HomeMy WebLinkAboutAPPROVED Truss Engineering-9724 Starboard Lot 75 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: 2566355(CaymanB1-1560) - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Renar Homes Project Name: 2566355 Model: Tampa, FL 3361 0-41 1 5_
Lot/Block: Subdivision: _
Address: 9724 Starboad Dr, _
City: _ State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: N/A Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 37 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 No. Seal# Truss Name Date
1 T22763927 A01 2/8/21 23 T22763949 CJ3A 2/8/21
2 T22763928 A02 2/8/21 24 T22763950 CJ4A 2/8/21
3 T22763929 A03 2/8/21 25 T22763951 CJ5 2/8/21
4 T22763930 A04 2/8/21 26 T22763952 E01 2/8/21
5 T22763931 A05 2/8/21 27 T22763953 E02 2/8/21
6 T22763932 A06 2/8/21 28 T22763954 E03 2/8/21
7 T22763933 A07 2/8/21 29 T22763955 EJ7 2/8/21
8 T22763934 A08 2/8/21 30 T22763956 EJ7A 2/8/21
9 T22763935 A09 2/8/21 31 T22763957 GE01 2/8/21
10 T22763936 A10 2/8/21 32 T22763958 HJ7 2/8/21
11 T22763937 All 2/8/21 33 T22763959 HJ7A 2/8/21
12 T22763938 Al2 2/8/21 34 T22763960 V1 2/8/21
13 T22763939 A13 2/8/21 35 T22763961 V2 2/8/21
14 T22763940 B01 2/8/21 36 T22763962 V3 2/8/21
15 T22763941 B02 2/8/21 37 T22763963 V4 2/8/21
16 T22763942 B03 2/8/21
17 T22763943 C01 2/8/21
18 T22763944 CO2 2/8/21
19 T22763945 CO3 2/8/21
20 T22763946 C04 2/8/21
21 T22763947 CJ 1 2/8/21
22 T22763948 CJ3 2/8/21
The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. J ER 'P.
under my direct supervision based on the parameters �� P,�•...••... /� ��
provided by Builders FirstSource(Fort Pierce). `,�.` .��G E N S�.•ti ,i���
Truss Design Engineer's Name: Finn, Walter 39
My license renewal date for the state of Florida is February 28,2021.
UJ
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF : 44/
that the engineer named is licensed in the jurisdiction(s)identified and that the O•• �&,
designs comply with ANSI/TPI 1. These designs are based upon parameters •• A,4 P;•• ��
O
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �ij�s• R \�' �?��``
given to MiTek or TRENCO. Any project specific information included is for MiTek's or • •••• •��
TRENCO's customers file reference purpose only,and was not taken into account in the ��,,��N A',,,���
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use, Walter P.Finn PE No.22839
the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
Finn,Walter 1 of 1
Job Truss Truss Type Qty Ply
T22763927
2566355(CAYMANBI-156-) A01 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:22 2021 Page 1
I D:7c7UIVpOOu Ij EQAplOt68lyOFsq-oMgXOEsma7DG2a_GVmL_dSOdxpx6GFdF?gxEjnznAmt
r1-4-01 3-9-4 7-0-0 8-4-01 13-1%0 19-4-0 21-8-0 26-4-0 31-0-0 34-2-12 38-0-0 39-4-0,
1-4-0 3-9-4 3-2-12 1-4-0 5-6-0 5-6-0 2 4-0 4-8-0 4-8-0 3-2-12 3-9-4 1-4-0
Scale=1:67.8
Special
Special Special Special Special Special Special Special
5x8= Special
4x6= Special 3x6= Special 3x4 11 6x8= Special 2x4 11 Special 5x8=
6.00 12 3 4 23 24 25 26 5 27 28 296 30 7 31 3233 8 34 35 36 9
cp
0
r
2 10
1 19 17 11 Iv lop
