HomeMy WebLinkAbout005 Truss Engineering(1) 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: 2821156 - 2821156 MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: COLE CONSTRUCTION SERVICES Project Name: - Model: FEK f,W 3361 0-41 1 5
Lot/Block: N/A Subdivision: FEKETA RES
Address: 3401 SNEED RD, -
City: Fort Pierce State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: 160 mph
Roof Load: 40.0 psf Floor Load: N/A psf
This package includes 12 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 T24594089 Al 7/7/21
2 T24594090 A2 7/7/21
3 T24594091 A3 7/7/21
4 T24594092 A4 7/7/21
5 T24594093 A5 7/7/21
6 T24594094 AH7 7/7/21
7 T24594095 CAA A 7/7/21
8 T24594096 CJ2A 7/7/21
9 T24594097 CJ3A 7/7/21
10 T24594098 CJ5A 7/7/21
11 T24594099 EJ7A 7/7/21
12 T24594100 HJ7 7/7/21
The truss drawing(s)referenced above have been prepared by � %001 N v
MiTek USA,Inc.under my direct supervision based on the parameters � •,��G•E•N 5�.,�
provided by Builders FirstSource(Plant City,FL).
• No 68182
Truss Design Engineer's Name: Velez, Joaquin _ * •:* -
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 O F
that the engineer named is licensed in the jurisdiction(s)identified and that the ��,� �t` P•:���
designs comply with ANSI/TPI 1. These designs are based upon parameters � �` '• O R \O.• N
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �i SS' ••• '•• ��
given to MiTek or TRENCO. Any project specific information included is for MiTek's or ��'11 11O N A;
TRENCO's customers file reference purpose only,and was not taken into account in the
01
preparation of these designs. MiTek or TRENCO has not independently verified the Joaquin Velez PE No.68182
applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634
the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date:
July 7,2021
Velez,Joaquin 1 of 1
Job Truss Truss Type Qty Ply 2821156
T24594089
2821156 Al Hip 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:07:50 2021 Page 1
I D:vgK1 ihid IG WOojp?AIYa38z_okj-a3PyKtIRN80ZThT6d00897GTpVtmrixSCsTtxgz_INd
5-1-15 16-6-0 24-0-0 27-10-0 33-0-0 35-0-0
2-0-0 5-1-15 3-10-0 7-6-0 7-6-0 3-10-1 5-2-0 2-0-0
Scale=1:60.9
5x6= 2x4 11 5x6=
4.00 12
4 23 24 5 25 26 6
2x4 T1 2x4
3 7 27
ST1.5x8 STP= 22 ST1.5x8 STP= r
ci
21
28 n
2 B
ri1W 9 Icy
6 0
14 13 12 11 10
3x6= 3x4 4x6= 3xB= 4x4= 3x4= 3x6=
9-0-0 16-6-0 24-0-0 33-0-0
9-0-0 7-6-0 7-6-0 9-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.33 12 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.66 10-12 >598 240
BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.16 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Wind(LL) 0.44 12 >905 240 Weight:154 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
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-97(LC 8)
Max Uplift 2=-728(LC 10),8=-728(LC 10)
Max Grav 2=1440(LC 1),8=1440(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3400/2506,3-4=-3083/2271,4-5=-3669/2790,5-6=-3669/2790,6-7=-3083/2271,
7-8=-3400/2506
BOT CHORD 2-14=-2213/3198,12-14=-1906/2880,10-12=-1906/2880,8-10=-2213/3198
WEBS 3-14=-335/333,4-14=-46/407,4-12=-619/981,5-12=-500/537,6-12=-619/981,
6-10=-46/407,7-10=-335/333
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=33ft;eave=oft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 1-3-10,Interior(1)1-3-10 to 4-4-0,Exterior(2R)
