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HomeMy WebLinkAboutTrussNil
MiTek
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
RE: Ron —Peters - Ron Peters
MiTek USA, Inc.
Site Information:
6904 Parke East Blvd.
Customer Info: KL Adams Project Name:. Model: . Tampa, FL 33610-4115
Lot/Block:
Subdivision: .
Address: ., .
City: Fort Pierce
State: FL
Name Address and License # of Structural
Engineer of Record, If there is one, for the building.
Name:
License #:
Address:
City:
State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014
Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16
Wind Speed: 160 mph
Roof Load: 40.0 psf
Floor Load: N/A psf
This package includes 10 individual, Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date
1
T25933448
A
11/10/21
2
T25933449
B
11/10/21
3
T25933450
B1
11/10/21
4
T25933451
DGEA
11/10/21
5
T25933452
DGEB
11/10/21
6
T25933453
GRA
11/10/21
7
T25933454
SDGEA
11/10/21
8
T25933455
V4
11/10/21
9
T25933456
V8
11/10/21
10
T25933457
V12
11/10/21
The truss drawing(s) referenced above have been prepared by MiTek USA, Inc.
under my direct supervision based on the parameters
provided by Mayo'Truss Company, Inc..
Truss Design Engineer's Name: Lee, Julius
My license renewal date for the state of Florida is February 28, 2023.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCO's customers file reference purpose only, and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2.
1111f11'
S OFF if,�
69
�cc=
STATE OF
11111
Julius Lee PE No.34869
Welk USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
November 10,2021
Lee, Julius 1 of 1
Job Truss Truss Type Qty Ply Ron Peters
T25933448
�RON—PETERS IA Common 17 11
_� Reference (o tional
Mayo Truss Company, Inc., Mayo, FL - 32066, 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 914:36:00 2021 Page 1
I D:GaBfboMJKjN W GCtPTNeHnOyKwgo-9M6d7uBeaU2aVnKsN6sovSQvvSj W M9MMIwd7DkyKu3D
I — -2 0 0 --`-- — 7-6-0 --- -i — -- — 15 0 0 -- 17.0-0
2.0-0 7-6-0 7-6-0 �—'
Scale=1:30.8
5.00112 i
13
o,;
3x4 =
LOADING (psf) i SPACING- 2-0-0 i
CSI.
TCLL 20.0 Plate Grip DOL 1.25 1
TC 0.31
TCDL 10.0 Lumber DOL 1.25 i
BC 0.32
BCLL 0.0 Rep Stress Incr YES
WB 0.13
BCDL 10.0 Code FBC2020/TPI2014 i
Matrix -AS
LUMBER -
TOP CHORD 2x4 SP M 30,
BOT CHORD 2x4 SP M 30
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 4=0-8-0
Max Horz 2=126(LC 11)
Max Uplift 2=401(LC 12), 4=401(LC 12)
Max Grav 2=723(LC 1), 4=723(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-931/663, 3-4=-931/663
BOT CHORD 2-6=-391/793, 4-6=-391/793
WEBS 3-6=0/336
5x6 =
14
4 I•�
6
2x4 !i 3x4 = \�
DEFL. in (loc) Well L/d PLATES GRIP
Vert(LL) 0.08 6-12 >999 240 MT20 2441190
Vert(CT) -0.13 6-12 >999 180
Horz(CT) 0.01 4 n/a rile
Weight: 58 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 7-6-0, Exterior(2R)
7-6-0 to 10-6-0, Interior(1) 10-6-0 to 17-0-11 zone; cantilever left and right exposed ; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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=401,4=401,
7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
`01u n 18111"1
040
34869
• ; cc 0
••
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
November 10,2021
WARf44NCi - Vetity design psramelaie attd READ NOYES ON THIS At7D INCLUDED ALRBt RE'F6T2'Et4CE PALiE Mll-7479 rev, 511912020 BEFORE USE.
Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MOW
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I I
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Inslitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 I Tampa, FL 366110
Joo , 1 Truss Truss Type
RON_PETERS B Common
� I
Ply i Ron Peters
7 i 1
T25933449
mayu i rubs tympany, mc., Mayo, VL. - Jzubb, 8.430 s Aug 162021 MiTek Industries, Inc. Tue Nov 914:36:09 2021 Page 1
ID:GaBfboMJKjN W GCIPTNeHnOyKwgo-05910zlHTFA14AWbPV WvmM[TbjmuzDSgNq Iz2jyKu34
2-0.0 6.3-0 12-6-0 --_� - 18-9.0 — —l—_ 25.0-0 27.0.0 _1
2.0-0 6-3-0 6-3-0 6-3.0 6-3-0 2.0-0
Scale=1:46.9
3x5 =
5.00112
16 '/
1.5x4
9-1-4
----- 9-1.4 ---
9
3x4 =
4x6 =
4
17
1.5x4
\ 5
8 + -
` � 7
3x4 = 3x5 = `
F late Uttsets (X,Y)— 12:0-0-Z,Edgel, 6[ 0-0-2,Edge]
--
LOADING (psf) j
SPACING- 2-0-0
! CSI.
DEFL. in
(loc) I/deft L/d PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
! TC 0.25
Vert(LL) -0.13
9-12 >999 240 MT20 244/190
TCDL 10.0
Lumber DOL 1.25
BC 0.43
Vert(CT) -0.29
9-12 >999 180
BCLL 0.0
Rep Stress Incr YES
WB 0.20
Horz(CT) 0.05
6 n/a n/a
BCDL 10.0 i
Code FBC2020/TP12014
Matrix -AS
Weight: 113 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 6=0-8-0
Max Horz 2=195(LC 11)
Max Uplift 2=-567(LC 12), 6=-567(LC 12)
Max Grav 2=1123(LC 1), 6=1123(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1974/1101, 3-4=-1674/935, 4-5=-1674/935, 5-6=-1974/1100
BOT CHORD 2-9=-849/1790, 8-9=-446/1193, 6-8=-883/1790
WEBS 4-8=-223/539, 6-8=446/418, 4-9=-223/539, 3-9=-445/418
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interlor(1) 0-7-13 to 12-6-0, Exterior(2R)
12-6-0 to 15-6-0, Interior(1) 15-6-0 to 27-0-11 zone; cantilever left and right exposed ; 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) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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 (jl=lb)
2=567, 6=567.
7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
,011111111///I,
vL1US
0 34869
:ir_
do
10
Julius Lee PE No.34869
MITek USA, Inc. FL Cart 6fi34
6904 Parke East Blvd. Tampa FL 33610
Date:
November 10,2021
WARNING - VerrTy design paramxters and READ NDT%S ON TNiS AND INCLUDED MITEK REFERENCE PAGE MIl•7473 rev. 31I9202D BEFORE USE.
Design valid for use only with Mrrek® 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�
i building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ilniTek�
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610
JUD r
Icon Meters
I ! 1 1 i T25933450
IRON_PETERS IB1 Common 7 1�
Job Reference (optional)
Mayo Truss Company, Inc., Mayo, FL - 32066. 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 9 14:36:22 2021 Page 1
ID:GaBfboMJKjNWGCtPTNeHnOyKwgo-VbRxIPSRPFpS7974gkFyo5Kg8yBaW5cbMLy9_TyKu2l
-2-0_0 6-3.0 12-6.0 18-9-0 25-0.0
�2-0-0 --- 6 3 0 ---- -` 6-3-0 ---1--- — 6 3 0 6-3-0
3x5 =
46 =
5.00 F12 15 ,i �/ `�\`� 16
1.5x4 •��� /; 1.5x4
8
3x4 =
7
3x4 =
Scale=1:44.0
4x4 =
Iv
0
Plate Offsets.(X,Y)- i2:0-0-2,Edg,J 6:0-1-6,Eqqe1
—
LOADING (psi) i SPACING- 2-0-0 I CSI.