o '' 37 38 39 40 41 42 o
18 0
3x6= 22 21 20 3x4 16 1543 14 44 45 1346 47 12 3x6=
=
6x8= 2x4 11 6x8= Special 6x8= Special 2x4 11
2x4 II 6x8= Special
Special Special
7x8= Special
Special
3-9-4 7-0-0 8-4-0 13-10-0 19-4-0 21-8-0 26-4-0 31-o-O 34-2-12 38-0-0
3-9-4 3-2-12 1-4-0 5-6-0 5-6-0 2-4-0 4-8-0 4-8-0 3-2-12 T 3-9
Plate Offsets(X,Y)-- [3:0-6-0,0-2-81,[9:0-6-0,0-2-81,[13:0-2-8,0-3-01,[14:0-3-8,0-3-01,[17:0-2-12,0-3-01,[19:0-5-8,0-4-41,[22:0-3-8,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.22 18-19 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.27 18-19 >958 180
BCLL 0.0 * Rep Stress Incr NO WB 0.88 Horz(CT) 0.09 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:200 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. Except:
17-19:2x4 SP No.1 6-0-0 oc bracing:15-17,19-21
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17,7-13
REACTIONS. (size) 2=0-8-0,14=0-8-0,10=0-8-0
Max Horz 2=-171(LC 6)
Max Uplift 2=-1013(LC 8),14=-2872(LC 8),10=-607(LC 8)
Max Grav 2=1297(LC 29),14=3854(LC 1),10=759(LC 30)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2148/1618,3-4=-2407/1909,4-5=-1624/1278,5-6=-675/1012,6-7=-717/1067,
9-10=-971/760
BOT CHORD 2-22=-1274/1900,18-19=-1732/2564,17-18=-1033/1680,13-14=-1953/1576,
12-13=-547/810,10-12=-527/780,6-17=-384/401
WEBS 3-22=-833/578,4-18=-984/783,5-18=-347/773,5-17=-2943/2158,7-14=-2851/2172,
7-13=-1763/2308,8-13=-346/376,9-13=-1144/878,9-12=-493/740,7-17=-1082/1562,
14-17=-1852/1567,19-22=-1447/2294,3-19=-1201/1621
NOTES- 1/11111111,�,'
1)Unbalanced roof live loads have been considered for this design. `��� �ER P
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. �N ``per,,.••••.• //� �j
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ,�� V`.• G ENS • �/ �i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F
to the use of this truss component. No 22839
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 Qt=lb) i ', T E OF 14J Z
2=1013,14=2872,10=607. 44/
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)158 lb down and 277 lb up at i '�•••A r
179 lb
57
b down and
57
b down and
79 lb
n,157 lb down down and 179 lb up at d 15 0-112,p157 lb down land 1179 lb up at 117-0-12,157 lb down land 11 1 1 1 79 lb up at 19-0-0, 04 lb down and 19 ,,� ls O N A\- `�,,`
lb up at 20-11-4,104 lb down and 119 lb up at 22-11-4,104 lb down and 119 lb up at 24-11-4,104 lb down and 119 lb up at
26-11-4,and 104 lb down and 119 lb up at 28-11-4,and 158 lb down and 277 lb up at 31-0-0 on top chord,and 500 lb down and
496 lb up at 7-0-0,90 lb down and 43 lb up at 9-0-12,90 lb down and 43 lb up at 11-0-12,90 lb down and 43 lb up at 13-0-12,90 Walter P.Finn PE No.22839
lb down and 43 lb up at 15-0-12,90 lb down and 43 lb up at 17-0-12,90 lb down and 43 lb up at 19-0-0,141 lb down and 104 lb up MiTek USA,Inc.FL Cert 6634
at 20-11-4,141 lb down and 104 lb up at 22-11-4,141 lb down and 104 lb up at 24-11-4,141 Ib down and 104 lb up at 26-11-4, 6904 Parke East Blvd.Tampa FL 33610
and 141 lb down and 104 lb up at 28-11-4,and 500 lb down and 496 lb up at 30-11-4 on bottom chord. The design/selection of Date:
