HomeMy WebLinkAboutFloor Truss Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek�
RE: J41630 - Caruso Residence MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: AJT Construction Consulting Project Name: Caruso Model: . Tampa, FL 3361 0-41 1 5
Lot/Block: . Subdivision: .
Address: 4805 Watersong Way, .
City: Ft. 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: N/A Wind Speed: N/A mph
Roof Load: N/A psf Floor Load: 65.0 psf
This package includes 6 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 T24108595 FG01 5/25/21
2 T24108596 FG02 5/25/21
3 T24108597 FT01 5/25/21
4 T24108598 FT02 5/25/21
5 T24108599 FT03 5/25/21
6 T24108600 FT04 5/25/21
The
under my truss
directrawin u�pervision based on the parame es)referenced above have been rspared by MiTek USA,Inc. ��♦♦♦♦♦01�ju: ��������
i
provided by East Coast Truss. •.��G E •�.••• ���
Truss Design Engineer's Name: Lee, Julius 6
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 STATE OF : 44/
that the engineer named is licensed in the jurisdiction(s)identified and that the •• �.41
designs comply with ANSI/TPI 1. These designs are based upon parameters �i'�•• 4 P;•• ��
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �� S `�?♦�
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 eI11'0 N A',,,�♦♦
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, Julius Lee PE No.34869
the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
Lee, Julius 1 of 1
Job Truss Truss Type Qty Ply Caruso Residence
T24108595
J41630 FG01 FLOOR GIRDER 2 q
J Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:57:39 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-CNG_mPlvLbgLJQlydgHybHiyanCrdOH1 V8Eg?OZD_4A
2-6-0 2-2-4 2-0-0 2-10-6 3-2-2
Scale=1:42.9
ALL CONCENTRATED LOADS
MUST BE EQUALLY DISTRIBUTED
TO EACH PLY OF THE TRUSS.
3x8—
1x4 3x6= 1x4 II 3x4= 3x8= 1x4 II 4x4= 2x4 II 4x10= 7x8=
14x8 2 3 4 5 6 7 8 9 10 11 12
0
0
N
22 21 20 19 18 17 16 15 14 13
4x6= 4x6= 4x8= 7x6 WB=3x8= 2x4 I I 8x14= 6x8= 4x6=
6x8=
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
19-1-8 26-0-0
19-1-8 6-10-8
Plate Offsets(X,Y)-- [11:0-3-8,0-2-0],[14:0-3-8,0-3-0],[15:0-2-10,0-4-12],[17:0-3-8,0-1-8],[21:0-3-0,0-3-4]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.44 15-16 >693 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.71 15-16 >430 240
BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.08 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:467 lb FT=11%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purlins,
1-5:2x4 SP No.2 except end verticals.
BOT CHORD 2x6 SP SS*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
20-22:2x6 SP No.2
WEBS 2x4 SP No.3*Except*
1-22,12-13,9-15:2x8 SP No.3,12-14,11-15:2x4 SP No.1
OTHERS 2x4 SP No.3
REACTIONS. (size) 22=Mechanical,13=Mechanical
Max Grav 22=2918(LC 1),13=7000(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-22=-2782/0,12-13=-6722/0,1-2=-4965/0,2-3=-4965/0,3-4=-12492/0,4-6=-12492/0,
6-7=-19926/0,7-8=-19926/0,8-9=-23488/0,9-11=-23488/0,11-12=-11953/0
BOT CHORD 19-21=0/8932,17-19=0/16348,16-17=0/19926,15-16=0/19926,14-15=0/11953,
13-14=0/471
WEBS 9-15=-636/0,7-17=-904/0,8-16=-1581/0,1-21=0/5436,3-21=-4655/0,3-19=0/4178,
6-19=-4540/0,6-17=0/4704,8-15=0/4554,12-14=0/13111,11-14=-6069/0,
NOTES- 11-15=0/12641 , &Ws
1)N/A �. .• G ENS' •
�.
2)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: •' F �••
Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-4-0 oc. No 34869
Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc.
Webs connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc.
3)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. 17 t
4)Unbalanced floor live loads have been considered for this design.