DEFL. in
(loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 I TC 0.26
Vert(LL) -0.14
7-11 >999 240 I MT20 244/190
TCDL 10.0 Lumber DOL 1.25 1 BC 0.45
Vert(CT) -0.33
7-11 >920 180
BCLL 0.0 Rep Stress Incr YES WB 0.21
Horz(CT) 0.05
6 n/a n/a
BCDL 10.0 ; Code FBC2020/TPI2014 Matrix -AS
--- --_—
Weight: 110 lb FT = 20%
LUMBER-
BRACING-
----- — ----
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=Mechanical, 2=0-8-0
Max Horz 2=192(LC 11)
Max Uplift 6=-408(LC 12). 2=-574(LC 12)
Max Grav 6=995(LC 1). 2=1128(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1986/1130, 3-4=-1685/963, 4-5=-1681/974, 5-6=-2011/1158
BOT CHORD 2-8=-968/1801, 7-8=-531/1206, 6-7=-977/1830
WEBS 4-7=-231/545, 5-7=-476/443, 4-8=-219/533, 3-8=-446/420
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 8=45ft; L=25ft eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E)-2-0-11 to 0-7-13, Interior(1) 0-7-13 to 12-6-0, Exterior(2R)
ever left and right exposed ; end left and
member forces grip
MWenR
pond
load shown.60
3 Building r engineer responsible verilmnerappl applied roof llivee
9 1 9 P verifying PP covers ran loading requirements specific
9 q P
, F �ii
to the use of this truss component.
4) This truss has been designed for 10.0 bottom
��� • G E N
•�� SF��•
a psf 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.
NO 34869
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)
6=408,2=574.
8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
sheetrock be applied directly to the bottom chord.
a
AS
FS•40R1..
G`��
,0NA"1
11,
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 66M
6904 Parke East Bhrd. Tampa FL33610
Date:
November 10,2021
A WARNING - Ve* design parameters wit READ NOTES ON TKS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. WISM23 BEFDRE 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 andfor 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
M 1l
MOW
fabricatIon, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIf Quality Criteria, DSB-89 and BCSI Building Component
Safety Inrormaflon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parke East Blvd.
II
—
Tampa, FL 36610
IJob ITruss ITruss Type
i RON PETERS I DGEA i Common Supported Gable
---- �— ------
Mayo Truss Company, Inc., Mayo, FL - 32066,
Qly I Ply I Ron Peters
T25933451
_ — ! I _ IJob Reference (optional)
8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 9 14:37:03 2021 Page 1
ID:GaBfboMJKjN W GCtPTNeHnOyKwgc-pUQRLRx91r—eYTezZrUaylXiTUGedfVdnDNgxbyKu2E
15.0.0
44 =
Scale: 1/2"=1'
5.00 i 12
1.5x4 i!
i• �-
� .� 1.5x4 11
.`\ �4`
;I 9 /�
I
'.
'\.
10
��
,'L-
I_ I
5
3x4 =
6
1.5x4 !I
7
1.5x4 !I
6
1.5x4 li
3x4 C�
--.._-- --._...-- ----
15-0.0
15-0-0
PLATES GRIP
LOADING (psf) i SPACING- 2-0-0 I CSI. DEFL, in (loc) I/deft
Lid
TCLL 20.0 I Plate Grip DOL 1.25
TC 0.22
Vert(LL)
n/a n/a
999
MT20 244/190
TCDL 10.0 Lumber DOL 1.25
I BC 0.10
Vert(CT)
n/a n/a
999
BCLL 0.0 ( Rep Stress Incr YES
WB 0.16
Horz(CT)
0.00 5 n/a
n/a
BCDL -_ 10.0 Code FBC2020/TP12014
i Matrix-S
I
Weight: 53 lb FT = 20%
LUMBER-
- -
BRACING -
—
-- - —
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied or 6-0-0 oc purling.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 15-0-0.
(lb) - Max Horz 1=90(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)1, 5, 7 except 8=-217(LC 12), 6=-217(LC 12)
Max Grav All reactions 250 lb or less at
joint(s) 1, 5, 7 except 8=421(LC 17), 6=420(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
WEBS 2-8=-300/534, 4-6=-299/534
NOTES-
1) Unbalanced roof live loads have been considerdd for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat.
II; Exp C; Encl., GCpf=0,18; MWFRS (directional) and C-C Corner(3E) 0-8-2 to 3-8-2, Exterlor(2N) 3-8-2 to 7-6-0, Corner(3R) 7-6-0
to 10-6-0, Exterior(2N) 10-6-0 to 14-3-14 zone; cantilever left and right exposed ; 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) 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.