CorftllWfBdo%fMp®fV1_:device(s)is the responsibility of others. February 8,2021
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 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
T22763927
2566355(CAYMANBI-156-) A01 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:22 2021 Page 2
I D:7c7UIVp0Ou Ij EQApI0t68lyOFsq-oMgXOEsma7DG2a_GVmL_dSOdxpx6GFdF?gxEjnznAmt
NOTES-
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)
Vert:1-3=-54,3-9=-54,9-11=-54,2-21=-20,20-21=-20,17-19=-20,15-16=-20,10-15=-20
Concentrated Loads(lb)
Vert:3=-56(B)9=-56(B)22=-497(B)12=-497(B)23=-92(B)25=-92(B)26=-92(B)27=-92(B)28=-92(B)29=-92(B)30=-29(B)31=-29(B)33=-29(B)34=-29(B)
36=-29(B)37=-74 38=-74 39=-74 40=-74 41=-74 42=-74 43=-133(B)44=-133(B)45=-133(B)46=-133(B)47=-133(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 ANS11TPl1 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
T22763928
2566355(CAYMANBI-156-) A02 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:23 2021 Page 1
I D:7c7UIVpOOu Ij EQAplOt68lyOFsq-GYEvbatOLRL7fkZS3UsDAgwyYDIY?oOPEUhoGDznAms
1-4-0 4-5-4 -3- 8-4-0 -0- 14-2-8 19-4-0 19 -0 25-2-0 29-0-0 33-2-12 38-0-0 9-4-0
1-4-0 4-5-4 0-9-1 3-1-0 8- 5-2-8 5-1-8 O- -0 5-9-0 3-10-0 4-2-12 4-9 4
Scale=1:67.8
2x4 11 5x6=
2x4 11 4x6= 5x6=
3x4= 5x6=
6.00 12 4 527 286 7 8 29 30 9 10 31
3x4 i
2x4 i
3 11
26 32 d
25 33 a
2 12 0
1Pq Ell 19 13Iv Iw
0 20 0
3x6= 24 23 22 3x8—_ 18 17 5x8= 3x8= 3x6=
4x4= 2x4 11 16 15 14
2x4
5x8= 3x6=
5x8=
5-3-0 8 4-0 14-2-8 19-4-0 21-7-8 25-2-0 29-0-0 38-0-0
5-3-0 3-1-0 5-10-8 5-1-8 2-3-8 3-6-8 3-10-0 9-0-0
Plate Offsets(X,Y)-- [5:0-3-0,0-2-01,[8:0-3-0,0-3-01,[10:0-3-0,0-2-01,[19:0-5-8,0-2-121,[21:0-2-12,0-2-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.17 12-14 >643 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.34 12-14 >319 180
BCLL 0.0 * Rep Stress Incr YES WB 0.49 Horz(CT) 0.02 16 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:220 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:17-19
10-0-0 oc bracing:21-23
REACTIONS. All bearings 16-8-0 except Qt=length)2=0-8-0.
(lb)- Max Horz 2=-212(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-487(LC 12),14=-269(LC 12),12=-235(LC 12),16=-713(LC
12)
Max Grav All reactions 250 lb or less atjoint(s)except 2=747(LC 21),14=569(LC 18),12=320(LC 18),16=1476(LC
21),16=1433(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1070/669,3-4=-946/643,4-5=-889/678,5-6=-523/456,6-7=-523/456,7-8=-39/366,
8-9=-191/648,10-11=-91/288
BOT CHORD 2-24=-450/991,20-21=-251/790,19-20=-336/368,14-16=-346/340,7-19=-791/516
WEBS 5-20=-321/174,6-20=-311/306,7-20=-600/1021,10-14=-299/235,21-24=-409/947,
5-21=-243/425,11-14=-383/391,8-16=-722/415,16-19=-606/549,8-19=-327/648,
9-16=-521/304
NOTES- 1/11111111,�,'
1)Unbalanced roof live loads have been considered for this design. `��� �ER P
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. �N ``per,,.••••., //� �j
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 9-0-0,Exterior(2R) ,�� V`.• G E N,3• �/ �i�
