HomeMy WebLinkAboutRoof 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: J41631 - 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: ASCE 7-16 [All Heights] Wind Speed: 170 mph
Roof Load: 55.0 psf Floor Load: N/A psf
This package includes 19 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 T24191133 A01 G 6/2/21
2 T24191134 A02 6/2/21
3 T24191135 A03 6/2/21
4 T24191136 A04 6/2/21
5 T24191137 A05 6/2/21
6 T24191138 A06 6/2/21
7 T24191139 A07 6/2/21
8 T24191140 A08 6/2/21
9 T24191141 A09 6/2/21
10 T24191142 A10 6/2/21
11 T24191143 All 6/2/21
12 T24191144 Al2 6/2/21
13 T24191145 Al3G 6/2/21
14 T24191146 ZCJ 1 6/2/21
15 T24191147 ZCJ3 6/2/21
16 T24191148 ZCJ5 6/2/21
17 T24191149 ZEJ7 6/2/21
18 T24191150 ZEJ7A 6/2/21
19 T24191151 ZHJ7 6/2/21
The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. �%t����
under my direct supervision based on the parameters ���N� JoLlII S•
provided by East Coast Truss. ��.` •. '�G E N S• oo
•.
Truss Design Engineer's Name: Lee, Julius , 348
My license renewal date for the state of Florida is February 28,2023. *
'�• �t1
IMPORTANT NOTE:The seal on these truss component designs is a certification :� STATE OF �
that the engineer named is licensed in the jurisdiction(s)identified and that the <U
designs comply with ANSI/TPI 1. These designs are based upon parameters �i� �4 0 \P;•• �``�
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ij�s R `G
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 eI1110 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:
June 2,2021
Lee, Julius 1 of 1
Job Truss Truss Type Qty Ply Caruso Residence
T24191133
J41631 A01G Hip Girder 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:18:56 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-8U W WsytzSWAkyvyufl ZcQACjdwakBB?wu7oW9UzANez
2-1-10 7-0-0 12-9-15 18-6-1 24-4-0 29-2-6 31-4-0
2-1-10 4-10-6 5-9-15 5-8-3 5-9-15 4-10-6 2-1-10
MWFRS WIND DESIGN METHOD USED EXCLUSIVELY Scale=1:53.5
AS SPECIFIED BY ENGINEER OF RECORD.
TYPICAL FOR ALL TRUSSES IN THIS JOB.
3x6 11
5x6=
5x5= 5x5 WB= 5x6=
6.00 F12 3 24 25 4 26 27 5 6 28 29 7
4x8 i 4x8
M
2 8
7
1 9
m '17 16 30 31 15 14 32 33 13 12 34 35 11 10 �C o
4x4
3x6 II 4x10= 4x4= 4x10= 4x10= 3x6 11 4x4
3x8= 4x4=
7-0-0 12-9-15 18-6-1 24-4-0 29-2-6 2�-6,-6 31-4-0
1-9-10 0 0 4-10-6 5-9-15 5-8-3 5-9-15 4-10-6 0 0 1-9-10
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[3:0-3-12,0-2-12],[5:0-2-8,Edge],[7:0-3-12,0-2-12],[9:0-0-13,0-1-5],[11:0-3-8,0-2-0],[14:0-3-8,0-1-8],[16:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.33 13-14 >986 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.99 Vert(CT) -0.33 13-14 >974 180
BCLL 0.0 * Rep Stress Incr NO WB 0.89 Horz(CT) 0.09 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:170 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-10-9 cc purlins.
3-5,5-7:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 3-2-7 cc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 2-16,3-14,7-13,8-11
WEBS 2x4 SP No.3*Except*
2-17,8-10:2x6 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 17=0-8-0,10=0-8-0
Max Horz 17=-221(LC 30)
Max Uplift 17=-2098(LC 8),10=-1959(LC 8)
Max Grav 17=2719(LC 36),10=2720(LC 37)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3317/2417,3-4=-4552/3542,4-6=-4552/3549,6-7=-4552/3549,7-8=-3316/2443
BOT CHORD 16-17=-245/289,14-16=-2070/2992,13-14=-3340/4628,11-13=-1989/2879
WEBS 2-17=-2675/2038,2-16=-2152/3004,3-16=-474/407,3-14=-1597/2066,4-14=-906/863,
6-13=-886/849,7-13=-1597/2067,7-11=-475/407,8-11=-2155/3004,8-10=-2675/1975 `tI111 111 111I1,�'
NOTES- ,,��� ,��jU S LF���I�I
1)Unbalanced roof live loads have been considered for this design. 0
`�� •••�C,ENS••. i�
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; •• F ��
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 N 0 34869
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)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. cc
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 41
will fit between the bottom chord and any other members. <C/
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 2098 lb uplift at joint 17 and 1959 lb �� Q Q;••�����
uplift atjoint 10. �s(•1•.0R
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)442 lb down and 422 lb up at I, l) •• •�` ��
7-0-7,239 lb down and 225 lb up at 9-0-12,239 lb down and 225 lb up at 11-0-12,239 lb down and 225 lb up at 13-0-12,239 lb �i,,��N A� ��
down and 225 lb up at 15-0-12,239 lb down and 225 lb up at 16-3-4,239 lb down and 225 lb up at 18-3-4,239 lb down and 225 lb
Rill
up at 20-3-4,and 239 lb down and 225 lb up at 22-3-4,and 442 Ib down and 422 lb up at 24-3-9 on top chord,and 397 lb down Julius Lee PE No.34869
and 247 lb up at 7-0-0,60 lb down and 28 lb up at 9-0-12,60 lb down and 28 lb up at 11-0-12,60 lb down and 28 lb up at 13-0-12, MiTek USA,Inc.FL Cert 6634
60 lb down and 28 lb up at 15-0-12,60 lb down and 28 lb up at 16-3-4,60 lb down and 28 lb up at 18-3-4,60 lb down and 28 lb up 6904 Parke East Blvd.Tampa FL 33610
