HomeMy WebLinkAboutTRUSS 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: 76292 - BILL & LAUREN SKOPELJA MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: GM WORLEY Project Name: SKOPELJA RESIDENCE Model: Tampa, FL 3361 0-41 1 5
Lot/Block: Subdivision:
Address: UNKNOWN
City: ST LUCIE COUNTY 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: 170 mph
Roof Load: 37.0 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 T22212758 A 12/17/20
2 T22212759 Al 12/17/20
3 T22212760 ATA 12/17/20
4 T22212761 GEA 12/17/20
5 T22212762 GEB 12/17/20
6 T22212763 SGEA 12/17/20
7 T22212764 V4 12/17/20
8 T22212765 V8 12/17/20
9 T22212766 V12 12/17/20
10 T22212767 V16 12/17/20
11 T22212768 V20 12/17/20
12 T22212769 VA 12/17/20
This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
````/11111111���'
The truss drawing(s)referenced above have been prepared by ,'��� �pE� S /(7� e
MiTek USA,Inc.under my direct supervision based on the parameters ��� \�' ••'G•E•N
provided by Chambers Truss. �;'• �� SF'•.O
No 53681
Truss Design Engineer's Name: Magid, Michael
My license renewal date for the state of Florida is February 28,2021. =
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 i .(�'•,�` Q ,•'
designs comply with ANSI/TPI 1. These designs are based upon parameters �����` '• O R
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 �I O N AL
TRENCO's customers file reference purpose only,and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the Michael S.Magid PE No.53681
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:
December 17,2020
Magid,Michael 1 of 1
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212758
76292 A Common 21 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:41 2020 Page 1
ID:gp6GASBJu EU Mn6vK6M4dghyH?51-PTeBmGGVO6z5hzMQyrftb2sOZQ7wKU1LOrOHAsy83xi
2-0-0 10-1-1 19-2-0 28-2-15 38-4-0 40-4-0
2-0-0 10-1-1 9-0-15 9-0-15 10-1-1 2-0-0
Scale=1:67.9
5x6=
5.00 12
5
4x8 22 23
4x8
4x4 4 6 4x4
3 7
Qi
21
24
2 8
1 9 IT
T
O O
14 13 12 11 10
4x5=
3x4 11 4x6= 3x8= 4x6= 3x4 11 4x5=
10-1-1 19-2-0 28-2-15 38-4-0
10-1-1 9-0-15 9-0-15 10-1-1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.16 14-17 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.36 14-17 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.12 8 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL) 0.22 12 >999 240 Weight:217 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-12,3-12
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-369(LC 10)
Max Uplift 2=-1053(LC 12),8=-1053(LC 12)
Max Grav 2=1526(LC 1),8=1526(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2844/1959,3-5=-1950/1500,5-7=-1950/1500,7-8=-2844/1958
BOT CHORD 2-14=-1591/2586,12-14=-1591/2586,10-12=-1623/2546,8-10=-1623/2546
WEBS 5-12=-611/983,7-12=-1072/806,7-10=0/381,3-12=-1071/806,3-14=0/381
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 1-10-0,Interior(1)1-10-0 to 19-2-0,Exterior(2R)
19-2-0 to 23-0-0,Interior(1)23-0-0 to 40-4-0 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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1053 lb uplift at joint 2 and 1053 lb uplift This item has been
at joint 8. electronically signed and
sealed by Magid, Michael, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212759
76292 Al Common 8 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:42 2020 Page 1
ID:gp6GASBJu EU Mn6vK6M4dghyH?51-tfBa_cH7nQ5yJ7xcWYA68FPZJgTB3wpVcVmgily83xh
2-0-0 10-1-1 19-2-0 28-2-15 38-1-4
2-0-0 10-1-1 9-0-15 9-0-15 9-10-5
Scale=1:65.4
5x6=
5.00 12
5
4x8 21 22
4x8
4x4 4 6 4x4
3 7
23
20
�{ 2 8
O1 Io
13 12 11 10 9
4x5=
3x4 4x6= 3x8= 4x6= 3x4 11 4x5=
10-1-1 19-2-0 28-2-15 38-1-4
10-1-1 9-0-15 9-0-15 9-10-5
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.16 13-19 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.36 13-19 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.12 8 n/a n/a
BCDL 10.0 Code FBC2020/TPI2014 Matrix-MS Wind(LL) 0.21 11 >999 240 Weight:211 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-6-11 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-11,3-11