9-0-0 to 14-2-8,Interior(1)14-2-8 to 29-0-0,Exterior(2R)29-0-0 to 34-4-8,Interior(1)34-4-8 to 39-4-13 zone;C-C for members and •• F
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 22839
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 •, QA F 14J Z
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 487 lb uplift at joint 2,269 lb uplift at %'�•• P;• ��
joint 14,235 lb uplift at joint 12 and 713 lb uplift at joint 16. �j�s R
At
1111111
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763929
2566355(CAYMANBI-156-) A03 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:24 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-kin HpvtO61T_Ht8fdBOSitT?eda3k9GYT8QLofznAmr
r1-4-0, 5-10-15 11-0-0 16-3-9 21-7-2 27-0-0 32-1-10 38-0-0 39-4-0,
1-4-0 5-10-15 5-1-1 5-3-9 5-3-9 5-4-14 5-1-10 5-10-6 1-4-0
Scale=1:67.8
5x8= 7x14 MT20HS=
7x10= 2x411
4 22 5 6 P3 7
6.00 12
3x4 i 3x4
3 8 ro
7MMT20HS
F
n
21
= 13 24
12 A
ro 2 5x6 WB zz 11 9 M
1 10I3x4� 2x4 I I3x6— 20 19 1817 16 5x8
2x4 11 3x6= 7x8= 2x4 11
3x4—
5-10-15 11-0-0 16-3-9 21-7-2 27-0-0 32-1-10 38-0-0
5-10-15 5-1-1 5-3-9 5-3-9 5 4-14 5-1-10 5-10-6
Plate Offsets(X,Y)-- [4:0-1-12,0-2-121,[5:0-4-0,0-4-81,[9:0-5-7,Edge1,[14:0-5-0,0-3-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.88 15 >511 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.32 15 >339 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.87 Horz(CT) 0.73 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:223 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins.
4-5:2x6 SP No.2,5-7:2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:14-16
9-13:2x4 SP No.1 WEBS 1 Row at midpt 5-17,7-14,14-17,5-14
WEBS 2x4 SP No.3*Except*
7-14,5-14:2x4 SP No.1,14-17:2x4 SP No.2
OTHERS 2x4 SP No.3
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=252(LC 11)
Max Uplift 2=-859(LC 12),9=-859(LC 12)
Max Grav 2=1477(LC 1),9=1477(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2587/1553,3-4=-2201/1408,4-5=-2340/1572,5-6=-7856/4404,6-7=-7987/4460,
7-8=-4091/2349,8-9=-4504/2627
BOT CHORD 2-20=-1227/2246,19-20=-1227/2246,17-19=-946/1922,12-14=-1869/3732,
fit
WEBS 311 9=-435 32/9041 9=11 38 335,4-0107=-376/692,5-17=-2161/1258,7-14=-2411/4528, ♦♦♦♦� ER 'P ,���
7-12=-121/338,8-12=-433/377,14-17=-1534/2959,5-14=-2929/5711 ♦♦ per,,.••�.` ••.E .
//� �j�.• �GENS•
NOTES- •• F•�',
1)Unbalanced roof live loads have been considered for this design. No 22839
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 11-0-0,Exterior(2R)
11-0-0 to 16-5-5,Interior(1)16-5-5 to 27-0-5,Exterior(2R)27-0-5 to 32-1-10,Interior(1)32-1-10 to 39-4-13 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 •, A F 14J Z
to the use of this truss component. i 0 ' 44/
4)Provide adequate drainage to prevent water ponding. i,'��•, O R p P:• ,��
5)All plates are MT20 plates unless otherwise indicated. �� s�'•.,,,,,,.• `�?♦�
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j s/ �\
A;
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ``,�♦♦
will fit between the bottom chord and any other members.