at 20-3-4,and 60 lb down and 28 lb up at 22-3-4,and 397 lb down and 247 lb up at 24-3-4 on bottom chord. The design/selection Date:
of such connection device(s)is the responsibility of others. June 2,2021
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
C:On[� UWF9 haA�y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
ADesign 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
T24191133
J41631 A01G Hip Girder 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:18:57 2021 Page 2
ID:IBJm96y5NufXfoWZnOSlr8zXmPj-cg4u4itcDq Iba2X4Dl4rzOluNJwzweF36nY3iwzANey
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-90,3-7=-90,7-9=-90,18-21=-20
Concentrated Loads(lb)
Vert:3=-128(F)7=-128(F)16=-64(F)14=-15(F)4=-81(F)6=-81(F)13=-15(F)11=-64(F)24=-81(F)25=-81(F)26=-81(F)27=-81(F)28=-81(F)29=-81(F)30=-15(F)
31=-15(F)32=-15(F)33=-15(F)34=-15(F)35=-15(F)
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 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
T24191134
J41631 A02 Hip 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:18:58 2021 Page 1
I D:18Jm96y5NufXfoWZnOSlr8zXmPj-4seGHeuE_8QSCC6GnSb4Vbl5mjNtf5fCLRHd ENzANex
2-1-10 9-0-0 15-8-0 22-4-0 29-2-6 31-4-0
2-1-10 6-10.6 6-8-0 6-8-0 6-10-6 2-1-10
Scale=1:53.5
5x6=
3x8= 4x4=
5x6=
3 4 5 6
6.00 12
m
3x8 i 3x8
2 7 u
8
� 1 �
m
15 14 13 12 11 10 `y;
4x4
3x6 II 5x8= 3x4= 1x4 3x4 5x8= 3x6 11 4x4
1-9-10 2-1-'[0 9-0-0 15-8-0 22-4-0 29-2-6 2�-6,-6 31-4-0
1-9-10 0 0 6-10-6 6-8-0 6-8-0 6-10-6 0 0 1-9-10
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[3:0-3-0,0-2-7],[5:0-2-0,Edge],[6:0-3-0,0-2-7],[8:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.12 12 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.56 Vert(CT) -0.18 10-12 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.88 Horz(CT) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:168 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3*Except*
2-15,7-9:2x6 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 15=0-8-0,9=0-8-0
Max Horz 15=-283(LC 6)
Max Uplift 15=-1103(LC 8),9=-964(LC 8)
Max Grav 15=1738(LC 1),9=1738(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1926/1066,3-4=-1607/1072,4-6=-1607/1086,6-7=-1926/1080
BOT CHORD 14-15=-269/443,12-14=-981/2099,10-12=-981/2099
WEBS 2-15=-1626/1108,2-14=-736/1529,3-14=-74/314,4-14=-721/444,4-10=-722/445,
6-10=-74/315,7-10=-704/1529,7-9=-1626/1042
NOTES-
1)Unbalanced roof live loads have been considered for this design. �`�U S
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; ��
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 .•'�G E N g'•
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : •• F•••• o
to the use of this truss component. 34869
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. 'fl •c
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1103 lb uplift at joint 15 and 964 lb uplift
at joint9.
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 i Q Q;••����
sheetrock be applied directly to the bottom chord. s•'•0 R ,,�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191135
J41631 A03 Hip 2 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:18:59 2021 Page 1
I D:18Jm96y5NufXfoWZnOSlr8zXmPj-Y3CfV_vslRYJpMhTKA7J2pgJ57evOXWMa51 AmpzANew
2-1-10 5-11-10 11-0-0 15-8-0 20-4-0 25-4-6 29-2-6 31-4-0
2-1-10 3-10-0 5-0-6 4-8-0 4-8-0 5-0-6 3-10-0 2-1-10
Scale=1:54.5
6.00 12 4x6=
3x4= 4x6=
5 6 7
3x4 i
3x4
8
4x6 i 4 4x6
3 9
2x4 II 2x4 II u;
2 10 `
17 16 15 24 25 14 13 12 0
4x4= 6x6= 4x4 3x8= 6x6= 4x4
3x8= 4x4=
1-9-10 2-1-f0 11-0-0 20-4-0 29-2-6 2�-f-6 31-4-0
1� 9-0 4 0 8-10-6 9-4-0 8-10-6 0 4 0 1910
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[11:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.22 13-16 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(CT) -0.36 13-16 >896 180
BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.07 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:175 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3*Except*
2-17,10-12:2x6 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 17=0-8-0,12=0-8-0
Max Horz 17=-345(LC 6)
Max Uplift 17=-1103(LC 8),12=-964(LC 8)
Max Grav 17=1850(LC 13),12=1851(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-5=-1943/1076,5-6=-1692/1053,6-7=-1691/1062,7-9=-1943/1086
BOT CHORD 16-17=-681/1762,13-16=-727/1871,12-13=-711/1503
WEBS 2-17=-312/316,3-17=-1969/1160,3-16=-92/316,5-16=-137/463,6-16=-393/297,
6-13=-393/297,7-13=-143/462,9-13=-93/316,9-12=-1971/1089,10-12=-311/294
NOTES- `t1111111111j
1)Unbalanced roof live loads have been considered for this design. ���X `�U
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft;
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `�� .••�G E Ns•• �i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F•••• ��
to the use of this truss component. No 34869
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. •c
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1103 lb uplift at joint 17 and 964 lb uplift
at joint 12.