1111f 1�0��
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
`,IIf
�����,'
`,,J`,US
5) Gable requires continuous bottom chord bearing.
�`� '•\C E f11 rs •• ♦♦I
Fes•.•
6) Gable studs spaced at 2-0-0 oc.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
♦ �.
No 34869 0
8) : This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
* .•
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except
Qt=lb) 8=217, 6=217.
NA�
Julius Lee PE No.34869
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
November 10,2021
WARNING -verily clesign parameters and READ NOTES M4 THiS AND INCLUDED MM REFERENCE PACE Mil-7473 rev. S799Y= BEFORE USE,
Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate This design into the overall
building design. Bracing indicated is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and. permanent bracing
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
i MOW
I Itl1�
lW
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Prf Quality Crlterla, DSB-89 and BCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
i 6904 Parke East Blvd.
I Tampa, Fl. 36610
'JOD . Iruss
I
RON_PETERS ,DGEB
Common Supported Gable
Kon Peters
1
T25933452
o Truss Company, Inc., Mayo, FL - 32066, 8.430 s Aug 16 2i MITek Industries, Inc. Tue Nov 914:37:25 2021 Page 1
ID:GaBfboMJKjN W GCtPTNeHnOyKwgo-9jlmzyCyZcIWBrJBsTukrNRUPLoRncfsrei_IJyKu1 u
--- - - 2.6-0 — 25-0-0
12-6.0 — -- ---- ,--- ---- 12-6-0 —�
Scale = 1:40.1
40 '=
6
3x4 = 21 20 19 18 17 16 15 14 13 12 3x4
3x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/dell
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.12
Vert(LL)
n/a
n/a
999
MT20 244/190
TCDL 10.0
Lumber DOL
1.25
I BC 0.06
I Vert(CT)
n/a
n/a
999
BCLL 0.0
Rep Stress Incr
YES
WB 0.11
Horz(CT)
0.00 11
n/a
n/a'
BCDL 10.0
Code FBC2020/TP12014
I Matrjx-S
I
Weight: 113 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.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 25-0-0.
(lb) - Max Horz 1=-158(LC 10)
Max Uplift All uplift 100 lb or less atjolnt(s) 1, 11, 17, 19. 20, 15, 14, 13 except 21=-165(LC 12).
12=-165(LC 12)
Max Grav All reactions 250lb or less atjoint(s) 1, 11, 16, 17, 19, 20, 15, 14, 13 except 21=319(LC 17),
12=319(LC 18)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 5-6=-103/283, 6-7=-103/282
WEBS 2-21=-231/380, 10-12=-231/380
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 8=45ft; L=25ft; save=2ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3E) 0-8-2 to 3-8-2, Exterior(2N) 3-8-2 to 12-6-0, Corner(3R)
12-6-0 to 15-6-0, Exterior(2N) 15-6-0 to 24-3-14 zone; cantilever left and right exposed ; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5) All plates are 1.5x4 MT20 unless otherwise indicated.
6) Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0-0 oc.
8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 17, 19, 20,
15, 14, 13 except Gt=lb) 21=165, 12=165.
'30us tEF%►,,.
.` •'�GENS•• ��i
34869
.�,,p� • • O R ,
0 IN AIL
1411111111
Julius Lee PE No.34869
MITek USA, Inc. FL Cert 6634
6904 Parke East Blvd, Tampa FL 33610
Date:
November 10,2021
I A WARNING - Nenly design parameters mid READ NOTES ON THIS AM MCLUDED WTEK REFERENCE PAGE M I-74M rev. S}19i1ta30 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 1s to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i MOW
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 ANSUrPI1 Qualify Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. I
I Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
i
'RON PETERS
GRA
2
Ron Peters
T25933453
Maya Truss Company, Inc., Mayo, FL - 32066, 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 9 14:37:33 2021 Page '
ID:GaBfboMJKjN WGCtPTNeHnOyKwgo-wFEnehJ-g3mO94xkK81 cA3nolaO6f9Z2hueQ_ryKu 1 m
--- ----5-0.0--------7-6.0---i----- 10-0.0 15.0-0
5-0.0 2.6.0 2-6-0--- i - - —
2.6 5.0-0
-B
A
4x8 =
4x4 =
5.00112 3x5
i
13 14 8 15 7 16
HUS26 HUS26 3x10 II HUS26 4x8 -
HUS26
Scale = 1:24.7
3x5 -Z
4
i
6 17 I o
HUS26 le
3x10 II 4x8 =
HUS26 HUS26
5-0.0 7.6-0 10-0-0
I-'-- --- ---- T--..- ._ 15-0.0
-' -'— -----1 --- —� 5-0-0 2-6-0 _' -_ 2-6-0 5-0-0
LOADING (psf) SPACING-
2-0-0
CSI.