4-4-0 to 13-8-0,Interior(1)13-8-0 to 19-4-0,Exterior(2R)19-4-0 to 28-8-0,Interior(1)28-8-0 to 31-8-6,Exterior(2E)31-8-6 to 35-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=728,8=728.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
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 2821156
T24594090
2821156 A2 Hip 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:07:52 2021 Page 1
ID:vgK1 ihidlGWOojp?AIYa38z_okj-XSXilZnivleHj_dVkp3cEYLg1 IZ4JiAkfAy_bjz_INb
2-0-0 7-6-5 11-0-0 16-6-0 22-0-0 25-5-11 33-0-0 35-0-0
2-0-0 7-6-5 3-5-11 5-6-0 5-6-0 3-5-11 7-6-5 2-0-0
Scale=1:60.9
5x6=
3x4= 5x6=
4.00 12 4 22 23 5 24 25 6
2x4 Q 2x4 i
3 7
P1 26
ST1.5x8 STP= ST1.5x8 STP=
20 27
2 8 n
r]1 9 Td,
0 0
13 12 11 10
3x6= 3x8 4x6= 4x4= 3x8 3x6=
11-0-0 22-0-0 33-0-0
11-0-0 11-0-0 11-0-0
Plate Offsets(X,Y)-- [2:0-1-10,0-0-4],[8:0-1-10,0-0-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.29 10-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.69 10-13 >571 240
BCLL 0.0 * Rep Stress Incr YES WB 0.42 Horz(CT) 0.13 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Wind(LL) 0.31 10-13 >999 240 Weight:148 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-115(LC 8)
Max Uplift 2=-728(LC 10),8=-728(LC 10)
Max Grav 2=1440(LC 1),8=1440(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3238/2425,3-4=-2860/2162,4-5=-2640/2076,5-6=-2640/2076,6-7=-2860/2162,
7-8=-3238/2425
BOT CHORD 2-13=-2115/3031,10-13=-2055/2927,8-10=-2115/3031
WEBS 3-13=-449/465,4-13=-382/683,5-13=-475/398,5-10=-475/398,6-10=-382/683,
7-10=-449/465
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=33ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 1-3-10,Interior(1)1-3-10 to 6-4-0,Exterior(2R)
6-4-0 to 15-8-0,Interior(1)15-8-0 to 17-4-0,Exterior(2R)17-4-0 to 26-8-0,Interior(1)26-8-0 to 31-8-6,Exterior(2E)31-8-6 to 35-0-0
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=728,8=728.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
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 2821156
T24594091
2821156 A3 Hip 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:07:54 2021 Page 1
ID:vgK1 ihidlGWOojp?AIYa38z_okj-TgeTAFoyRMu?ylntsE54KzQCB6GenYX17UR4gbz_INZ
2-0-0 6-6-0 13-0-0 20-0-0 26-6-0 33-0-0 35-0-0
2-0-0 6-6-0 6-6-0 7-0-0 6-6-0 6-6-0 2-0-0
Scale=1:60.9
5x8=
Sx8=
4.00 F12 4 5
3x4 22 23 3x4
3 6 n
ST1.5x8 STP= ST1.5x8 STP=
a
21 24
2 7
ri1IN Io;
O 14 13 12 11 10 9 6
3x6= 2x4 I I 3x4= 3x8= 2x4 II 3x6=
3x4= 4x4=
6-6-0 13-0-0 20-0-0 26-6-0 33-0-0
6-6-0 6-6-0 7-0-0 6-6-0 6-6-0
Plate Offsets(X,Y)-- [4:0-4-0,0-2-3],[5:0-4-0,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.23 10-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.51 10-13 >770 240
BCLL 0.0 * Rep Stress Incr YES WB 0.69 Horz(CT) 0.15 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Wind(LL) 0.31 10 >999 240 Weight:156 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 WEBS 1 Row at midpt 4-10
REACTIONS. (size) 2=0-8-0,7=0-8-0
Max Horz 2=-132(LC 8)
Max Uplift 2=-728(LC 10),7=-728(LC 10)
Max Grav 2=1440(LC 1),7=1440(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3392/2406,3-4=-2616/2001,4-5=-2410/1976,5-6=-2617/2000,6-7=-3391/2407
BOT CHORD 2-14=-2115/3173,13-14=-2115/3173,10-13=-1578/2409,9-10=-2115/3172,