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 (� Q;•• ��
sheetrock be applied directly to the bottom chord. �� `, <0 R
N A; %0%%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191136
J41631 A04 Hip 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:00 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-OFm1 iJwUWIgARWGfuteYaONTiX3273bVplmkJFzANev
2-1-10 7-3-13 13-0-0 18-4-0 24-0-3 29-2-6 31-4-0
2-1-10 5-2-3 5-8-3 5-4-0 5-8-3 5-2-3 2-1-10
Scale=1:54.5
6.00 12 4x8=
4x6=
5 6
3x4
3x4
4 7
3x4 i 3x4
3 8
M
r
3x8 3x8
21
2 9
1 11
18 17 16 15 25 14 13 12 11
3x6 11 4x4= 3x4= 3x8=3x4= 4x4= 3x6 11 4x4=
4x4= 3x4=
1-9-10 2-1-'�0 7-3-13 13-0-0 1a-4-0 24-0-3 29-2-6 2�-f-6 31-4-0
1� 9-0�0 5-2-3 5-8-3 5-4-0 5-8-3 5-2-3 0 4 0 1-9 10
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[5:0-5-8,0-2-4],[6:0-3-4,0-2-0],[10:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.09 15 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.45 Vert(CT) -0.15 15-17 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.60 Horz(CT) 0.04 11 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-AS Weight:184 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-14
2-18,9-11:2x6 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 18=0-8-0,11=0-8-0
Max Horz 18=-406(LC 6)
Max Uplift 18=-1103(LC 8),11=-964(LC 8)
Max Grav 18=1848(LC 13),11=1845(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2004/1024,3-5=-1770/1065,5-6=-1525/1054,6-8=-1763/1069,8-9=-1999/1049
BOT CHORD 17-18=-398/444,15-17=-713/1968,14-15=-514/1674,12-14=-736/1658
WEBS 2-18=-1728/1047,2-17=-867/1721,3-17=-332/287,3-15=-367/243,5-15=-98/427,
5-14=-256/257,6-14=-106/375,8-14=-368/268,8-12=-333/266,9-12=-806/1713,
9-11=-1724/983
1)Unbalanced roof live loads have been considered for this design. ♦♦`♦♦�)�ju S,LF�C`���
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; .•'�G E N
Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 •• F••••
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 34869
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 17 t
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1103 lb uplift at joint 18 and 964 lb uplift .0� •'
at joint 11. i� Q Q;•�����
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 R
• �,♦�
sheetrock be applied directly to the bottom chord. j,1 N A�-
��/0811111111",
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191137
J41631 A05 Hip 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:01 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-URJPvfw6H3o13grrSb9n7EwcQxPpsT6fl PWHrizANeu
2-1-10 8-4-2 15-0-0 16-4-0 22-11-13 29-2-6 31-4-0
2-1-10 6-2-8 6-7-13 1-4-0 6-7-13 6-2-8 2-1-10
Scale=1:54.5
=
6.00 12 4x6 4x6=
5 6
4 7
3 8
M
00
3x8 JZJ"3x82
1 11
y� L18 17 16 15 14 13 12 11
4x4
3x6 11 5x5= 5x5= 3x6 11 4x4—
=
1-9-102-1-f0 8-4-2 15-0-0 16-4-0 22-11-13 29-2-6 2�-f-631-4-0
1� 9-0 4 0 6-2-8 6-7-13 1-4-0 6-7-13 6-2-8 0 4 0 1-9
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[10:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.11 12-14 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(CT) -0.20 12-14 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.77 Horz(CT) 0.04 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:183 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3*Except*
2-18,9-11:2x6 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 18=0-8-0,11=0-8-0
Max Horz 18=-468(LC 6)
Max Uplift 18=-1103(LC 8),11=-964(LC 8)
Max Grav 18=1738(LC 1),11=1738(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1911/1065,3-5=-1565/1019,5-6=-1274/1024,6-8=-1565/1019,8-9=-1911/1085
BOT CHORD 17-18=-438/531,15-17=-728/1809,14-15=-407/1299,12-14=-747/1606
WEBS 2-18=-1623/1068,2-17=-842/1643,3-17=-238/252,3-15=-617/391,5-15=-193/359,
6-14=-196/359,8-14=-617/413,9-12=-776/1643,9-11=-1623/1003
NOTES- `111111111111
1)Unbalanced roof live loads have been considered for this design. %%%``�`�U S � I��
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; ��
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,�� .• G E N g'•
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : •• F ��
to the use of this truss component. N 34869
4)Provide adequate drainage to prevent water ponding.
5)All plates are 3x4 MT20 unless otherwise indicated. * •�
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 9
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1103 lb uplift at joint 18 and 964 lb uplift •', �<C/
at joint 11. .0.0 Q Q;•
9)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� R
sheetrock be applied directly to the bottom chord. ,,�I�• ON .�`�,
18111111111�`
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191138
J41631 A06 Common 3 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:02 2021 Page 1
I D:18Jm96y5NufXfoWZnOSlr8zXmPj-yetn7?xk2MwuggP 101gOfRSngKfRbx6oG3Fq N8zANet
2-1-10 8-10-13 15-8-0 22-5-3 29-2-6 31-4-0
2-1-10 6-9-3 6-9-3 6-9-3 6-9-3 2-1-10
5x6= Scale=1:56.9
6.00 12
5
3x4 i
3x4
6
4x6 i 4 4x6
3 7
2x4 11 2x4 11
2 8
9
� 1 �2
IA
16 1413 22 23 1211 10 1
6x6= 4x6= 3x4= 6x6= 4x4=
4x4= 3x4= 4x6=
1-9-10 2-1-�0 11-4-9 19-11-8 29-2-6 2%r6 31-4-0
1-9-10 WOO 9-2-15 8-6-15 9-2-14 0 0 1-9-10
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[9:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.21 11-14 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.84 Vert(CT) -0.32 11-14 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(CT) 0.07 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:172 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 7-10,3-15
8-10,2-15:2x6 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 10=0-8-0,15=0-8-0
Max Horz 15=-488(LC 6)
Max Uplift 10=-964(LC 8),15=-1103(LC 8)
Max Grav 10=1853(LC 14),15=1852(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-373/183,3-5=-1944/1186,5-7=-1944/1195,7-8=-371/262
BOT CHORD 14-15=-735/2032,11-14=-381/1458,10-11=-751/1666
WEBS 5-11=-348/808,7-11=-414/434,7-1 0=-1 881/923,8-10=-560/511,5-14=-330/807,
3-14=-414/419,3-15=-1882/1007,2-15=-560/530
NOTES- ,,t11111111t:l,�
1)Unbalanced roof live loads have been considered for this design. �� \3LIU S CF 'I,.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; � .........