TOLL 20.0 Plate Grip DOL
1.25
TC 0.36
TCDL 10.0 Lumber DOL
1.25
BC 0.52
BCLL 0.0 Rep Stress Incr
NO
I
I WB 0.44
BCDL 10.0 i Code FBC2020/TPI2014
I Matrix -MS
LUMBER -
TOP CHORD 2x4 SP M 30
BOT CHORD 2x6 SP 240OF 2.0E
WEBS 2x4 SP No.3 *Except*
3-7: 2x4 SP M 30
�o
DEFL.
in
(loc)
I/deft
L/d I PLATES GRIP
Vert(LL)
0.12
6-12
>999
240 MT20 2441190
Vert(CT)
-0.17
6-12
>999
180
Horz(CT)
0.05
5
n/a
n/a
Weight: 164 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=0-8-0, 5=0-8-0
Max Horz 1=-99(LC 6)
Max Uplift 1=-1614(LC 8), 5=-1824(LC 8)
Max Grav 1=3768(LC 1), 5=4257(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 1-2=-7859/3381, 2-3=-5715/2502, 3-4=-5718/2503, 4-5=-7969/3429
BOT CHORD 1-8=-3059/7246, 7-8=-3059/7246, 6-7=-3105/7355, 5-6=-3105/7355
WEBS 3-7=-1839/4246, 4-7=-2724/1218, 4-6=-928/2296, 2-7=2584/1158, 2-8=-881/2188
NOTES-
1) 2-ply truss to be connected to§ether with 10d (0.131"x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
+I; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber
DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) This truss has been designed for a 10.0 psf bottom chard 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.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)
1=1614, 5=1824.
9) Use USP HUS26 (With 14-16d nails into Girder & 4-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12
from the left end to 14-0-12 to connect truss(es) to front face of bottom chord.
10) Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
,`�� �vL1US L �i
FF��
ti 34869
it
oo
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
Continued on page 2
November 10,2021
I WARNING -Ven design �
TY w parameters c and READ NOTES ON T4i1S based
o ly upon parameters
REFERENCE PAGE In. Individual
rev. building
co BEFORE USE: 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 i
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 I MOW
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M it
j fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PIl Quality Criteria, DSB-89 and BCSI Building Component , Blvd.
e East
I Safety Information available from Truss Plate Institute, 2670 Crain Highway" Suite 203 Waldorf, MD 20601 6904 Park
I Tampa, rk East
Job 'Truss ITruss Type
j
RON PETERS ! GRA Common Girder
I
Mayo Truss Company, Inc., Mayo, FL - 32066.
Kon Peters
T25933453
i s
2 Job Reference (optional)
8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 914:37:33 2021 Page
ID:Ga6fboMJKjN W GCtPTNeHnOyKwgo-wFEnehJ_g3mO94xkK81 cA3nolaO6f9Z2hueO_ryKul m
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-60, 3-5=-60, 1.5=-20
Concentrated Loads (lb)
Vert: 6=-975(F) 12=-976(F) 13=-975(F) 14=-975(F)15=-975(F) 16=-975(F) 17=-975(F)
A WARNING - READ ROM ON TtM AND Oii UBW BdiW REFERENCE PAGE MII-7473 rev. Sr19Qi120 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 buildingdesigner must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling ofindividual 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 properly damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 Quality Criferla, DSB•89 and SCSI Building Component
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
MOW
6904 Parke East Blvd,
Tampa, FL 36610
;I uss Truss Type
RON-PETERS SDGEA jGABLE
Mayo Truss Company, Inc., Mayo, FL - 32066.
