M 30 Except:
WEBS 2x4 SP No.3 1 Row at midpt 8-21
BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
JOINTS 1 Brace at Jt(s): 7, 8, 19, 17, 14
REACTIONS. All bearings 0-8-0.
(lb) - Max Horz 2=-179(LC 6)
Max Uplift All uplift 100 lb or less at joints) except 2=351(1_13 8), 27=-1168(LC 8), 26=-1495(LC 8),
22=-625(LC 8)
Max Grav All reactions 250 lb or less atjoint(s) except 2=487(LC 17), 27=2232(LC 13), 26=2929(LC 14).
22=984(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-621/387, 3-5=-304/838, 5-7=-588/1209, 7-8=-588/1209, 8-12=-588/1209,
12-13=-588/1209,13-15=-588/1209,15-16=-588/1209,16-18=-588/1209,
18-20=-2230/1280, 20-21=2230/1280, 21-22=2271/1263, 6-9=-126/305, 9-11=-106/363,
11-14=-193/412,14-17=-94/271,19-21=-143/272
BOT CHORD 2-29=-247/677, 27-29=-189/540, 26-27=-779/446, 24-26=411/653, 22-24=1083/2108
WEBS 3-29=-500/1176, 3-27=-1766/911, 5-27=-748/622, 5-26=546/351, 13-26=946/617,
18-26=-2412/1474, 18-24=846/1780, 21-24=-35/351, 4-5=-608/514, 19-20=-335/305,
14-15=-556/407, 11-12=-254/54
NOTES-
1) Unbalanced roof live loads have been considered for this design.
This item has been
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
electronically signed and
3) Provide adequate drainage to prevent water ponding.
Sealed by Velez, Joaquin, PE
4) All plates are 2x3 MT20 unless otherwise indicated.
using a Digital Signature.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
'
Printed copies of this
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.
document are not Considered
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 1168 lb uplift at
signed and sealed and the
joint 27, 1495lb uplift at joint 26 and 625 lb uplift at joint 22.
Signature must be Verified
8) Girder carries hip end with 8-0-0 end setback.
On any elBCtct
electronic COp12S.
IC
9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Joaquin Velez No. 68182
10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at
MiTek USA, Inc. FL Cart 8634
26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the
6904 Parke East Blvd. Tampa FL 33610
responsibility of others.
Date:
11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
April 3,2020
andard
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19Y1020 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 rii/ SO
building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ItlliTek•
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 ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
M11323
T19884602
M11323
GRA
HIP
1
1
Job Reference (optional)
unamoers I cuss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:33 2020 Page 2
ID:_etC1 cxC3ixVV?huls?ypJyuFUK-QK4cPSEUat2zdOvM9s4Dlb5n5vPvlY6proo9XAzUUjq
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=54, 21-23=-54, 29-30=-20, 24-29=-47(F=-27), 24-33=-20, 3-11 =-1 26(F=-72), 11-21 =-1 26(F=-72)
Concentrated Loads (lb)
Vert: 29=-641(F) 24=641(F)
®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSUTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 — Tampa, FL 36610
Job
Truss
Truss Type
oty
Ply
M11323
T19884603
M11323
GRB
HIP
1
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:34 2020 Page 1
ID:SrRaEyyrgO4M78G4raWBLWyuFUJ-uWe?doF7LAApF9UZjacSOoe—iJjP 10by4SY3czUUjp
Tt O q 8-0.0 13 8-0 17 0-0 20 4-0 26-0-0 34-0-0 35-0-0
-0-0 8-0-0 1-0-0
Scale = 1:58.6
4.00 12
4x6 =
5xl2 MT18HS =
3x6 II
4x10 =
2x3 11 4x6 =
23 4 5 6
2x3 11
7 24
10 lz
5x6 = 6x12 =
5x12 MT18HS =
6x12 = 5x6 = 3x6 II
4x6 =
8 0 0 13-8-0 20-4-0 26-0-0
34-0-0
8-0-0 5-8-0 6-8-0 5-8-0
8-0-0
Plate Offsets (X,Y)—[3:0-9-0,0-2-8],[5:0-3-0,Edge1,[8:0-9-0,0-2-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/deft Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.80
Vert(LL) 0.22 16-19 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.68
Vert(CT) -0.30 16-19 >820 240
MT18HS 2441190
BCLL 0.0
Rep Stress Incr NO
WB 0.90
Horz(CT) 0.06 9 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 153 lb FT = 0%
LUMBER- BRACING -
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing.
WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-14,
8-13, 6-13
4-14,7-13: 2x6 SP No.2
REACTIONS. (size) 2=0-8-0, 13=0-8-0, 9=0-8-0
Max Horz 2=90(LC 7)
Max Uplift 2=-853(LC 8), 13=2590(LC 8), 9=-345(LC 8)
Max Grav 2=1451(LC 13), 13=4743(LC 15), 9=528(LC 14)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-3625/1950, 3-4=-2080/1236, 4-6=-2080/1236, 6-7=-1296/2589, 7-8=-129612589,
8-9=-751 /370
BOT CHORD 2-16=-172913460, 14-16=-1753/3525, 11-13=-262/733, 9-11=-241/668
WEBS 3-16=-435/1209, 3-14=-1552/774, 4-14=-837/691, 7-13=878/713, 8-13=-3635/1919,
8-11=-432/1204, 6-14=-1453/2814, 6-13=-3198/1807
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent water ponding.
4) All plates are MT20 plates unless otherwise indicated.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
'
This item has been
6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
electronically signed and
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 853 lb uplift at joint 2, 2590 lb uplift at
sealed by Velez, Joaquin, PE
joint 13 and 345 lb uplift at joint 9.
using a Digital Signature.
8) Girder carries hip end with 8-0-0 end setback.
Printed copies of this
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at
26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the
document are not considered
responsibility of others.
signed and sealed and the
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
signature must be Verified
LOAD CASE(S) Standard
on any electronic copies.
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Joaquin Velez PE No.68182
Uniform Loads (plf)
MiTek USA, Inc. FL Cert 6634
Vert: 1-3=-54, 3-8=1 31 (F=77), 8-10=-54, 16-17=-20, 11-16=49(F=29), 11-20=20
6904 Parke East Blvd. Tampa FL 33610
Date:
April 3,2020
®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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 M Tlek°
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 ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Type
Qty
Ply
M11323T19884603
Frupss
M11323
GRB
1
1
Job Reference (optional)
unarnoers i russ, tnc., ron coerce, rL 6.24U s Mar 9 2UZU Mrfek Industries, Inc. Fri Apr 3 07:54:35 2020 Page 2
ID: SrRaEyyrgO4M78G4raWBLWyuFUJ-MiCNg7G16UIgtJ31H H7hYOB9Sj3em Sr6J6HGb2zUUjo
LOAD CASE(S) Standard
Concentrated Loads (Ib)
Vert: 16=-641(F) 11=-641(F)
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1 M020 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 p q building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV �iTek,
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 ANS11TP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
M11323
T19884604
M11323
J2
MONO TRUSS
8
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL
-1-M
3x4 =
8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:35 2020 Page 1
ID:xl?zSlzTbJCDIIrGPH1 QukyuFUI-MiCNg7G16UlgtJ31HH7hYOBJ7iCDmgz6J6HGb2zUUjo
2-0-0
Scale = 1:7.8
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/deft Lid
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.18
Vert(LL) -0.00
7 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.07
Vert(CT) -0.00
7 >999 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MP
Weight: 8 lb FT = O%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.3
TOP CHORD
Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=67(LC 10)
Max Uplift 3=-28(LC 10), 2=136(LC 10), 4=-3(LC 7)
Max Grav 3=39(LC 15), 2=141(LC 1), 4=31(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3, 136 lb uplift at joint
2 and 3 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MITak USA, Inc. FL Cart 6834
8904 Parke East Blvd. Tampa FL 33610
Date:
April 3,2020
®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use ontywbh 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 prop edy 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 ANSUTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
M11323
T19884605
M11323
J4
MONO TRUSS
8
1
Job Reference o tional
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:36 2020 Page 1
ID: PDYLfd_5MdK4MSQTz?ZfRxyuFUH-gvml2TGNtoQXUTexr?ew5DjQW7UmV7DFYm 1 p8UzU Ujn
-1-0-0 4-0-0
1-0-0 4-0-0
3x4 =
4-0-0
LOADING (psf)
SPACING-
2-0 0
CSI.
DEFL.
in
(loc)
Ildefl
Lid
TCLL 20.0
Plate Grip DOL
1.25
TIC 0.39
Vert(LL)
0.02
4-7
>999
360
TCDL 7.0
Lumber DOL
1.25
BC 0.37
Vert(CT)
-0.02
4-7
>999
240
BCLL 0.0
Rep Stress Incr
YES
WE 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017/TP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=104(LC 10)
Max Uplift 3=-80(LC 10), 2=161(LC 10), 4=-7(LC 10)
Max Grav 3=90(LC 1), 2=207(LC 1), 4=69(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:11.1
PLATES GRIP
MT20 244/190
Weight: 14 lb FT = 0%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed 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 80 lb uplift at joint 3, 161 lb uplift at joint
2 and 7 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6834
8804 Parke East Blvd. Tampa FL 33610
Data:
April 3,2020
® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE.