REACTIONS. (size) 8=0-5-4,2=0-8-0
Max Horz 2=359(LC 11)
Max Uplift 8=-874(LC 12),2=-1052(LC 12)
Max Grav 8=1407(LC 1),2=1521(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2830/1966,3-5=-1936/1491,5-7=-1935/1509,7-8=-2798/1969
BOT CHORD 2-13=-1700/2549,11-13=-1700/2549,9-11=-1659/2496,8-9=-1659/2496
WEBS 7-11=-1031/781,5-11=-620/966,7-9=0/372,3-11=-1068/806,3-13=0/381
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 1-9-12,Interior(1)1-9-12 to 19-2-0,Exterior(2R)
19-2-0 to 22-11-12,Interior(1)22-11-12 to 38-1-4 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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 874 lb uplift at joint 8 and 1052 lb uplift This item has been
at joint 2. electronically signed and
sealed by Magid, Michael, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212760
76292 ATA ATTIC 5 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:43 2020 Page 1
ID:gp6GASBJu EU Mn6vK6M4dghyH?51-MslyByHmYkDpxH Wo3GhLgTxnFDnFoJaer9VN Eky83xg
2-0-0 8-1-2 15-0-4 1g-9-10 19-2-0 22-6-6 2$-3-12 30-2-14 38-1-4
2-0-0 8-1-2 6-11-2 -9- -9- 6-11-2 7-10-6
Scale=1:65.3
5x6=
5.00 12
7
3x4= 3x4=
3x4 I 27 28 3x4
56 89
4x8 19 4x8
4x4 4 3x4 10 4x4
3 11
0
0
m
29
26
2 8-0-0 12
�, Io
18 17 16 15 14 13
4x6=
3x4 I I 5x8 4x4= 4x4= 6x8= 3x4 11 5x6=
8-1-2 15-0-4 23-3-12 INA4 38-1-4
8-1-2 6-11-2 8-3-8 6-11-2 7-10-6
Plate Offsets(X,Y)-- [12:0-0-3,0-0-61
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.29 16-18 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.45 16-18 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.10 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.28 16-18 >999 240 Weight:252 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins.
BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
14-17:2x6 SP 240OF 2.0E JOINTS 1 Brace at Jt(s):19
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,12=0-5-4
Max Horz 2=359(LC 11)
Max Uplift 2=-904(LC 12),12=-723(LC 12)
Max Grav 2=1874(LC 18),12=1770(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3854/1697,3-5=-3174/1322,5-6=-2770/1247,6-7=-475/186,7-8=-477/189,
8-9=-2771/1265,9-11=-3170/1345,11-12=-3794/1705
BOT CHORD 2-18=-1473/3748,16-18=-1473/3748,15-16=-904/2943,13-15=-1441/3426,
12-13=-1441/3426
WEBS 9-15=-212/729,11-15=-816/615,11-13=-32/269,5-16=-198/746,3-16=-897/635,
3-18=-18/297,6-19=-2528/1235,8-19=-2528/1235
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 1-9-12,Interior(1)1-9-12 to 19-2-0,Exterior(2R)
19-2-0 to 22-11-11,Interior(1)22-11-11 to 38-1-4 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 This item has been
to the use of this truss component. electronically signed and
4)200.01b AC unit load placed on the top chord,19-2-0 from left end,supported at two points,5-0-0 apart. sealed by Magid, Michael, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
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 Printed copies of this
will fit between the bottom chord and any other members. p
7)Ceiling dead load(5.0 psf)on member(s).5-6,8-9,6-19,8-19 document are not considered
8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.15-16 signed and sealed and the
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 904 lb uplift at joint 2 and 723 lb uplift at signature must be verified
joint 12. on any electronic copies.
10)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212761
76292 GEA Common Supported Gable 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:44 2020 Page 1
ID:gp6GASBJuEUMn6vK6M4dghyH?51-g2JKPIIOJ1 LgYR4?dzCaDgU?4dHuXxwn4pFxmAy83xf
2-0-0 19-2-0 38-4-0 40-4-0
2-0-0 19-2-0 19-2-0
Scale=1:67.9
5x6=
5.00 12
12
11 13
4x8� 10 14
4x8
g 15
7 g 16 17
6 18
Qi 5 19
4 20
3 IL44
43
2
23I 4x5= 422
x5=
42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24
3x6= 3x6=
38-4-0
38-4-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.01 23 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.01 23 n/r 90
BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 22 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:272 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 38-4-0.