5)The Fabrication Tolerance at joint 20=11%,joint 5=11%,joint 18=11%,joint 10=11% O••
6)Refer to girder(s)for truss to truss connections. �i� ,• O R Q P,•'��,��
7)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the •••,
intended use of this truss. G
8)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. I,S,�O N A',;``0
Strongbacks to be attached to walls at their outer ends or restrained by other means.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)6328 Ib down at 19-1-8 on Julius Lee PE No.34869
bottom chord. The design/selection of such connection device(s)is the responsibility of others. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
LOAD CASE(S) Standard Date:
May 25,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and 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 Caruso Residence
T24108595
J41630 FG01 FLOOR GIRDER 2 q
J Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:57:39 2021 Page 2
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-CNG_mPlvLbgLJQlydgHybHiyanCrdOH1 V8Eg?OZD_4A
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:15-22=-13,13-15=46(F=-33),1-9=-73,9-12=-252(F=-179)
Concentrated Loads(lb)
Vert:15=-6328(F)
2)Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:15-22=-13,13-15=46(F=-33),1-9=-73,9-12=-252(F=-179)
Concentrated Loads(lb)
Vert:15=-6328(F)
3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:15-22=-13,13-15=46(F=-33),1-8=-73,8-9=-20,9-12=-199(F=-179)
Concentrated Loads(lb)
Vert:15=-6328(F)
4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:15-22=-13,13-15=46(F=-33),1-7=-20,7-9=-73,9-12=-252(F=-179)
Concentrated Loads(lb)
Vert:15=-6328(F)
5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:15-22=-13,13-15=46(F=-33),1-8=-73,8-9=-20,9-12=-199(F=-179)
Concentrated Loads(lb)
Vert:15=-6328(F)
6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:15-22=-13,13-15=46(F=-33),1-7=-20,7-9=-73,9-12=-252(F=-179)
Concentrated Loads(lb)
Vert:15=-6328(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
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 ANS11TPII 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 Caruso Residence
T24108596
J41630 FG02 FLOOR GIRDER 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:57:41 2021 Page 1
I D:18Jm96y5NufXfoWZnOSlr8zXmPj-8mOkA5n9tDw3ZkvL15JQgioJ2ayt5xfKyRjn3vzD_48
2-4-8 2-2-12 2-2-12
Scale=1:17.7
1x4 3x8= 1x4 4x12=
1 4x12= 2 3 4 5
Ci 0
0
N
104x8 11 12 9 13 14 8 15 16 78x10= 17 18 6
8x10= 3x10 II
4x8=
5-6-0 7-10-8 11-0-0
5-6-0 24-8 3-1-8
Plate Offsets(X,Y)-- [6:Edge,0-2-0],[7:0-2-8,0-4-8],[9:0-4-0,0-4-8]
LOADING (psf) SPACING- 1-2-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 90.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.09 8 >999 360 MT20 244/190
TCDL 33.8 Lumber DOL 1.00 BC 0.65 Vert(CT) -0.15 8 >845 240
BCLL 0.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.02 6 n/a n/a
BCDL 22.5 Code FBC2020/TP12014 Matrix-MS Weight:138 lb FT=11%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins,
BOT CHORD 2x6 SP SS except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
1-10,5-6:2x6 SP No.3,1-9,5-7:2x4 SP No.1
REACTIONS. (size) 10=Mechanical,6=Mechanical
Max Grav 10=6111(LC 1),6=6336(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-10=-4590/0,5-6=4587/0,1-2=-7733/0,2-3=-7733/0,3-4=-7728/0,4-5=-7728/0
BOT CHORD 9-10=0/447,8-9=0/10138,7-8=0/10138,6-7=0/448
WEBS 1-9=0/8463,2-9=-256/0,3-9=-2861/0,3-7=-2867/0,4-7=-256/0,5-7=0/8457,
3-8=0/2664
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc. `It,1111 1 11II 11�
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. ,� •`� j
3)Refer to girder(s)for truss to truss connections. .•'�C,E N S'
4)Girder carries tie-in span(s):7-0-0 from 0-0-0 to 11-0-0 �� •• F•••,
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. No 34869
Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)781 lb down at 1-0-4,781 lb