�'-- ---- 7-6-0
7-6.0
City IPly I Ron
I
T25933454
8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 914:37:44 2021 Page 1
ID:GaBfboMJKjN W GCtPTNeHnOyKwgo-6NPxySRt5S8gzmGrTyjB6OkhhOBSkB2fD5pVtiyKul b
15.0.0
---- — 7 6 0 - —I
4x8 =
Scale: 1/2"=l'
2
5.00112
18
19
20
3
o
3x10 :
4
3x10
LOADING (psf) SPACING- 2-0-0 CSI.
DEFL. In
(loc) Udell L/d PLATES GRIP
TCLL 20.0 I Plate Grip DOL 1.25 TC 0.31
Vert(LL) 0.13
4-13 >999 240 MT20 244/190
TCDL 10.0 i Lumber DOL 1.25 BC 0.41
i
Vert(CT) -0.18
4-15 >956 180
BCLL 0.0 Rep Stress Incr YES I WB 0.13
I Horz(CT) 0.04
3 n/a n/a
BCDL- - 10.0— Code FBC2020ITP12014 I Matrix -AS
Weight: 561b FT=20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 30
TOP CHORD
Structural wood sheathing directly applied.
BOT CHORD 2x4 SP M 30
BOT CHORD
Rigid ceiling directly applied.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-8-0, 3=0-8-0
Max Horz 1=-95(LC 10)
Max Uplift 1=-238(LC 12), 3=-238(LC 12)
Max Grav 1=573(LC 1), 3=573(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown.
TOP CHORD 1-2=-989/785, 2-3=-989/786
BOT CHORD 1-4=-592/860, 3-4=-592/880
WEBS 2-4=-54/348
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 7-6-0, Exterjor(2R) 7-6-0 to
10-6-0, Interior(1) 10-6-0 to 14-8-0 zone; cantilever left and right exposed ; 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
` 1111111118181" ,
,
i.I
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
��` J'36us i",
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
%%
E AI g •••��i�
4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
.•'�G
-* F•• i
to the use of this truss component.
`� .00
5) Ali plates are 1.5x4 MT20 unless otherwise indicated.
34869
6) Gable studs spaced at 2-0-0 oc.
* �•
7) This truss has been designed for a 10.0 psf bottom chord live load non concurrent with any other live loads.
••
8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9)
;• �:
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
••
0
1=238, 3=238.
10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum
�� P •.
�I� ••
R 1 O. ��
sheetrock be applied directly to the bottom chord.
•� •• ����
Julius Lee PE No.34869
MITek USA, Inc. FL Cert 6634
69H Parke East Blvd. Tarnpa FL 33610
Date:
November 10,2021
i A WARN'N - Vetdy desi!P P`n mefeas trod READ NOTES ON THIS AND INCCLUO£D MREK REFERENCE PAGE NH-7473 S+1s7= BEFORE
rev. USE.
Design valid for use only with MITek0 connectors. This design Is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
i �-
i! building design. Bracing indicated is to prevent buckling of Individual [fuss 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 properly damage. For general guidance regarding the
MOW
I fabdcaflon, storage, delivery, erection and bracingof trusses and truss systems, see ANSI/7PH Quality Criteria, DSB.89 and SCSI Building Component
Safety Information available from Truss Plate Inslilute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601
6904 Parka East Blvd.
ParkeEast
Tampa, I
IRON PETERS
—a. Y-o Truss Company,
i—
I
(Truss r TTruss Type
i V4 i Valley
B
Ron Peters
T25933455
FL - 32066, 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 914:37:53 2021 Page 1
ID:GaBfboMJKjNWGCtPTNeHnOyKwgo-L5RLrXYWzCHYY8SaVLOI HCF78JrLIL_H7UThhyKulS
2-0-0 4-0-0
--'-- 2-0-0----- -'-t-- ------ ---- '
2x4 .,
2-0-0
3x4 =
5.00 I112 2
I 3
2x4
LOADING (psf)
SPACING- 2-0-0
i CSI.