• , •� op
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,� GEN,3 •
i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F �•, ��
to the use of this truss component. 34869
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 964 lb uplift at joint 10 and 1103 lb uplift 17
at joint 15. IIA14/ft
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 i�••. �(/,1%'*
sheetrock be applied directly to the bottom chord. �0 O R`Q P,•'��,�
�O N A'
11111111110
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191139
J41631 A07 COMMON 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:03 2021 Page 1
I D:18Jm96y5NufXfoWZnOSlr8zXmPj-Qq R9KLyM pg2l lz_EZ?BFCf?ul kzPKOkyVj?OvazANes
2-1-10 8-10-13 15-8-0 22-5-3 29-2-6 31-4-0
2-1-10 6-9-3 6-9-3 6-9-3 6-9-3 2-1-10
5x5= Scale=1:56.9
6.00 12 4
6x8 i
6x8
3 5
2x4 11 2x4 11
2 6
7
� 1 �2
IA
'o °13 1211 20 21 109 '8'
6x6= 4x6= 3x4= 6x6= 4x4= �C
4x4= 3x4= 4x6=
1-9-10 2-1-�0 11-4-9 19-11-8 29-2-6 2%r6 31-4-0
1-9-10 0 0 9-2-15 846-1s 9-2-14 0 0 1-9-i0
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[3:0-2-12,0-3-4],[5:0-2-12,0-3-4],[7:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 32.5 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.20 9-12 >999 240 MT20 244/190
TCDL 16.2 Lumber DOL 1.33 BC 0.99 Vert(CT) -0.31 9-12 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(CT) 0.07 8 n/a n/a
BCDL 10.8 Code FBC2020/TP12014 Matrix-MS Weight:185 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except` TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins.
1-3,5-7:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5-8,3-13
WEBS 2x4 SP No.3*Except`
6-8,2-13:2x6 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 8=0-8-0,13=0-8-0
Max Horz 13=-482(LC 6)
Max Uplift 8=-964(LC 8),13=-1103(LC 8)
Max Grav 8=1979(LC 14),13=1978(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-430/206,3-4=-2072/1192,4-5=-2072/1202,5-6=-428/291
BOT CHORD 12-13=-729/2136,9-12=-384/1551,8-9=-745/1774
WEBS 4-9=-356/844,5-9=-424/432,5-8=-1988/890,6-8=-638/540,4-12=-337/844,
3-12=-423/417,3-13=-1992/975,2-13=-639/558
TES-
1)Unbalanced roof live loads have been considered for this design. ` ,)`jus LFF����,
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; `� .••�G E N&• ��
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 •• F••••
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 34869
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,with BCDL=10.8psf. 17 t
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 964 lb uplift at joint 8 and 1103 lb uplift �(J
at joint 13. 1 O•'
�O N A�E
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191140
J41631 A08 ROOF SPECIAL 4 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:05 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-NDZwl1_dKH ITXH8chQEjH441IYj4oH?EyODU_TzANeq
2-1-10 4-0-0 5-6-0 8-10-0 15-8-0 16-40 22-7-3 29-2-6 31-4-0
2-1-10 1-10-6 1-6-0 3-4-0 6-10-0 0-4-0 6-7-3 6-7-3 2-1-10
4x6= Scale=1:57.9
6.00 F12
5 2x4
6
3x4
3x4
7
3x4 i 4 3x4
3 8
3x8
2 9
1
1�7-10 1 O�1 _ 10 I!�2 q
d 18 17 Li
0�o
21 7x8=20 4x4= 4x4= 15 14 13 12 11
3x8 11 3x6 11 2x4 11 5x8= 3x4= 3x6 11 3x8 ggqoqq�/�\
1-9-102-1-10 4-0-0 8-10-0 16-0-0 p7-0-Oi 22-7-3 29-2-6 29-6r631-4-0
1-9-10 0-4-0 1-10-6 4-10-0 7-2-0 1-0-0 5-7-3 6-7-3 0-4-0 1-9-10
Plate Offsets(X,Y)-- [1:0-3-8,Edge],[10:0-3-8,Edge],[16:0-4-8,0-2-8],[19:0-3-4,0-5-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.15 16-18 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(CT) -0.32 16-18 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(CT) 0.10 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:193 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied. Except:
6-14:2x4 SP No.3,2-21:2x6 SP No.3 5-3-0 oc bracing:19-21
WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:14-16
13-16:2x4 SP No.2,9-11:2x6 SP No.3 WEBS 1 Row at midpt 3-16
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 21=0-8-0,11=0-8-0
Max Horz 21=-488(LC 6)
Max Uplift 21=-1089(LC 8),11=-959(LC 8)
Max Grav 21=1784(LC 1),11=1751(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2390/1249,3-5=-1634/998,5-6=-1687/1192,6-8=-1838/1116,8-9=-1930/1071
BOT CHORD 18-19=-900/1589,16-18=-872/2261,6-16=-293/175,19-21=-1700/1044,2-19=-1631/1058
WEBS 2-18=-854/1756,3-16=-993/560,5-16=-632/1034,13-16=-684/1605,8-16=-313/267,
8-13=-490/321,9-13=-709/1592,9-11=-1 648/1040
NOTES-
1)Unbalanced roof live loads have been considered for this design. `� • �j
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; .••�G E N s••. �i.0
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �� •• F ••. �.0
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 34869
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 1089 lb uplift at joint 21 and 959 lb uplift �C/
at joint 11. O••,
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 �40 O R`Q `�,,�
sheetrock be applied directly to the bottom chord.