(lb)- Max Horz 2=369(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)34,42,32,24 except 2=-275(LC 12),35=-126(LC 12),
37=-113(LC 12),38=-113(LC 12),39=-114(LC 12),40=-109(LC 12),41=-132(LC 12),31=-126(LC 12),
29=-113(LC 12),28=-113(LC 12),27=-114(LC 12),26=-109(LC 12),25=-132(LC 12),22=-275(LC 12)
Max Grav All reactions 250 lb or less at joint(s)33,34,35,37,38,39,40,41,42,32,31,29,28,27,26,
25,24 except 2=253(LC 1),22=253(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-266/272,6-7=-182/272,7-9=-163/351,9-10=-144/431,10-11=-171/517,
11-12=-193/578,12-13=-193/578,13-14=-171/517,14-15=-141/431,15-17=-114/351,
17-18=-86/272
BOT CHORD 2-42=-91/274,41-42=-91/274,40-41=-91/274,39-40=-91/274,38-39=-91/274,
37-38=-91/274,35-37=-91/274,34-35=-91/274,33-34=-91/274,32-33=-91/274,
31-32=-91/274,29-31=-91/274,28-29=-91/274,27-28=-91/274,26-27=-91/274,
25-26=-91/274,24-25=-91/274,22-24=-91/274
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=2ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-2-0-0 to 1-10-0,Exterior(2N)1-10-0 to 19-2-0,Corner(3R) This item has been
19-2-0 to 23-2-0,Exterior(2N)23-2-0 to 40-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60 electronically signed and
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry sealed by Magid, Michael, PE
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. using a Digital Signature.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this
to the use of this truss component. p
5)All plates are 3x4 MT20 unless otherwise indicated. document are not Considered
6)Gable requires continuous bottom chord bearing. signed and sealed and the
7)Gable studs spaced at 2-0-0 oc. signature must be verified
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. on any electronic copies.
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. Michael S.Magid PE No.53681
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)34,42,32,24 MiTek USA,Inc.FL Cart 6634
except Qt=lb)2=275,35=126,37=113,38=113,39=114,40=109,41=132,31=126,29=113,28=113,27=114,26=109,25=132, 6904 Parke East Blvd.Tampa FL 33610
22=275. Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212762
76292 GEB Common Supported Gable 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:46 2020 Page 1
I D:gp6GASBJuEUMn6vK6M4dghyH?51-mQR4gzKerfe0okENIOE215ZHeRy2?uT4X6k2r3y83xd
2-0-0 11-3-0 22-6-0 24-6-0
2-0-0 11-3-0 11-3-0
Scale=1:44.0
4x6=
8
3x4 3x4
7 9
5.00 12 3x4 II 3x4
6 10
3x4 11 3x4
5 11
3x4 11 3x4
4 12
3x4 11 3x4 11
3x8 II 3 13 3x8 11
2 14
,1 3-8-8
15 M
28 27 26 25 24 23 22 21 20 19 18 17 16
3x6 11 3x6= 3x6 11
22-6-0
22-6-0
Plate Offsets(X,Y)-- [8:0-3-0,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 0.46 Vert(LL) -0.01 15 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.01 15 n/r 90
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 16 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight:145 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 22-6-0.
(lb)- Max Horz 28=-197(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)22,27,21,17 except 28=-333(LC 12),16=-333(LC 12),24=-148(LC
12),25=-110(LC 12),26=-119(LC 12),20=-148(LC 12),19=-11 O(LC 12),18=-119(LC 12)
Max Grav All reactions 250 lb or less at joint(s)24,25,26,27,20,19,18,17 except 28=273(LC 1),16=273(LC
1),22=348(LC 17),21=338(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-28=-256/599,6-7=-107/338,7-8=-131/375,8-9=-131/375,9-10=-107/338,
14-16=-256/607
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=2ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-2-0-0 to 1-3-0,Exterior(2N)1-3-0 to 11-3-0,Corner(3R)
11-3-0 to 14-3-0,Exterior(2N)14-3-0 to 24-6-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component. electronically signed and
5)All plates are 2x3 MT20 unless otherwise indicated. Sealed by Magid, Michael, PE
6)Gable requires continuous bottom chord bearing. using a Digital Signature.