down at 2-4-4,781 lb down at 3-8-4,781 lb down at 5-0-4,781 lb down at 6-4-4,781 lb down at 7-8-4,and 781 lb down at 9-0-4,
and 784 lb down at 10-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
44/
LOAD CASE(S) Standard O •��
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 •'•A,
Uniform Loads(plf) Sl'< R, 0 %�
L 4)
10=-4 (F=-417),1-5=-144
Concentrated ,S�ONA��"o��
Vert:11=-781(B)12=-781(B)13=-781(B)14=-781(B)15=-781(B)16=-781(B)17=-781(B)18=-784(B)
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and 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 Caruso Residence
T24108597
J41630 FT01 FLOOR 14 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:57:54 2021 Page 1
I D:18J m96y5 N ufXfo WZnOS1 r8zXm Pj-G GgfvXxJ pCZDckOrOK2Ti Rq a_q LkeoyEyzNzo,fzD_3x
0-3-8
H 26-0 22-8 20-0 4-7-0 4-7-0 0T33 8
'Scale=1:44.8
3x4
6x8= 1x4 II 3x4= 1x4 II 3x4= 1x4 II 3x4= 1x4 II 3x4= 6x8=
1 2 3 4 5 6 7 8 9 10 11
� o
o
°D N
20 19 18 17 16 15 14 13 12
2x4 5x10= 4x6= 3x10= 3x4= 1x4 II 5x6 WB= 5x10= 2x4 II
0T3i8 13-8-0 14-8-0,15-8-0, 25-8-8 2f-q 0
0-3-8 13-4-8 1-0-0 1-0-0 10-0-8 0-3-8
Plate Offsets(X,Y)-- [1:0-3-8,0-3-0],[11:0-3-8,0-3-0]
LOADING (psf) SPACING- 14-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.36 16-17 >828 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.00 BC 0.85 Vert(CT) -0.60 16-17 >505 240
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) -0.11 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:128 lb FT=11%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.1'Except` BOT CHORD Rigid ceiling directly applied.
18-20:2x4 SP No.2
WEBS 2x4 SP No.3*Except`
11-13:2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=0-3-0,11=0-3-0
Max Grav 1=1089(LC 1),11=1089(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1593/0,2-3=-1593/0,3-4=-3501/0,4-5=-3501/0,5-7=-3891/0,7-8=-3891/0,
8-9=-2554/0,9-11=-2554/0
BOT CHORD 17-19=0/2705,16-17=0/3893,15-16=0/3891,13-15=0/3891
WEBS 1-19=0/1816,3-19=-1323/0,5-17=-467/0,8-13=-1461/0,9-13=-389/0,11-13=0/2599,
5-16=-276/377,3-17=0/948
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)The Fabrication Tolerance at joint 18=11%,joint 6=11%,joint 14=11%,joint 10=11%
3)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum `% • ��j
sheetrock be applied directly to the bottom chord. ♦♦� .•'�G E N S+'• �i�
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-1 Od(0.131"X 3")nails. ♦♦ •• F•••. ��
Strongbacks to be attached to walls at their outer ends or restrained by other means. 34869
5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
:cam
•
44/
� .
i
•
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 Caruso Residence
T24108598
J41630 FT02 FLOOR 8 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:58:02 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-1 p9hbG 1 Kxga4az?NU?BL179v625QW RVPoDJOI BzD_3p
0-3-8
H 260 2i2 2-0-0 290
tale:3/8"=1'
1x4 3x4= 1x4 II 3x4= 3x4= 1x4 II 1x4 II 3x8=
16x8= 2 3 4 5 6 7 8 9
oc 0
0
N
16 15 14 13 12 11 10
2x4 4x8= 3x4= 3x8= 3x4= 3x8= 2x4 11
q 3-¢ 13-8-0 14-8- 15 0 -8-0 19-0-0
d-31 13-4-8 1-0-0 1-0-0
Plate Offsets(X,Y)-- [1:0-3-8,0-3-0],[11:0-3-8,0-1-8]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.19 12-13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.32 12-13 >685 240
BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) -0.02 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:94 lb FT=11%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied.
10-14:2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-3-0,10=Mechanical
Max Grav 1=798(LC 1),10=798(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 9-10=-864/0,1-2=-1118/0,2-3=-1118/0,3-4=-2155/0,4-5=-2155/0,5-7=-1491/0,
7-8=-1491/0,8-9=-1491/0
BOT CHORD 13-15=0/1797,12-13=0/2077,11-12=0/1491
WEBS 8-11=-540/0,1-15=0/1266,3-15=-809/0,3-13=0/426,5-12=-761/0,9-11=0/1741
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)The Fabrication Tolerance at joint 14=11%,joint 6=11%
3)Refer to girder(s)for truss to truss connections.