7-9=-2115/3172
WEBS 3-13=-797/564,4-13=-121/478,5-1 0=-1 21/478,6-10=-797/565
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=33ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 1-3-10,Interior(1)1-3-10 to 8-4-0,Exterior(2R)
8-4-0 to 24-8-0,Interior(1)24-8-0 to 31-8-6,Exterior(2E)31-8-6 to 35-0-0 zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=728,7=728.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
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 2821156
T24594092
2821156 A4 Hip 2 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:07:56 2021 Page 1
ID:vgK1 ihidlGWOojp?AIYa38z_okj-PDmDbwgCz_8iBcxGzf7YPOWXYVXHFXSKanwBkUz_INX
2-0-0 7-6-0 15-0-0 18-0-0 25-6-0 33-0-0 35-0-0
2-0-0 7-6-0 7-6-0 3-0-0 7-6-0 7-6-0 2-0-0
Scale=1:62.0
4.00 F12 5x6= 5x6=
4 5
5x8 22 23 5x8
3 6
ST1.5x8 STP= ST1.5x8 STP=
21 24
1ol8 I�,
14 13 12 11 10 9
3x6— 2x4 11 4x6= 3x4= 3x8= 2x4 11 3x6=
3x4=
7-6-0 15-0-0 18-0-0 25-6-0 33-0-0
7-6-0 7-6-0 3-0-0 7-6-0 7-6-0
Plate Offsets(X,Y)-- [3:0-4-0,0-3-0],[6:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.23 12 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.51 12-14 >773 240
BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(CT) 0.15 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Wind(LL) 0.30 12 >999 240 Weight:158 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 WEBS 1 Row at midpt 3-12,6-10
REACTIONS. (size) 2=0-8-0,7=0-8-0
Max Horz 2=150(LC 9)
Max Uplift 2=-728(LC 10),7=-728(LC 10)
Max Grav 2=1440(LC 1),7=1440(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3335/2274,3-4=-2364/1763,4-5=-2157/1752,5-6=-2365/1763,6-7=-3334/2274
BOT CHORD 2-14=-1980/3113,12-14=-1983/3107,10-12=-1308/2156,9-10=-1983/3106,
7-9=-1980/3112
WEBS 3-14=0/314,3-12=-1000/710,4-12=-190/452,5-10=-190/452,6-10=-998/709,6-9=0/313
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=33ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 1-3-10,Interior(1)1-3-10 to 10-4-0,Exterior(2R)
10-4-0 to 22-8-0,Interior(1)22-8-0 to 31-8-6,Exterior(2E)31-8-6 to 35-0-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=728,7=728.
8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
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 2821156
T24594093
2821156 A5 Common 13 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:07:57 2021 Page 1
ID:vgKlihidlGWOojp?AIYa38z_okj-tPKboGrrkHGZpmWSXMenxb2kHJLc uZUpRgkHwz_INW
2-0-0 5-6-0 11-0-0 16-6-0 22-0-0 27-6-0 33-0-0 35-0-0
2-0-0 5-6-0 5-6-0 5-6-0 5-6-0 5-6-0 5-6-0 2-0-0
Scale=1:59.8
4x6=
4.00 12
6
2x4 II 23 24 2x4 II
7
4x4 5
4x4
2x4 zz� 4 8 2x4
3 9
ST1.5x8 STP— ST1.5x8 STP=
2P 25
n 2 10
d]1W W 11 17
15 14 26 27 13 12
3x8= 4x8= 4x4= 3x4= 4x8= 3x8=
11-0-0 22-0-0 33-0-0
11-0-0 11-0-0 11-0-0
Plate Offsets(X,Y)-- [4:0-2-0,Edge],[8:0-2-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.44 12-15 >900 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.76 12-15 >518 240
BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.11 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Wind(LL) 0.28 12-15 >999 240 Weight:157 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31*Except* TOP CHORD Structural wood sheathing directly applied.
1-4,8-11:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied.