;ON A' �
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191141
J41631 A09 Roof Special 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:06 2021 Page 1
I D:18Jm96y5NufXfoWZnOSlr8zXmPj-rP7lzN_F5bQJ9RjpF8lyq HdUcy4SXolOBgD2WvzANep
2-4-0 4-0-0 , 8-10-0 , 15-8-0 16 q-0 23-11-4 28-8-12 31 4-0
2-4-0 1-8-0 4-10-0 6-10-0 0-4-0 7-11-4 4-9-8
4x6= Scale=1:57.9
6.00 F12
5 2x4
6
3x4
4x4
3x4 i 4 7
3 3x10
8
3x8
1-7-
2 9
1 r
g 1 = 13 12 to
"y\_oLJ19 18 4x6= 3x6— o
22 7x8=21 4x4= 4x4= 16 15 14 11
4x4=
3x6 11 3x4 11 6x6= 2x4 11 4x4=
1-9-10 4-0-0 8-10-0 16-0-0 7-0- 23-11-4 28-8-12 31-4-0
1-9-10 -6- 1-8-0 4-10-0 7-2-0 1-0-0 6-11 4 4-9-8 2-7-4
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[7:0-2-0,Edge],[10:0-0-13,0-1-5],[17:0-2-8,Edge],[20:0-3-4,0-5-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.12 21 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(CT) -0.26 17-19 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.09 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:196 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied. Except:
6-15:2x4 SP No.3,8-14,9-11,2-22:2x6 SP No.3 5-9-0 oc bracing:20-22
WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:15-17
14-17:2x4 SP No.2 WEBS 1 Row at midpt 3-17
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 11=0-7-4,22=0-8-0,14=0-7-4
Max Horz 22=-488(LC 6)
Max Uplift 11=-280(LC 8),22=-909(LC 8),14=-855(LC 8)
Max Grav 11=489(LC 18),22=1447(LC 1),14=1644(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1742/910,3-5=-927/629,5-6=-873/784,6-8=-1013/659,8-9=-70/366
BOT CHORD 19-20=-957/1552,17-19=-571/1762,6-17=-445/296,13-14=-1568/863,8-13=-1517/879,
12-13=-198/307,11-12=-448/277,9-12=-390/296,20-22=-1365/852,2-20=-1300/867
WEBS 2-19=-588/1318,3-19=0/272,3-17=-1042/593,5-17=-333/477,8-17=-305/1063
1)Unbalanced roof live loads have been considered for this design. ♦♦♦ �pu S
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; ♦ .• G E N S••. ��
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ♦♦♦ F ••. ��
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific nJ 34869
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 280 lb uplift at joint 11,909 lb uplift at '�{{
joint 22 and 855 Ib uplift at joint 14.
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 i�j�� O R Q;. ;♦♦♦,
sheetrock be applied directly to the bottom chord. �j
ONA
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191142
J41631 A10 Hip 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:07 2021 Page 1
I D:18J m96y5 N ufXfo WZnOS1 r8zXm Pj-J bhgAj?tsvYAn bl?orG B M V9cD LQyG FBXQKzb2 LzAN eo
16-4-0
4-0-0 8-6-0 15-0-0 i16-0-Oi 23-11-4 28;12 3110
2-0-0 1$-0 4-6-0 6-6-0 1-0-0 7-7-4 4-9-8 2-77
0-4-0
Scale=1:56.8
6.00 12 4x6= 4x8 ll
5 6
3x4
4x4
3x4 i
4 7
3 4x10
8
M
W
1-7-10 3x8
2 9
1
g 1 = 13 12io
d = 19 18 4x6= 3x6— 1
22 21 4x4= 4x4= 16 15 14 11
4x4= 3x6 11 4x4 6x6= 2x4 11 4x4=
1-9-10 4- 41 8-6-0 15-0-0 6-0- 23-11-4 284;12 31-4-0
1-9-10 -6- 1-8-0 4-6-0 6-6-0 1-0-0 7-11 4 4-9-8 2-7 4
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[7:0-2-0,Edge],[10:0-0-13,0-1-5],[15:0-2-0,0-0-0],[17:0-2-12,0-2-0],[20:0-3-4,0-5-12]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.11 21 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(CT) -0.22 17-19 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(CT) 0.09 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:196 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
6-15:2x4 SP No.3,8-14,9-11,2-22:2x6 SP No.3 5-9-0 oc bracing:20-22
WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:15-17
14-17:2x4 SP No.2 WEBS 1 Row at midpt 3-17
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 11=0-7-4,22=0-8-0,14=0-7-4
Max Horz 22=-468(LC 6)
Max Uplift 11=-260(LC 8),22=-906(LC 8),14=-884(LC 8)
Max Grav 11=481(LC 18),22=1441(LC 1),14=1639(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1757/907,3-5=-983/655,5-6=-761/699,6-8=-1023/660,8-9=-100/369
BOT CHORD 19-20=-925/1474,17-19=-576/1767,6-17=-191/331,13-14=-1554/898,8-13=-1506/914,
12-13=-213/315,11-12=-440/257,9-12=-379/274,20-22=-1359/848,2-20=-1295/861
WEBS 2-19=-636/1321,3-19=0/250,3-17=-975/551,8-17=-271/1028,5-17=-136/276
1)Unbalanced roof live loads have been considered for this design. ` L�... ...
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; ,� ,•'�G E•N
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 •• F•�•, ��
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 34869 �
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. 4%
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 260 lb uplift at joint 11,906 lb uplift at 0•', �(/
joint 22 and 884 Ib uplift at joint 14. i '�
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 0.0 < R .. �`
sheetrock be applied directly to the bottom chord. ���� �O N A\-�\N
�11811111110"%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191143
J41631 All HIP 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:08 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-noF203OVdCgl PltBMZnQviisUlpD?hEhe_i9bozANen
4-0-0 7-4-0 11-8-0 ,13-0-0, 18-4-0 23-11-4 28-8-12 31 4-0
4-0-0 3-4-0 4-4-0 1 4-0 5-4-0 5-7-4 4-9-8
Scale=1:55.4
6.00 12 5x5=
5x8=
5 6
3x4
3x4
7
3x4 4 2x4 II
3 8
M
3x8
3x8
2 9
1
1 13 12 1( io
d — 20 q 4x10= 3x6— d
23 22 4x4= 18 17 16 15 14 11
4x4=
3x6 II 2x4 II 4x8— 3x4= 3x6 I I 2x4 I I 4x4—
—
1-9-10 -4- 4-0-0 7 4-0 11-8-0 13-0-0 18-4-0 23-8-5 23 11-4 28-8-12 31-4-0
1-9-10 -6- 1-8-0 3-4-6 4-4-0 1 4-0 5-4-0 5-4-5 0- - 5 4-9-8 2-7-4
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[6:0-4-0,0-1-15],[10:0-0-13,0-1-5],[13:0-2-12,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.08 22 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.43 Vert(CT) -0.12 19-20 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.56 Horz(CT) 0.07 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:205 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. Except:
8-14,9-11,2-23:2x6 SP No.3,5-17:2x4 SP No.3 5-10-0 oc bracing:21-23
WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:17-19
16-19,13-16:2x4 SP No.2 WEBS 1 Row at midpt 6-13
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 14=0-7-4,11=0-7-4,23=0-8-0
Max Herz 23=-406(LC 6)
Max Uplift 14=-921(LC 8),11=-227(LC 8),23=-893(LC 8)
Max Grav 14=1597(LC 1),11=527(LC 18),23=1463(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1842/886,3-5=-12921754,5-6=-1051/767,6-8=-117/299,8-9=-154/289
BOT CHORD 20-21=-801/1229,19-20=-605/1818,13-14=-1541/941,8-13=-610/516,12-13=-182/313,
11-1 2=-486/225,9-12=-430/246,21-23=-1378/833,2-21=-1315/838
WEBS 3-19=-701/392,16-19=-128/662,13-16=-1631709,6-13=-1174/556,6-19=-281/745,
2-20=-783/1374 It1
1111
NOTES-
1)Unbalanced roof live loads have been considered for this design. ••'\G E N
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; �� •• F•••,
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 No 34869
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)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 44/Z
will fit between the bottom chord and any other members. 4
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 921 lb uplift at joint 14,227 lb uplift at T
joint 11 and 893 lb uplift at joint 23.