4)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ,tt,1111 t 1111ll,�
sheetrock be applied directly to the bottom chord. �� \3LIU S CF �I..'
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. �� ........
• , F
Strongbacks to be attached to walls at their outer ends or restrained by other means. ,�� .•• GEN S• �i�
6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. •• F•••, ��
7)CAUTION,Do not erect truss backwards. 34869 �
•
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111111111111100
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 Caruso Residence
T24108599
J41630 FT03 FLOOR 4 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:58:21 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-zTosamGFSVzNMtyl5U 1 ol8S9TiZCT_eC9gQuTazD_3W
0-3-8
H 2-6-0 2-2-8 2-0-0 4-1-8 Sca,
e=1:35.4
6x8= 1x4 11 3x4= 1x4 11 3x4=3x4= 1x4 11 1x4 11 6x10=
1 2 3 4 5 6 7 8 9
0
°D T oN
16 15 14 13 12 11 10
2x4 I I 4x8= 3x4= 3x8= 3x4= 4x10= 2x4 11
0 3 20-4-8 2 -8 0
013- 20-1-0 0-3-
Plate Offsets(X,Y)-- [1:0-3-8,0-3-0],[9:0-3-8,0-3-0],[11:0-3-8,0-2-0]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.23 12-13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.37 12-13 >638 240
BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) -0.06 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:101 lb FT=11%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied.
10-14:2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-3-0,9=0-3-0
Max Grav 1=858(LC 1),9=858(LC 2)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1215/0,2-3=-1215/0,3-4=-2431/0,4-5=-2431/0,5-7=-1969/0,7-8=-1969/0,
8-9=-1969/0
BOT CHORD 13-15=0/1984,12-13=0/2450,11-12=0/1969
WEBS 8-11=-522/0,1-15=0/1378,3-15=-915/0,3-13=0/533,5-12=-673/0,9-11=0/2085
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)The Fabrication Tolerance at joint 14=11%,joint 6=11%
3)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. ,``i,1111111111.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-1 Od(0.131"X 3")nails. ,`� �3 J S
Strongbacks to be attached to walls at their outer ends or restrained by other means. %
5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. S� (,ENS••. �i�
34869
•
=-U: •cc
loo A,
sS�oNA�E�;•``•
/111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 Caruso Residence
T24108600
J41630 FT04 FLOOR 6 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Tue May 25 10:58:54 2021 Page 1
I D:18J m96y5 N ufXfo WZnOS1 r8zXm Pj-Vp I LV2fyhe7 ipy_NXw7X85JoYOq Vh?P31lv87AzD_3?
0-3-8
H 218 200 470 Q_ $-
S le-1:26.1
1x4 II 1x4 II 3x4= 6x8=
1 6x8= 2 3 3x4= 4 5 6
0
ao 0
� N
12 11 10 9 8 7
2x4 II 4x4— 1x4 II 4x4— 4x8— 2x4 II
Q-3-$ 3-0-0 4-0-0 5-0-0 15-0-8 15 o
d-3-g 22 98 8 1-0-0 1-0-0 10-0-8 0-3-
Plate Offsets(X,Y)-- [1:0-3-8,0-3-0],[6:0-3-8,0-3-0]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.14 8-10 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.23 8-10 >766 240
BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) -0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:73 lb FT=11%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-3-0,6=0-3-0
Max Grav 1=627(LC 1),6=627(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1016/0,2-3=-1016/0,3-4=-1320/0,4-6=-1320/0
BOT CHORD 10-11=0/1016,8-10=0/1016
WEBS 2-11=-439/0,1-11=0/1287,3-8=0/365,4-8=-440/0,6-8=0/1332
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)The Fabrication Tolerance at joint 9=11%,joint 5=11%
3)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.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails.
Strongbacks
o be
tached to walls at their outer ends or
y other
5)Gapt between nsidetof top chord bearing and first diagonal restrained
tor vertical web shall not exceed 0.500in. JpV S
�� , •• ��
�� •�G E N,9
N 34869
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�nll
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 25,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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
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