BOT CHORD 2x4 SP M 31
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-163(LC 8)
Max Uplift 2=-728(LC 10),10=-728(LC 10)
Max Grav 2=1549(LC 15),10=1549(LC 16)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3695/2222,3-5=-3212/1873,5-6=-3212/2022,6-7=-3212/2022,7-9=-3212/1873,
9-10=-3695/2222
BOT CHORD 2-15=-1943/3582,12-15=-1069/2147,10-12=-1943/3498
WEBS 6-12=-631/1300,7-12=-359/427,9-12=-571/449,6-15=-631/1300,5-15=-359/427,
3-15=-570/449
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=33ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 1-3-10,Interior(1)1-3-10 to 13-2-6,Exterior(2R)
13-2-6 to 19-9-10,Interior(1)19-9-10 to 31-8-6,Exterior(2E)31-8-6 to 35-0-0 zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=I O.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=728,10=728.
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
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 2821156
T24594094
2821156 AH7 Hip Girder 2
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:08:02 2021 Page 1
ID:vgK1 ihidlGWOojp?AIYa38z_okj-EN7Us_vzYgvsvXOQKwEyeflXQKzWfADDzjNVy8z_INR
2-0-0 7-0-0 11-8-2 16-6-0 21-3-14 26-0-0 33-0-0 35-0-0
2-0-0 7-0-0 4-8-2 4-9-14 4-9-14 4-8-2 7-0-0 2-0-0
Scale=1:60.9
4.00 F12 5x6 2x4 5x8= 2x4 5x6
3 21 22 4 23 24 5 25 26 6 27 28 7
n'
2 ry
L":8
9 JA
6 6
16 15 2930
14 31 32 13 33 34 1235
11 36 10
5x6= 2x4 11 6x8= 4xB= 2x4 11 4x8= 6x8= 2x4 11 ST1.5x8 STP=
ST1.5x8 STP= 5x6=
7-0-0i 1-8-2 1%6-0 21-3-14 26-0-0 33-0-0
7-0-0 4-8-2 4-9-14 4-9-14 4-8-2 7-0-0
Plate Offsets(X,Y)-- [2:0-4-14,0-0-3],[3:0-4-0,0-3-0],[5:0-4-0,0-3-0],[7:0-4-0,0-3-0],[8:0-3-0,0-2-13]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.85 13 >468 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.88 13 >452 240
BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.14 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MSH Weight:355 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x6 SP No.2*Except` BOT CHORD Rigid ceiling directly applied or 6-8-11 oc bracing.
11-15:2x6 SP M 26
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=79(LC 31)
Max Uplift 2=-2090(LC 8),8=-2090(LC 8)
Max Grav 2=3250(LC 36),8=3250(LC 37)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-9379/5829,3-4=-12075/7528,4-5=-12075/7528,5-6=-12082/7532,6-7=-12082/7532,
7-8=-9379/5830
BOT CHORD 2-16=-5390/8913,14-16=-5352/8846,13-14=-8268/13599,12-13=-8268/13599,
10-12=-5352/8786,8-10=-5391/8853
WEBS 3-16=-607/1056,3-14=-2222/3719,5-14=-1707/1019,5-13=-577/1126,5-12=-1697/1014,
7-12=-2226/3727,7-10=-606/1053
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=33ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6)Provide adequate drainage to prevent water ponding.