8)sh is trockuss design be applied directly requires that
the bottom chord.minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
s10 N A11 1"?�%�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191144
J41631 Al2 HIP 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:09 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-F_oRbOl 7OWouOuSOwG IfSwFyk96lk2lgteSi7EzANem
2 4-0 4-7-12 9-0-0 13-0-0 18-2-9 22-4-0 26-8-4 29-0-0 , 31 4-0
2-4-0 2-3-12 4 4-4 4-0-0 5-2-9 4-1-7 4 4 4 2-3-12 2-4-0
Scale=1:53.5
4x6 2x4 5x5=
5x5=
3 4 5 6
6.00 12
m
3x8 i 3x8
2 7 u6
8
� 1 �
p
15 14 13 12 11 10 9
4x4
2x4 11 4x4= 3x4= 3x4= 4x8= 2x4 I I 4x4
6x10=
1-9-10 2-4-Q 9-0-0 13-0-0 22-4-0 29-0-0 29-66 31-4-0
1-9-10 -6- 6-8-0 4-0-0 9-4-0 6-8-0 -6- 1-9-10
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[3:0-4-0,0-1-15],[5:0-1-12,0-3-4],[8:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.15 14-15 >863 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.61 Vert(CT) -0.28 10-12 >688 180
BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:177 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3*Except*
2-15,4-12,7-9:2x6 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 15=0-8-0,12=0-8-0,9=0-8-0
Max Horz 15=-283(LC 6)
Max Uplift 15=-848(LC 8),12=-1276(LC 8),9=-580(LC 8)
Max Grav 15=730(LC 17),12=1712(LC 1),9=1058(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-299/370,3-4=-52/297,4-5=-52/297,5-6=-666/514,6-7=-839/451
BOT CHORD 14-15=-393/310,12-14=-369/136,10-12=-138/427
WEBS 2-15=-629/567,3-14=-347/174,3-12=-642/717,4-12=-459/348,5-1 0=-1 26/363,
7-10=-187/561,7-9=-982/655,5-12=-960/594
NOTES- ,tt%1111111111
dered for
2)Wind:ASCE 7-16;Vu tanced roof live a170mph(3-second s have been lg gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; ,`s design. ``��,�`�U S LF����j'
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 ,�� .••\G•E•N S • �i�
plate grip DOL=1.60 •• F•�•, ��
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 34869 �
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. ;it/ -.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 848 lb uplift at joint 15,1276 lb uplift at 0•', 40 1%'*
joint 12 and 580 Ib uplift atjoint 9. i ��—
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 < R O' �`
sheetrock be applied directly to the bottom chord. /O N A,
*#/1/1111110``
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191145
J41631 A13G HIP GIRDER 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:12 2021 Page 1
I D:18J m96y5 N ufXfo WZnOS1 r8zXm Pj-gZUZDQ30 h RBTtMAybOsM3YtS KM9fxVQGZcgM kZzAN ej
1-11-6 7-0-0 13-0-0 18-8-0 24-4-0 29-4-10 31-4-0
1-11-6 5-0-10 6-0-0 5-8-0 5-8-0 5-0-10 1-11-6
Scale=1:53.5
6x6—
4x8 2x4 5x5 WB=
4x8=
6.00 F12 3 24 25 4 26 27 56 28 29 30 7
3x8 i 3x8
M
2 8
v
1 9
m
31 32 15 33 34 19§ 36 37
17 16 14 13 11 10
4x4— 2x4 II 3x4— 3x4= 3x4— 3x4— 3x6 I I 4x4
6x10= 3x4=
1-9-12 I-11-6 7-0-0 13-0-0 18-8-0 24-4-0 29-4-10 29rFj-6 31
1-9-10 0. 12 5-0-10 6-0-0 5-8-0 5-8-0 5-0-10 0- 12 1-9-10
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5],[3:0-5-4,0-2-0],[6:0-2-8,Edge],[7:0-5-4,0-2-0],[9:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.08 14-16 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.53 Vert(CT) -0.10 11-13 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.55 Horz(CT) 0.03 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:172 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purlins.
3-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 3-14,5-14
WEBS 2x4 SP No.3*Except*
2-17,4-14,8-10:2x6 SP No.3
OTHERS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 17=0-8-0,14=0-8-0,10=0-8-0
Max Horz 17=-221(LC 6)
Max Uplift 17=-944(LC 8),14=-2437(LC 8),10=-1016(LC 8)
Max Grav 17=808(LC 17),14=2806(LC 36),10=1489(LC 37)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-584/614,3-4=-389/611,4-5=-389/611,5-7=-1181/959,7-8=-1568/1107
BOT CHORD 16-17=-298/227,14-16=-605/563,13-14=-753/1187,11-13=-809/1305
WEBS 2-17=-814/731,2-16=-503/576,3-16=-311/290,3-14=-1305/1188,4-14=-798/754,
5-14=-2133/1577,5-13=-70/397,7-13=-253/174,8-11=-948/1385,8-1 0=-1 454/1047 ```�111111111 j,,'
NOTES- ,,��� �)�jus LF� '0ii
1)Unbalanced roof live loads have been considered for this design. `�� ••' �,ENS
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft; •• F••••
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left exposed;Lumber DOL=1.60 No 34869
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)Provide adequate drainage to prevent water ponding. 17 r
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �(J
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 O•'
will fit between the bottom chord and any other members. �i� Q Q;•• ,%.