7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). Printed copies of this
8)Gable studs spaced at 2-0-0 oc. p
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. document are not Considered
10)'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 signed and sealed and the
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Signature must be Verified
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,27,21,17 on any electronic copies.
except Qt=lb)28=333,16=333,24=148,25=110,26=119,20=148,19=110,18=119.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212763
76292 SGEA Common Structural Gable 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:47 2020 Page 1
I D:gp6GASBJuEUMn6vK6M4dghyH?51-Ed?T1 JLGcykFPupal6mH rJ6Q2rAJkBEEmmTbNVy83xc
2-0-0 10-1-1 19-2-0 28-2-15 38-4-0 40-4-0
2-0-0 10-1-1 9-0-15 9-0-15 10-1-1 2-0-0
Scale=1:67.9
5x6=
5.00 12
5
4x8� 56 57
4x8
4x4 4 6 4x4
3 7
Qi
55
58
2 8
9 M
�1 jf0
O O
14 13 12 11 10
4x6= 3x8= 4x6= 4x5=
4x5=
10-1-1 19-2-0 28-2-15 38-4-0
10-1-1 9-0-15 9-0-15 10-1-1
Plate Offsets(X,Y)-- [21:0-1-14,0-1-8],[40:0-1-14,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.16 14-51 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.36 14-51 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(CT) 0.12 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.22 12 >999 240 Weight:296 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-12,3-12
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-369(LC 10)
Max Uplift 2=-1053(LC 12),8=-1053(LC 12)
Max Grav 2=1526(LC 1),8=1526(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2844/1959,3-5=-1950/1500,5-7=-1950/1500,7-8=-2844/1958
BOT CHORD 2-14=-1591/2586,12-14=-1591/2586,10-12=-1623/2546,8-10=-1623/2546
WEBS 5-12=-611/983,7-12=-1072/806,7-10=0/381,3-12=-1071/806,3-14=0/381
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-2-0-0 to 1-10-0,Interior(1)1-10-0 to 19-2-0,Exterior(2R)
19-2-0 to 23-0-0,Interior(1)23-0-0 to 40-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. This Item has been
5)All plates are 3x4 MT20 unless otherwise indicated. electronically Signed and
6)Gable studs spaced at 2-0-0 oc. sealed by Magid, Michael, PE
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members. p
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) document are not considered
2=1053,8=1053. signed and sealed and the
signature must be verified
on any electronic copies.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212764
76292 V4 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:50 2020 Page 1
ID:gp6GASBJu EUMn6vK6M4dghyH?51-eCgbfLN9vt6pH MY8_EJ_Sxk21215xjkgSkiF_gy83xZ
2-0-0 4-0-0
2-0-0 2-0-0
3x6= Scale=1:7.5
5.00 12 2
3
1
3x4 3x4
4-0-0
4-0-0
Plate Offsets(X,Y)-- [2:0-3-0,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 0.16 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-0-0,3=4-0-0
Max Horz 1=-19(LC 10)
Max Uplift 1=-59(LC 12),3=-59(LC 12)
Max Grav 1=94(LC 1),3=94(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.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;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)Gable requires continuous bottom chord bearing.
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)1,3.
This item has been
electronically signed and
sealed by Magid, Michael, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212765
76292 V8 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:51 2020 Page 1
ID:gp6GASBJu EUMn6vK6M4dghyH?51-7OEzthOngBEgu W7LXxgD?9H52SeWg9HphORpWGy83xY
4-0-0 8-0-0
4-0-0 4-0-0
Scale=1:14.6
4x4=
2
5.00 12
3
1
4
3x4 i 2x3 3x4
8-0-0
8-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=8-0-0,3=8-0-0,4=8-0-0
Max Horz 1=49(LC 11)
Max Uplift 1=-90(LC 12),3=-90(LC 12),4=-122(LC 12)
Max Grav 1=118(LC 1),3=118(LC 1),4=248(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-4=-179/366
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.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;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)Gable requires continuous bottom chord bearing.
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)1,3 except Qt=lb)
4=122.
This item has been
electronically signed and
sealed by Magid, Michael, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212766
76292 V12 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:48 2020 Page 1
I D:gp6GASBJuEUMn6vK6M4dghyH?51-ipZrEfLuNGs512OmspH W N WtWAEYYTnzN?QD8wyy83xb
6-0-0 12-0-0
6-0-0 6-0-0
Scale=1:18.9
4x6=
2
5.00 12
7
6
8
ci 5
3
1
4
3x4 2x3 11 3x4
12-0-0
12-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:38 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=12-0-0,3=12-0-0,4=12-0-0
Max Horz 1=79(LC 11)
Max Uplift 1=-121(LC 12),3=-121(LC 12),4=-245(LC 12)
Max Grav 1=175(LC 21),3=175(LC 22),4=439(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 2-4=-288/490
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-8-12 to 3-8-12,Interior(1)3-8-12 to 6-0-0,Exterior(2R)
6-0-0 to 9-0-0,Interior(1)9-0-0 to 11-3-4 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)Gable requires continuous bottom chord bearing.