8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Walter P.Finn PE No.22839
capacity of bearing surface. MiTek USA,Inc.FL Cert 6634
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at 6904 Parke East Blvd.Tampa FL 33610
joint 9. Date:
February 8,2021
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 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
T22763930
2566355(CAYMANBI-156-) A04 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:25 2021 Page 1
I D:7c7UIVpOOu Ij EQAplOt68lyOFsq-CxLfOFuet2brvljrBvvh F508N 1 zeTdOihoAuK5znAmq
r1-4-01 64-7 i 12-8-0 17-1-1 21-7-2 25-4-0 31-8-2 38-0-0 39-4-0,
1-4-0 6 4-7 6-3-9 4-5-1 4-6-1 3-8-14 6-4-2 6-3-14 1-4-0
Scale=1:67.8
5x8=
5x8= 2x4 I I 5x8=
4 23 5 24 25 6 26 7
6.00 12
3x4 i
27 3x4
22 8
'2
3
14
21 7x10= 13 12 28 n
3x4 Zz
2 3x12 MT20HS zz 9
1 3.00 12 2x41 10Iv
0 3x6= 20 19 18 17 16 15 6x8
2x4 11 3x6= 6x8= 2x4 11
3x4=
6-4-7 12-8-0 17-1-1 21-7-2 25-4-0 31-8-2 38-0-0
6 4-7 6-3-9 4-5-1 4 6-1 3-8-14 6-4-2 6-3-14
Plate Offsets(X,Y)-- [4:0-6-0,0-2-8],[5:0-3-8,0-2-8],[7:0-6-0,0-2-8],[9:0-5-9,Edge],[14:0-3-8,0-3-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.63 15 >714 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.95 15 >474 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.56 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:215 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied.
4-7:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-1-2 oc bracing. Except:
BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:14-16
12-14,9-12:2x4 SP No.1 WEBS 1 Row at midpt 5-17
WEBS 2x4 SP No.3*Except*
14-17,5-14:2x4 SP No.2
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=287(LC 11)
Max Uplift 2=-859(LC 12),9=-859(LC 12)
Max Grav 2=1477(LC 1),9=1477(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2590/1560,3-4=-2091/1351,4-5=-2007/1413,5-6=-5146/2962,6-7=-5175/2971,
7-8=-3890/2227,8-9=-4558/2667
BOT CHORD 2-20=-1234/2283,18-20=-1234/2283,17-18=-858/1802,13-14=-1716/3517,
11-1 3=-2296/4075,9-11=-2292/4067
58/385,
WEBS 8-111=0/253,5-17 8=-2042/11037,4-17—243/472,14-17 11330/2674,5-14 1 '
1782/3610, ♦♦♦`♦ ERP ����
3-18=-576/425 ♦♦V`p�', ••E N , •//��/'
G
NOTES- SF•�•,
1)Unbalanced roof live loads have been considered for this design. No 22839
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 12-8-0,Exterior(2R)
12-8-0 to 18-0-8,Interior(1)18-0-8 to 25-4-0,Exterior(2R)25-4-0 to 30-8-8,Interior(1)30-8-8 to 39-4-13 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 •, T E OF 14J
to the use of this truss component. i O 44/
4)Provide adequate drainage to prevent water ponding. i '�••• P;•� - �
5)All plates are MT20 plates unless otherwise indicated. ��j� < R \,�'• �?\
rs•�••..... ` ♦♦
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j s/ •�\
A;
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ``,�♦♦
will fit between the bottom chord and any other members.
8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Walter P.Finn PE No.22839
capacity of bearing surface. MiTek USA,Inc.FL Cert 6634
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at 6904 Parke East Blvd.Tampa FL 33610
joint 9. Date:
February 8,2021
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 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
T22763931
2566355(CAYMANBI-156-) A05 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:26 2021 Page 1
I D:7c7UIVpOOu Ij EQAplOt68lyOFsq-h7v2EbvGeMjiWBl1 kcQwn IY03QFHC1 yrwSvSsYznAmp
r1-4-0, 6-2-13 11-11-3 14-8-0 19-0-0 23-4-0 30-5-5 38-0-0 �9-4-0,
1-4-0 6-2-13 5-8-5 2-8-13 4 4-0 4-4-0 7-1-5 7-6-11 1 4-0
Scale=1:68.9
5x6 = 2x4 5x8=
6.00 12 5 21 6 22 7
2x4 II
4
5x6 i 20 23 5x8
8
ci 3 14 6 amo
6x8 = 13
0
19 3x4 Z:z 12 24 v
1 2 8x8 3.00 12 4xl0 MT20HS Z 2x41 9 10Iq
3x6 18 17 16 6x8
4x8= 2x4 11
6-2-13 11-11-3 1%8-0 19-0-0 23-4-0 30-5-5 3%0-0
6-2-13 5-8-5 2-8-13 4-0-0 4-4-0 7-1-5 7-6-11
Plate Offsets(X,Y)-- [3:0-3-0,0-3-01,[5:0-3-0,0-2-01,[7:0-6-0,0-2-81,[8:0-4-0,0-3-01,[9:0-5-9,Edge1,[15:0-2-4,0-3-0],[18:0-3-8,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.60 14 >750 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.97 14-15 >460 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.62 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:200 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-13 oc purlins.