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 944 lb uplift at joint 17,2437 lb uplift at R
joint 14 and 1016 lb uplift at joint 10. •••• •�`,
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)442 lb down and 421 lb up at .,,S/O `��%�
N A;1,
7-0-0,239 lb down and 225 lb up at 9-0-12,239 lb down and 225 lb up at 11-0-12,239 lb down and 225 lb up at 15-0-12,239 lb III
down and 225 lb up at 16-3-4,239 lb down and 225 Ib up at 18-3-4,239 lb down and 225 lb up at 20-3-4,and 239 lb down and 225 Julius Lee PE No.34869
lb up at 22-3-4,and 442 lb down and 421 lb up at 24-4-0 on top chord,and 539 lb down and 155 lb up at 7-0-0,119 lb down and 7 MiTek USA,Inc.FL Cert 6634
lb up at 9-0-12,119 lb down and 7 lb up at 11-0-12,60 lb down and 28 lb up at 15-0-12,60 lb down and 28 lb up at 16-3-4,60 lb 6904 Parke East Blvd.Tampa FL 33610
down and 28 lb up at 18-3-4,60 lb down and 28 lb up at 20-3-4,and 60 lb down and 28 lb up at 22-3-4,and 397 lb down and 247 Date:
lb up at 24-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. June 2,2021
(ftjH9rW@d.t @1SE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
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 ANS11TPI1 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
T24191145
J41631 A13G HIP GIRDER 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:12 2021 Page 2
I D:I BJ m96y5 N ufXfo WZnOSI r8zXm Pj-gZUZDQ30 h RBTtMAybOsM3YtS KM9fxVQGZcgM kZzAN ej
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-90,3-7=-90,7-9=-90,18-21=-20
Concentrated Loads(lb)
Vert:3=-128(B)7=-128(B)16=-64(B)11=-64(B)24=-81(B)25=-81(B)26=-81(B)27=-81(B)28=-81(B)29=-81(B)30=-81(B)31=-15(B)32=-15(B)33=-15(B)
34=-15(13)35=-15(13)36=-15(13)37=-15(B)
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 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
T24191146
J41631 ZCJ1 Jack-Open 8 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:12 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-gZUZDQ3OhRBTtMAybOsM3YtZ3MCixdxGZcgM kZzANej
0-11-4
0-11-4
Scale=1:8.5
6.00 12 2
1
0
b
3
4x4=
PROVIDE ANCHORAGE,DESIGNED BY OTHERS,
AT BEARINGS TO RESIST MAX.UPLIFT
AND MAX HORZ.REACTIONS
TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED SPECIFIED BELOW.
LOADS AT ITS CANTILEVERED END(S).
i 0-11-4
Plate Offsets(X,Y)-- [1:0-0-13,0-1-51
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 6 n/r 120 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.33 Vert(CT) -0.01 6 n/r 120
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:4 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 2=Mechanical,3=Mechanical
Max Horz 2=76(LC 1),3=90(LC 8)
Max Uplift 3=-122(LC 8)
Max Grav 3=116(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft;
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors. `11111111 II���
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,��� �`�U S ��
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 �� • ��j
will fit between the bottom chord and any other members. ♦♦� .••�G E N S•••
6)Refer to girder(s)for truss to truss connections. ♦♦ •• F ••• ��
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 122 lb uplift at joint 3. N 34 869
•
•
i
.�0�� • • O R`O P* \��C/
ON
�1118111111110%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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 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
T24191147
J41631 ZCJ3 Jack-Open 8 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:13 2021 Page 1
I D:18Jm96y5NufXfoWZnOSlr8zXmPj-812xRm4eSIJKV W1996NbcmPhkmVag3BQoGQwG?zANei
2-11-4
2-11-4
Scale=1:13.5
3
2x3 11
6.00 12
2
n
N N
1
4x4= 4
1-9-10
2x3 115
2-5-10 2-11-4
2-5-10 0-5-10
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.00 5 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(CT) 0.00 4-5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.04 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-4 cc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x6 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0
Max Horz 5=120(LC 8)
Max Uplift 3=-159(LC 1),4=-182(LC 1),5=-524(LC 8)
Max Grav 3=88(LC 8),4=123(LC 8),5=671(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-5=-381/297
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft;
Cat.II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is
the responsibility of the fabricator to increase plate sizes to account for these factors.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�` .•'��,E N S'•. �i,
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 F ��
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 159 lb uplift at joint 3,182 lb uplift at
joint 4 and 524 lb uplift at joint 5.
r �c-
i1m;O .N
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191148
J41631 ZCJ5 Jack-Open 8 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:14 2021 Page 1
I D:18Jm96y5NufXfoWZnOSlr8zXmPj-cxcJe65GD2RB7gKLjpug9zysmAsIPXSZI w9ToRzANeh
4-11-4
4-11-4
Scale=1:18.4
3
6.00 12
2x3 11
2
1
0
4x4= 4
5
2x3 11
1-9-10 2-4-0 4-11-4
1-9-10 0-6-6 2-7-4
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.01 4-5 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) 0.01 4-5 >999 180
BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.06 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:20 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
WEBS 2x6 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0
Max Horz 5=202(LC 8)
Max Uplift 3=-100(LC 8),4=-16(LC 14),5=-347(LC 8)
Max Grav 3=111(LC 13),4=43(LC 6),5=503(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-5=-353/287
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft;
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. ,`It,1111�11II 11�'
3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is `%% X)`IiU S
the responsibility of the fabricator to increase plate sizes to account for these factors. ,�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� .• �,E N S••. �i�
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 F ��
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 3,16 lb uplift at joint
4 and 347 lb uplift at joint 5.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1l2"gypsum c
sheetrock be applied directly to the bottom chord.