'
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSUlp/f quality Criteria, DSB-89 and BCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
Ml1323
T19884606
M11323
J6
MONO TRUSS
8
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:36 2020 Page 1
ID:tP6jtz_j7xSx c_fxi4uz9yuFUG-qvml2TGNtoQXUTexr?ew5DjR?7MUV7DFYm1p8UzUUjn
-11-0 6-0.0
' 1-0-0 ' 6-0-0
3x4 =
6-0-0
6-0-0
LOADING (psi)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.36
Vert(LL)
0.11
4-7
>629
360
TCDL 7.0
Lumber DOL
1.25
BC 0.83
Vert(CT)
-0.12
4-7
>617
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -MP
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP No.3
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=142(LC 10)
Max Uplift 3=-131(LC 10), 2=-194(LC 10), 4=-8(LC 10)
Max Grav 3=145(LC 1), 2=279(LC 1), 4=102(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:14.6
PLATES GRIP
MT20 244/190
Weight: 20 lb FT = 0%
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=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads.
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
4) Refer to girder(s) for truss to truss connections.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 3, 194 lb uplift at
joint 2 and 8 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 3,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building 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 ANSUTP/f Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
M11323
T19884607
M11323
J8
MONO TRUSS
20
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:37 2020 Page 1
I D:tP6jtz_j7xSx_c_fXi4uz9yuFU G-J 5K7 FpH?d5YO6dD8Oi99eRGYgXqu EaTP m Qm N gxzU Uj m
1-0-0 8-0-0
1 0 0 B-0-0
Scale = 1:17.4
3x5 =
8-M
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
floc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.62
Vert(LL) 0.26
4-7 >367 360
MT20 244/190
TCDL 7.0
Lumber DOL 1.25
BC 0.38
Vert(CT) -0.30
4-7 >319 240
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2017rrP12014
Matrix -MP
Weight: 26 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 31
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=180(LC 10)
Max Uplift 3=-175(LC 10), 2=-228(LC 10), 4=-15(LC 10)
Max Grav 3=188(LC 1), 2=352(LC 1), 4=145(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-4-13, Interior(1) 2-4-13 to 3-1-13, Exterior(2) 3-1-13
to 7-11-8 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 175 lb uplift at joint 3, 228 lb uplift at
joint 2 and 15 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Velez, Joaquin, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cart 8634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 3,2020
® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall•
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 ANSf7TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
M11323
T19884608
M11323
KJB
MONO TRUSS
4
1
Job Reference (optional)
Chambers Truss, Inc., Fort Pierce, FL 8.240 s Mar 9 2020 MiTek Industries, Inc. Fri Apr 3 07:54:38 2020 Page 1
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1-5-0 7-3.4 11-M
15-0 7-3-4 3-11-12
3x4 = V
Scale = 1:20.3
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL. in
(loc) I/defl Ud
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.29
Vert(LL) 0.07
7-10 >999 360
MT20 244/190
TCDL 7.0
Lumber DOL
1.25
BC 0.30
Vert(CT) -0.12
7-10 >999 240
BCLL 0.0 '
Rep Stress Incr
NO
WB 0.46
Horz(CT) 0.02
6 n/a n/a
BCDL 10.0
Code FBC2017/TPI2014
Matrix -MS
Weight: 44 lb FT = 0%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 8-9-6 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-11-5, 6=Mechanical
Max Horz 2=244(LC 8)
Max Uplift 4=-205(LC 8), 2=-305(LC 8), 6=-286(LC 8)
Max Grav 4=245(LC 13), 2=466(LC 1), 6=590(LC 13)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1151/523
BOT CHORD 2-7=-687/1126, 6-7=-687/1126
WEBS 3-7=0/330, 3-6=-1236/755
NOTES-
1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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 4, 305 lb uplift at
joint 2 and 286 lb uplift at joint 6.
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
This item has been
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
electronically signed and
Uniform Loads (plf)
sealed by Velez, Joaquin, PE
Vert: 1-2=54
using a Digital Signature.
Trapezoidal Loads (plf)
Vert: 2=0(F=27, B=27)-to-4=-152(F=-49, B=-49), 8=0(F=10, B=1 0)-to-5=-56(F=1 8, B=-18)
d lncopies les of this
p
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Joaquin Velez PE No.68182
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
April 3,2020
® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
°
Design valid for use only with MTeM 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 property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component
6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601
Tampa, FL 36610
Symbols Numbering System General Safety !Votes
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.
0-11fi r
For 4 x 2 orientation, locate
plates 0- ''i8' 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
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
�r 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.
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
1 2 3
TOP CHORDS
C1-2 C2-3
WEBS c,,,1 4
0 O
u U
d
~ c7-8 C6-7 CS-6 0
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. 5/19/2020
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSI/TPI 1.
7. Design assumes trusses will be suitably protected from
the environment in accord with ANSI/rPI 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
ANSIfrPI 1 Quality Criteria.
21.The design does not take into account any dynamic
or other loads other than those expressly stated.