7)The Fabrication Tolerance at joint 3=0%,joint 7=0%
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Joaquin Velez PE No.68182
2=2090,8=2090. MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
Continued on a e 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 2821156
T24594094
2821156 AH7 Hip Girder 2
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:08:02 2021 Page 2
ID:vgK1 ihidlGWOojp?AIYa38z_okj-EN7Us_vzYgvsvXOQKwEyeflXQKzWfADDzjNVy8z_INR
NOTES-
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)66 lb down and 67 lb up at 7-0-0,66 lb down and 64 lb up at 9-0-12,
66 lb down and 64 lb up at 11-0-12,66 lb down and 64 lb up at 13-0-12,66 lb down and 64 lb up at 15-0-12,66 lb down and 64 lb up at 16-6-0,66 lb down and 64 lb up
at 17-11-4,66 lb down and 64 lb up at 19-11-4,66 lb down and 64 lb up at 21-11-4,and 66 lb down and 64 lb up at 23-11-4,and 66 lb down and 67 lb up at 26-0-0 on
top chord,and 567 lb down and 478 lb up at 7-0-0,297 lb down and 190 lb up at 9-0-12,297 lb down and 190 lb up at 11-0-12,297 lb down and 190 lb up at 13-0-12,
297 lb down and 190 lb up at 15-0-12,297 lb down and 190 lb up at 16-6-0,297 lb down and 190 lb up at 17-11-4,297 lb down and 190 lb up at 19-11-4,297 lb down
and 190 lb up at 21-11-4,and 297 lb down and 190 lb up at 23-11-4,and 567 lb down and 478 lb up at 25-11-4 on bottom chord. The design/selection of such
connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-7=-60,7-9=-60,2-8=-20
Concentrated Loads(lb)
Vert:16=-504(B)3=23(B)5=23(B)13=-225(B)7=23(B)10=-504(B)21=23(B)22=23(B)23=23(B)24=23(B)25=23(B)26=23(B)27=23(B)28=23(B)29=-225(B)
30=-225(B)31=-225(B)32=-225(B)33=-225(B)34=-225(B)35=-225(B)36=-225(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 2821156
T24594095
2821156 CAA Jack-Open 8 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:08:03 2021 Page 1
I D:vgK1 ihid IG WOojp?AIYa38z_okj-iZhs3KvbJ7ljXhzcudlBBslpN kXOOmU M BN73Uaz_INQ
-2-0-0 0-11-4
2-0-0 0-114
Scale=1:6.7
3
4.00 F12 2
0
00
M
S STP=
�0 4
1 Qo
�o
Qo
3x4
I
Plate Offsets(X,Y)-- [2:0-1-6,0-0-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0
Max Horz 2=71(LC 10)
Max Uplift 3=-92(LC 1),2=-337(LC 10)
Max Grav 3=158(LC 10),2=287(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb)
2=337.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
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 2821156
T24594096
2821156 CJ2A Jack-Open 7 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:08:04 2021 Page 1
I D:vgK1 ihid IG WOojp?AIYa38z_okj-AI FFGgwE4R9a9rYoRKGQj4rz78se7DkWQ 1 sc00z_INP
-2-0-0 2-11-4
2-0-0 2-114
Scale=1:10.1
3
4.00 12
2
ST STP
111 Q° 4
1 Q°
A.
3x4—
2-11-4
2-11 4
Plate Offsets(X,Y)-- [2:0-1-10,0-04]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 4-7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=106(LC 10)
Max Uplift 3=-39(LC 7),2=-301(LC 10),4=-35(LC 7)
Max Grav 3=53(LC 1),2=277(LC 1),4=44(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb)
2=301.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
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 2821156
T24594097
2821156 CJ3A Jack-Open 1 1
Job Reference(optional)
Builders FirstSource,Plant City,Florida 8.430 s Feb 12 2021 MiTek Industries,Inc.Wed Jul 7 10:17:37 2021 Page 1
ID:vgK1 ihidlGWOojp?AIYa38z_okj-4fal6kF3dO9TfX6YOnTH_wulLOZteNVrwHBM?Pz_VPy
-2-0-0 2-11-4
2-0-0 2-11-4
Scale=1:10.0
3
4.00 12
2
S ST =
1 Q° 4
1 Q°
3x4
2-11-4
2-11-4
Plate Offsets(X,Y)-- [2:0-0-14,0-0-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.01 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 4-7 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=53/Mechanical,2=277/0-8-0 (min.0-1-8),4=20/Mechanical
Max Horz 2=106(LC 10)
Max Uplift 3=-39(LC 7),2=-301(LC 10),4=-35(LC 7)
Max Grav 3=53(LC 1),2=277(LC 1),4=44(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 3,301 Ib uplift at joint 2
and 35 lb uplift at joint 4.
LOAD CASE(S) Standard
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
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 2821156
T24594098
2821156 CJ5A Jack-Open 8 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:08:06 2021 Page 1
I D:vgK1 ihid IG WOojp?AIYa38z_okj-68N?hLyUc2PI08iBZIJupVwljxQU b7DotLLj5vz_IN N
-2-0-0 4-11-4
2-0-0 4-11-4
Scale=1:13.3
3
4.00 12
2
ST STIR—
4° 4
4x4
4-11-4
4-11-4
Plate Offsets(X,Y)-- [2:0-1-14,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.11 4-7 >510 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.05 4-7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:18 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.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=142(LC 10)
Max Uplift 3=-99(LC 10),2=-346(LC 10),4=-67(LC 7)
Max Grav 3=117(LC 1),2=340(LC 1),4=84(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)3,4 except Qt=lb)
2=346.