7-8,8-10:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:15-17
12-14,9-12:2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=327(LC 11)
Max Uplift 2=-859(LC 12),9=-859(LC 12)
Max Grav 2=1478(LC 1),9=1476(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2588/1545,3-4=-4011/2338,4-5=-4003/2481,5-6=-4604/2644,6-7=-4604/2644,
7-8=-3631/2082,8-9=-4565/2655
BOT CHORD 2-18=-1217/2315,14-15=-1495/3245,13-14=-1538/3281,11-13=-2276/4077,
9-11=-2273/4085,4-15=-276/306
WEBS 3-18=-1041/651,5-14=-863/1742,7-14=-845/1750,7-13=-186/409,8-13=-971/720,
8-11=0/314,5-15=-591/871,15-18=-1345/2561,3-15=-556/1303 ♦♦,��1 Il iI/it''
ER P F ��
NOTES- `♦♦♦``Q�.••,....;,••
1)Unbalanced roof live loads have been considered for this design. ,�� V`.• G E N,3
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. •• F•�•.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 14-8-0,Exterior(2R) No 22839
14-8-0 to 20-0-8,Interior(1)20-0-8 to 23-4-0,Exterior(2R)23-4-0 to 28-8-8,Interior(1)28-8-8 to 39-4-13 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. •, QA F �Z
5)All plates are MT20 plates unless otherwise indicated. i �<C/
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i • O RpN ,7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � s '•.,,,....• `�?♦%
will fit between the bottom chord and any other members. �j S/ �\
8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 1I'r',0 N A'``,�♦♦
capacity of bearing surface.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at Walter P.Finn PE No.22839
joint 9. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763932
2566355(CAYMANBI-156-) A06 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:28 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-d W 1 oeHxXAzzQmVSQsl SOtjeg3EyOgxi8NmOZxQznAmn
-11--44-0 133 11581-153 4-8-1 4-0 8-14 2 2-03 38--- i34--0Oi
1
-0 2-1 3 24 2-- 4 2-11- 24--3 1010 1-4 Scale=1:68.9
5x6= 2x4 11 5x6=
6.00 12 5 6 7
2x4 2x4 11
4 8
5x6 i
20 5x6 ro
3 14 9 ro
5x8 =
0
19 13 21 v
6or8= 6x8 Zz
rn 2 3.00 12 12 10
19 2x4 Io
3x6 18 17 16 5x8
4x8= 2x4 11
19-1-12
19-0-0
6-2-13 11-11-3 16-8-0 18-10-4 21-0-0 26-8-14 29-5-5 29r8-0 32-0-3 38-0-0
6-2-13 5.8-5 4-8-13 2-2-4 0-11 2 2-2-4 5-4-14 2-8-7 0--1 2-0-3 5-11-13
0-1-12
Plate Offsets(X,Y)-- [3:0-3-0,0-3-0],[5:0-3-0,0-2-0],[7:0-3-0,0-2-0],[9:0-3-0,0-3-0],[10:0-5-7,Edge],[13:0-2-4,Edge],[15:0-2-4,0-3-0],[18:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.56 13-14 >800 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.93 13-14 >484 180
BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.57 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:210 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-2-2 oc bracing. Except:
10-13:2x4 SP No.1 10-0-0 oc bracing:15-17
WEBS 2x4 SP No.3
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=368(LC 11)
Max Uplift 2=-859(LC 12),10=-859(LC 12)
Max Grav 2=1478(LC 1),10=1476(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2586/1530,3-4=-4013/2326,4-5=-4044/2526,5-6=-3384/1987,6-7=-3384/1987,
7-8=-4076/2566,8-9=-4064/2371,9-10=-4510/2605
BOT CHORD 2-18=-1202/2341,14-15=-1290/2998,13-14=-1330/2995,12-13=-2231/4023,
10-12=-2231/4015,4-15=-356/377
WEBS 3-18=-1051/640,5-14=-404/934,5-15=-808/1161,15-18=-1322/2582,3-15=-563/1309,
7-14=-392/1064,8-13=-368/390,7-13=-814/1193,9-13=-447/319
NOTES- ♦♦♦♦ C E R 'P,F,��I