DEFL.
in (loc)
I/deft
L/d
TCLL 20.0
Plate Grip DOL 1.25
TC 0.14
Vert(LL)
n/a
n/a
999
TCDL 10.0
Lumber DOL 1.25
BC 0.13
Vert(CT)
n/a -
n/a
999
BCLL 0,0
Rep Stress Incr YES
WB 0.00
i Horz(CT)
-0.00 3
n/a
n/a
BCDL 10.0
Code FBC2020/TPI2014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.3
BOT CHORD 2x4 SP No.3
REACTIONS. (size) 1=3-10-13, 3=3-10-13
Max Horz 1=17(LC 11)
Max Uplift 1=-42(LC 12), 3=-42(LC 12)
Max Grav 1=102(LC 1). 3=102(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
BRACING -
TOP CHORD
BOT CHORD
Scale = 1:7.5
PLATES GRIP
MT20 244/190
Weight: 10 lb FT = 20%
Structural wood sheathing directly applied or 4-0-0 cc purling.
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 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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 tobearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
.f��ui�n�����
°°� ..........�
0 34869
�-0 cop
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
69B4 Parke East Blvd. Tampa FL 33610
Date:
November 10,2021
A WARNW3 - ban'ty design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERBNCE PAGE AOF7473 rev. sner202a BEFORE USE.
j Design valid for use only with.MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not
I a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate [his 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/17P11 Quality Criteria, DSB-89 and BCBI Building Component I Blvd.
e East Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, 6904 Parkrk 3ast
Job
RON_PETERS
Mayo Truss C
i
I
Iruss
V8
1
2x4 -
Ron Peters
1 1 1
T25933456i
i
FL - 32066, 8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 914:37:55 2021 Page 1
ID:GaBfboMJKjN W GCtPTNeHnOyKwgo-HUZ6GDanVgXGnScycmQm3ihU UR7XpBLHIJzalayKul Q
4.0-0
2
5.00 j 12
/ I
- 1
/ t
%" II
4
1.5x4 li
4x4 =
8-0-0
LOADING (psf) I
SPACING- 2-0-0
CS].
DEFL.
in (loc)
I/defl
Ud
TCLL 20.0 I
Plate Grip DOL 1.25 1
TC 0.59
1 Vert(LL)
n/a
n/a
999
TCDL 10.0 i
Lumber DOL 1.25 ;
BC 0.18
Vert(CT)
n/a
n/a
999
BCLL 0.0
Rep Stress Incr YES
WB 0.10
Horz(CT)
0.00 3
n/a
n/a
BCDL 10.0 i
Code FBC2020/TP12014 I
Matrix-P
2x4
Scale = 1:14.6
3
PLATES GRIP
MT20 244/190
Weight: 24lb 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 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=7-10-13, 3=7-10-13, 4=7-10-13
Max Horz 1=-43(LC 10)
Max Uplift 1=-70(LC 12), 3=-70(LC 12), 4=-77(LC 12)
Max Grav 1=129(LC 1). 3=129(LC 1), 4=266(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS 2-4=-184/321
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; cantilever left and right exposed; 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) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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) 1, 3, 4.
{{{{11111111��
``��vL1US Li F
.:CENS 'o
No 34869
yE
n %) Fr /' • Ili
Julius Lee PE N0.34869
MiTek USA, Inc. FL Cert 6634
69M Parke East Blvd, Tampa FL 33610
Date:
November 10,2021
i A ytlN2NING - Veray, design puamtit,s end READ MOTES ON THIS AND tMCl91DED tdliEti REFERENCE PAGE Alll-7493 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 I
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 Id prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I MOW is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the i
I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS111 Plf Quality Criteria, DSB-89 and SCSI Building Component I 6904 Parke East Blvd.
iSafety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 Tampa, FL 36610 !