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
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 2821156
T24594099
2821156 EJ7A Jack-Open 22 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:08:07 2021 Page 1
ID:vgK1 ihidlGWOojp?AIYa38z_okj-bKxNvhz6NMX901HN7Tg7LiTWQLgZKZ?y6?5GdLz_INM
2 O 0 4-9-5 7-0-0
2-0-0 4-9-5 2-2-11
Scale=1:17.3
4
3x4
4.00 12 3
N r
N
M
N
2
ST P=
6
3x4= 2x4 Q 5
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-1-2,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.06 6-9 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.12 6-9 >708 240
BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-AS Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,6=Mechanical
Max Horz 2=236(LC 12)
Max Uplift 4=-52(LC 12),2=-342(LC 12),6=-170(LC 12)
Max Grav 4=39(LC 19),2=566(LC 19),6=337(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-331/156
BOT CHORD 2-6=-252/358
WEBS 3-6=-451/317
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Open,GCpi=0.00;MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 0-9-12,Interior(1)0-9-12 to 2-8-5,Exterior(2R)
2-8-5 to 6-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb)
2=342,6=170.
7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum
sheetrock be applied directly to the bottom chord.
Joaquin Velez PE No.68182
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 7,2021
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 2821156
T24594100
2821156 HJ7 Diagonal Hip Girder 4 1
Job Reference(optional)
Builders FirstSource(Plant City,FL), Plant City,FL-33567, 8.430 s Jun 2 2021 MiTek Industries,Inc. Tue Jul 6 15:08:09 2021 Page 1
ID:vgK1 ihidlGWOojp?AIYa38z_okj-Xj28KN_MvznsFcQmEusbQ7Yiw9PIoR9FaJaNiEz_INK
-2-9-15 5-4-5 9-10-1
2-9-15 54-5 4-5-11
Scale=1:23.1
3x4
4
2.83 12 2x4 11
3
10
2 . x8 STP—
1.5x8 T
1 v° v° 12 13 6
d° 6• Q°6
3x6= 3x6= 5
0-8-0 9-10-1
0-8-0 9-2-1
Plate Offsets(X,Y)-- [2:0-2-5,Edge],[4:0-2-15,0-0-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.41 6-9 >282 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.44 6-9 >263 240
BCLL 0.0 * Rep Stress Incr NO WB 0.24 Horz(CT) -0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-3 oc purlins,
BOT CHORD 2x4 SP No.1 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-10-11 oc bracing.
REACTIONS. All bearings Mechanical except Qt=length)2=0-8-0,2=0-8-0.
(lb)- Max Horz 2=175(LC 8)
Max Uplift All uplift 100 lb or less atjoint(s)4 except 2=-554(LC 8),6=-282(LC 8)
Max Grav All reactions 250 lb or less at joint(s)4 except 2=664(LC 28),2=511(LC 1),6=339(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-707/522
BOT CHORD 2-6=-594/691
WEBS 3-6=-727/625
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=O.18;MWFRS(directional);porch 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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb)
2=554,6=282.
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)37 lb down and 51 lb up at
4-3-11,37 lb down and 51 lb up at 4-3-11,and 71 lb down and 121 lb up at 7-1-10,and 71 lb down and 121 lb up at 7-1-10 on top
chord,and 154 lb down and 121 lb up at 1-5-12,154 lb down and 121 lb up at 1-5-12,8 lb down and 47 lb up at 4-3-11,8 lb down
and 47 lb up at 4-3-11,and 30 lb down and 88 lb up at 7-1-10,and 30 lb down and 88 lb up at 7-1-10 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf) Joaquin Velez PE No.68182
Vert:1-4=-60,5-7=-20 MiTek USA,Inc.FL Cent 6634
Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610
Vert:9=106(F=53,B=53)11=-65(F=-32,B=-32)12=2(F=1,B=1)13=-50(F=-25,B=-25) Date:
July 7,2021
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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