1)Unbalanced roof live loads have been considered for this design. ♦♦ ``per,,.••••.•••//� �j
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. ,�� V`.• G E N S
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 16-8-0,Exterior(2E) •• F•�•,
16-8-0 to 21-4-0,Exterior(2R)21-4-0 to 26-8-14,Interior(1)26-8-14 to 39-4-13 zone;C-C for members and forces&MWFRS for : No 22839
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. i ', T E OF 14J
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 i O 44/
will fit between the bottom chord and any other members. i '�•• P;•• - %;-
7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,� s•< R.•�'•`�?,,��
capacity of bearing surface. �j s/ •�\
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at ,,��N A; "to
joint 10.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763933
2566355(CAYMANBI-156-) A07 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:29 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-5ibAsdx9xH6GNfl cQkzdPxAgbeGzPOAHcQ86TtznAmm
19-4-0
i-1-4-0 1 6-2-13 11-11-3 18-8-0 19rQ-Q 25-4-14 31-5-11 38-0-0 i39-4-Oi
1-0-0 6-2-13 5-8-5 6-8-13 0-4-0 6-0-14 6-0-14 6-6-5 1-4-0
0-4-0
Scale=1:74.1
6x12 MT20HS=
5
6.00 12
5x6 i 18 19 3x4
6
4
5x6 i
5x6
3 12 7
7x8=
0
17 11 20 1;10
1 2 95c10 3.00 F12 4x6 3x4 zz� 8 9 V
I
3x6,= 16 15 14 5x8
4x8= 2x4 11
19-1-12
6-2-13 11-11-3 18-10-4 19�47 0 28-3-5 38-0-0
6-2-13 5-8-5 6-11-1 0-1-2 9-1-9 9-8-11
0-1A2
Plate Offsets(X,Y)-- [3:0-3-0,0-3-01,[7:0-3-0,0-3-01,[8:0-5-7,Edge1,[13:0-5-4,0-6-41,[16:0-3-8,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.56 10-12 >802 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.98 10-12 >457 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(CT) 0.60 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:196 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied.
5-7,1-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:13-15
12-13,8-11:2x4 SP No.1 WEBS 1 Row at midpt 4-12
WEBS 2x4 SP No.3
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=415(LC 11)
Max Uplift 2=-859(LC 12),8=-859(LC 12)
Max Grav 2=1478(LC 1),8=1476(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2581/1457,3-4=-4345/2368,4-5=-3036/1629,5-6=-3024/1621,6-7=-4185/2295,
7-8=-4485/2519
BOT CHORD 2-16=-1136/2357,12-13=-1908/4176,10-12=-1703/3536,8-10=-2153/4015,
4-13=-175/512
WEBS 3-16=-1172/659,4-12=-1471/970,13-16=-1284/2672,3-13=-663/1605,5-12=-1105/2282,
6-12=-976/721,6-10=-183/599,7-10=-303/349 �1 1 fit it,
ER P F ��
NOTES- `NN�`` •
1)Unbalanced roof live loads have been considered for this design. ,�� V`.• G E N,3
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. •• F•�••
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 19-0-0,Exterior(2R) No 22839
19-0-0 to 24-4-8,Interior(1)24-4-8 to 39-4-13 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)All plates are MT20 plates unless otherwise indicated. i QA
F �Z
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 i,' • O R p P:• ,��
will fit between the bottom chord and any other members. �� s •.,,,,,,.•
7)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ��1 S/0 N A\-
� %
capacity of bearing surface. I,1 �,"�' `���
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at
joint 8. Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763934
2566355(CAYMANBI-156-) A08 Roof Special 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:31 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-15ixHJzPTuM_dyA?X905UMGA8RyXtl ha4kdDYlznAmk