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 Qt=lb) This item has been
1=121,3=121,4=245.
electronically signed and
sealed by Magid, Michael, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212767
76292 V16 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:49 2020 Page 1
ID:gp6GASBJu EUMn6vK6M4dghyH?51-A?6DS?M W8a_yfCzyQWolwkBlde_zCE 1 XD4yiSOy83xa
8-0-0 16-0-0
8-0-0 8-0-0
Scale=1:25.3
4x4=
3
5.00 12 2x3 2x3 II
2 4
10 11
ci
9 12
5
1
8 7 6
3x4 2x3 11 2x3 11 2x3 11
3x4
16-0-0
16-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:57 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 16-0-0.
(lb)- Max Horz 1=-108(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)1,5,7 except 6=-324(LC 12),8=-324(LC 12)
Max Grav All reactions 250 lb or less at joint(s)1,5,7 except 6=442(LC 18),8=442(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 4-6=-304/530,2-8=-304/530
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-8-12 to 3-8-12,Interior(1)3-8-12 to 8-0-0,Exterior(2R)
8-0-0 to 11-0-0,Interior(1)11-0-0 to 15-3-4 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)Gable requires continuous bottom chord bearing.
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)1,5,7 except This item has been
Qt=lb)6=324,8=324.
electronically signed and
sealed by Magid, Michael, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212768
76292 V20 Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:49 2020 Page 1
I D:gp6GASBJuEUMn6vK6M4dghyH?51-A?6DS?M W8ayfCzyQWolwkBmpew9CEJXD4yiSOy83xa
10-0-0 20-0-0
10-0-0 10-0-0
Scale=1:31.6
4x4=
3
5.00 12
2x3 11 12 2x3 11
2 4
ci
10
13
1
5
Li
3x4 9 8 7 6 3x4
2x3 3x6= 2x3 11 2x3 11
20-0-0
20-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:71 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-0-0.
(lb)- Max Horz 1=138(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)1,5,7 except 6=-328(LC 12),9=-328(LC 12)
Max Grav All reactions 250 lb or less at joint(s)1,5,7 except 6=443(LC 18),9=443(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 4-6=-321/470,2-9=-321/470
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-8-12 to 3-8-12,Interior(1)3-8-12 to 10-0-0,Exterior(2R)
10-0-0 to 13-0-0,Interior(1)13-0-0 to 19-3-4 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)Gable requires continuous bottom chord bearing.
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)1,5,7 except This item has been
Qt=lb)6=328,9=328.
electronically signed and
sealed by Magid, Michael, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply BILL&LAUREN SKOPELJA
T22212769
76292 VA Valley 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 8.430 s Nov 30 2020 MiTek Industries,Inc. Thu Dec 17 11:42:52 2020 Page 1
ID:gp6GASBJu EU Mn6vK6M4dghyH?51-baoM41 OPRVMXWfiX5fLSYMpN WsvPPbgzv2BM3jy83xX
11-3-0 22-6-0
11-3-0 11-3-0
Scale=1:38.1
4x4=
3
5.00 12
11 12
2x3 2x3
2 4
10 13
1 5
N N
� IM
a a
3x4 9 8 7 6 3x4
2x3 11 3x6— 2x3 11 2x3 11
22-6-0
22-6-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:83 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
1-8:2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 22-6-0.
(lb)- Max Horz 1=-168(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)7 except 1=-103(LC 12),5=-103(LC 12),6=-383(LC 12),
9=-383(LC 12)
Max Grav All reactions 250 lb or less at joint(s)1,5 except 7=300(LC 1),6=515(LC 18),9=516(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 4-6=-377/515,2-9=-380/517
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-1-12,Interior(1)3-1-12 to 11-3-0,Exterior(2R)
11-3-0 to 14-3-0,Interior(1)14-3-0 to 22-4-4 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)Gable requires continuous bottom chord bearing.
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. This Item has been
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except Qt=lb) electronically signed and
1=103,5=103,6=383,9=383. sealed by Magid, Michael, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Michael S.Magid PE No.53681
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
December 17,2020
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 BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
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