Truss
i
!RON_PETERS IV12
Mayo Truss Company, Inc., L Mayo, FL - 32066,
Qty I Ply
1 I 1
T25933457
8.430 s Aug 16 2021 MiTek Industries, Inc. Tue Nov 914:37:49 2021 Page 1
ID:GaBfboMJKJN WGCIPTNeHnOyKwgo-SKCg79VOv_n63X9pGVJMpRRQu l tjPTMOMN W GYwyKul W
---1___ 12-0.0
46 =
2
�i�i Oi�i�i� �i�i�0i`i�i�i� �i�i�i�i i i i �i4�i i�i�i i i�i0 � i�i� J� �i i� �i i �������������� � OAS � J� � J�64D �i D4 � J� 4 �'.•�OL � J�4 �. �i� J� �, OJi � � � � 00� � JPO �'J� �'�
3x4
4
1.5x4 II
3x4
Scale = 1:18.9
LOADING (psf)
SPACING-
2-0-0
CST.
DEFL.
in
(loc) I/dell Ltd PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.79
1 Vert(LL)
n/a
n/a 999 MT20 244/190
TCDL 10.0
Lumber DOL
1.25 4
BC 0.46
Vert(CT)
n/a
n/a 999
BOLL 0.0 !
Rep Stress Incr
YES
WB 0.13
Horz(CT)
0.00
3 n/a n/a
BCDL _ 10.0
Code FBC2020/TPI2014
Matrix-S
I Weight: 38lb 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
BOT CHORD
Rigid telling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=11-10-13, 3=11-10-13. 4=11-10-13
Max Horz 1=-70(LC 10)
Max Uplift 1=-91(LC 12), 3=-91(LC 12), 4=-168(LC 12)
Max Grav 1=189(LC 21). 3=189(LC 22), 4=474(LC 1)
FORCES. (ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
WEBS 2-4=-320/428
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-8-12 to 3-8-12, Interior(1) 3-8-12 to 6-0.0, Extedor(2R)
6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-3-4 zone; cantilever left and right exposed ; 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) Building Designer Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) 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) 1, 3 except (jt=lb)
4=168.
I
i
0 34869
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
69M Parke East Blvd. Tampa FL 33610
Date:
November 10,2021
WARNING - Ven:y design parameters arM REAL? NDTES ON THIS AND INCLUDED MREK REFERENCE PAGE MI1-7473 rev, Sr1912020 BEFOREUSE
Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not I�•
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 RAe
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Mrrk'
fabrication. storage, delivery, erection and bracing of Trusses and Truss systems, see ANSI?P/} Quality Criteria, DSB•89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 i �_-
a
Symbols
PLATE LOCATION AND ORIENTATION
-01 14-13/4' 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.
�'I/1I1fi�
T1
I
For 4 x 2 orientation, locate
plates 0- '11s' from outside
edge of truss.
This symbol indicates the
required direction of slots in
connector plates.
Plate location details available in MiTek 20/20
software or upon request.
PLATE SIZE
The first dimension is the plate
4 x 4 width measured perpendicular
to slots. Second dimension is
the length parallel to slots.
LATERAL BRACING LOCATION
Indicated by symbol shown and/or
by text in the bracing section of the
output. Use T or I bracing
if indicated.
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
of
O
O
IL
F--
Numbering System
6-4-8 dimensions shown in ft-in-sixteenths
(Drawings not to scale)
2 3
TOP CHORDS
a 7 6 5
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Reports:
ESR-1311, ESR-1352, ESR1988
ER-3907, ESR-2362, ESR-1397, ESR-3282
Trusses are designed for wind loads in the plane of the
truss unless otherwise shown.
Lumber design values are in accordance with ANSI/TPI 1
section 6.3 These truss designs rely on lumber values
established by others.
© 2012 MiTek® All Rights Reserved
'K.
MiTek (&
MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020
A General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
1. Additional stability bracing for truss system, e.g.
diagonal or X-bracing, is always required. See BCSI.
2. Truss bracing must be designed by an engineer. For
wide truss spacing, individual lateral braces themselves
may require bracing, or alternative Tor I
bracing should be considered.
3. Never exceed the design loading shown and never
stack materials on inadequately braced trusses.
4. Provide copies of this truss design to the building
designer, erection supervisor, property owner and
all other interested parties.
5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
joint and embed fully. Knots and wane at joint
locations are regulated by ANSUTPI 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 puriins provided at
spacing indicated on design.
14. Bottom chords require lateral bracing at 10 fl. 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
ANSVTPI 1 Quality Criteria.
21.The design does not take into account any dynamic
or other loads other than those expressly stated.