10
iFS••.OR�,
J#, ;O N A'11 E%��.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191149
J41631 ZEJ7 Jack-Open 19 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:14 2021 Page 1
I D:18Jm96y5NufXfoWZnOSlr8zXmPj-cxcJe65GD2RB7gKLjpug9zyoEArVPW5Z1 w9ToRzANeh
7-0-0
7-0-0
Scale=1:24.5
3
6.00 12
M
2x3 11 N
2 m 4
A
1
ob
44= 5 4
2x3 11
1-9-10 2-4-0 7-0-0
1-;It0 0-6-6 4-8-0
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.06 4-5 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.50 Vert(CT) -0.07 4-5 >829 180
BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.12 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:26 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
WEBS 2x6 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 3=Mechanical,4=Mechanical,5=0-8-0
Max Horz 5=285(LC 8)
Max Uplift 3=-200(LC 8),4=-13(LC 5),5=-355(LC 8)
Max Grav 3=227(LC 13),4=75(LC 3),5=572(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-303/151
BOT CHORD 1-5=-117/285
WEBS 2-5=-470/396
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft;
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,tt,1111 t 111l/,�
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. `�� •� �j,
3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is ,� G•E•N,3
the responsibility of the fabricator to increase plate sizes to account for these factors. •• F ��
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 34869
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 lb uplift at joint 3,13 lb uplift at joint 17
4 and 355 lb uplift at joint 5.
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 i�••. �(/,�
sheetrock be applied directly to the bottom chord. � O R`Q
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191150
J41631 ZEJ7A Jack-Open 1 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:15 2021 Page 1
I D:18Jm96y5NufXfoWZnOSlr8zXmPj-48AisS5u_MZ2kpvXGXP3hBVzEaBB8zNjFavOKuzANeg
7-0-0
7-0-0
2x3 11 Scale=1:25.2
3
6.00 12
2x3 11
2
1
0
b
4x4=
5 42x3 II
2x3 11
1-9-10 7-0-0
1-9-10 5-2-6
Plate Offsets(X,Y)-- [1:0-0-13,0-1-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.05 4-5 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(CT) -0.06 4-5 >913 180
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:35 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied.
WEBS 2x6 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 4=0-8-0,5=0-8-0
Max Herz 5=279(LC 8)
Max Uplift 4=-199(LC 8),5=-353(LC 8)
Max Grav 4=274(LC 13),5=565(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-294/147
BOT CHORD 1-5=-115/279
WEBS 2-5=-458/386
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft;
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. `% • �j
3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is �%,�� .•'\G E N S+'•.
the responsibility of the fabricator to increase plate sizes to account for these factors. �� •• F ••. 10
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 34869
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 199 lb uplift at joint 4 and 353 lb uplift at
joint 5. =-0. !c
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 0 411�
sheetrock be applied directly to the bottom chord. ���•• Q ���;
.40
�'*If,/O N A�0"
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
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
T24191151
J41631 ZHJ7 Diagonal Hip Girder 4 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:16 2021 Page 1
ID:18Jm96y5NufXfoWZnOSlr8zXmPj-YKj43o6 WlghvMzUkgEwl E0162_VDtOKsUEeatKzANef
2-3-5 5-10-15 9-10-1
2-3-5 3-7-10 3-11-2
4 Scale:1/2"=l'
4.24 F12
3x4 14
3
13
4xl2
2
1
0
3x4 11 15 16 7 17 6
8 3x4= 5
2x3 11 3x3=
1-9-10 2-3-5 5-10-15 9-10-1
1-9-10 -5-1 3-7-10 3-11-2
Plate Offsets(X,Y)-- [1:0-1-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.04 7-8 >999 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) 0.05 7-8 >999 180
BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:51 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:5-6.
2-8:2x8 SP No.3
SLIDER Left 2x4 SP No.3 A 2-2-14
REACTIONS. (size) 4=Mechanical,5=Mechanical,8=0-11-5
Max Horz 8=284(LC 8)
Max Uplift 4=-127(LC 8),5=-191(LC 8),8=-777(LC 8)
Max Grav 4=174(LC 17),5=348(LC 22),8=945(LC 31)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-253/112,2-3=-617/355
BOT CHORD 1-8=-497/326,7-8=-480/123,6-7=-331/501
WEBS 2-8=-719/511,2-7=-309/616,3-7=-306/161,3-6=-603/399
NOTES-
1)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=6.Opsf;BCDL=4.Opsf;h=27ft;B=108ft;L=70ft;eave=8ft;
Cat.11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ``t1111111111 j�
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,�� �`�U S �F �I�
to the use of this truss component. ,� �,
3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is `�� .••�C,E N S �i�
the responsibility of the fabricator to increase plate sizes to account for these factors. �� •• F•••,
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 34869
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 127 lb uplift at joint 4,191 lb uplift at
joint 5 and 777 lb uplift at joint 8. O 4C/
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)186 lb down and 286 lb up at �C/
4-2-15,186 lb down and 286 lb up at 4-2-15,and 194 lb down and 136 lb up at 7-0-14,and 194 lb down and 136 lb up at 7-0-14 on ••••A,� O R,Q Q;�N�,��
top chord,and 88Ib down and 143Ib up at 1-4-15,88 lb down and 143Ib up at 1-4-15,112Ib down and 210 lb up at 4-2-15,112 Sl•••.• ••X,•G`0
The lbdowndes an/210 1bupat on of such connection 38 b v wn is the 2 responsibility 4 others. Ib down and 23 Ib up at 7-0-14 on bottom chord. ��j�S/ON A;,;` ,,
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
Julius Lee PE No.34869
LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610
Date:
June 2,2021
Continued on page 2
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
T24191151
J41631 ZHJ7 Diagonal Hip Girder 4 1
Job Reference(optional)
East Coast Truss, Ft.Pierce,FL-34946, 8.430 s May 12 2021 MiTek Industries,Inc. Wed Jun 2 08:19:16 2021 Page 2
ID:IBJm96y5NufXfoWZnOSlr8zXmPj-YKj43o6 WlghvMzUkgEwl E0162_VDtOKsUEeatKzANef
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-4=-90,5-9=-20
Concentrated Loads(lb)
Vert:13=229(F=114,13=114)15=-176(F=-88,B=-88)16=223(F=111,13=111)
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 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
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