r1-4-01 6-2-13 11-11-3 19-0-0 25-2-3 31-4-6 38-0-0 ,39-4-0,
1-4-0 6-2-13 5-8-5 7-0-13 6-2-3 6-2-3 6-7-10 1-4-0
Scale=1:67.9
5x6=
5
6.00 12
18 19
3x4
4x6 i 6
4
5x6 i
5x6
3 12 7
7x8=
0
17 11 20
10
2 4r10 4x6� 3x4 Zz 8
3.00 12 M
aI1 9 Iq
3x6 16 15 14 5x8 Z
4x8= 2x4 11
6-2-13 11-11-3 19-0-0 28-3-5 38-0-0
6-2-13 5-8-5 7-0-13 9-3-5 9-8-11
Plate Offsets(X,Y)-- [3:0-3-0,0-3-01,[7:0-3-0,0-3-01,[8:0-5-7,Edge1,[13:0-5-4,0-6-41,[16:0-3-8,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.56 10-12 >801 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.98 10-12 >457 180
BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.60 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:196 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied.
5-7,1-3:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:13-15
12-13,8-11:2x4 SP No.1 WEBS 1 Row at midpt 4-12
WEBS 2x4 SP No.3
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=415(LC 11)
Max Uplift 2=-859(LC 12),8=-859(LC 12)
Max Grav 2=1478(LC 1),8=1476(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2582/1479,3-4=-4347/2425,4-5=-3036/1683,5-6=-3020/1686,6-7=-4184/2334,
7-8=-4491/2556
BOT CHORD 2-16=-1168/2359,12-13=-1977/4177,10-12=-1718/3506,8-10=-2186/4022,
4-13=-173/509
WEBS 3-16=-1157/669,4-12=-1472/977,5-12=-1130/2289,6-12=-948/704,6-10=-202/620,
7-10=-315/354,13-16=-1301/2641,3-13=-704/1634 �1 1 fit it,
ER P F ��
NOTES- `NN�``Q�.•••....;•••
1)Unbalanced roof live loads have been considered for this design. ,�� V`.• G E N,3
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. •• F•�••
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 19-0-0,Exterior(2R) No 22839
19-0-0 to 22-9-10,Interior(1)22-9-10 to 39-4-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
k:�
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. "fl
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •• O F
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 i 0 '
will fit between the bottom chord and any other members. 0 •• P;••
6)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,�j�S•< R�•�'•`�?\,��
capacity of bearing surface. ��j S/ •�\ %%
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 859 lb uplift at joint 2 and 859 lb uplift at 1I'r',0 N A'` �
joint 8.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763935
2566355(CAYMANBI-156-) A09 Scissor 4 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:32 2021 Page 1
I D:7c7UIVpOOu Ij EQAplOt68lyOFsq-VHGJUe_1 ECUrE61 B5tXK1 ZoLW rlfcmzklOMm4CznAmj
14-0, 6-7-10 13-1-8 19-0-0 24-10-8 3154-6 38-0-0 ,39-4-0,
1 4-0 6-7-10 6-5-14 5-10-8 5-10-8 6-5-14 6-7-10 1-4-0
Scale=1:66.7
5x6=
5
6.00 12
3x4 i 16 17 3x4
4 6
5x6 i
5x6
3 12 7
6x8=
0
15 14 13 11 10 18 v
5x6 5x6�3x4 Zz
ch 2 3x4 3.00 12 8
yI1 9 Iq
0 0
5x8 5x8
10-0-11 19-0-0 27-11-5 38-0-0
10-0-11 8-11-5 8-11-5 10-0-11
Plate Offsets(X,Y)-- [2:0-5-7,Edge1,[3:0-3-0,0-3-01,[7:0-3-0,0-3-01,[8:0-5-7,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.62 10-12 >724 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -1.03 10-12 >435 180
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.69 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:181 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
1-3,7-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
BOT CHORD 2x4 SP No.2*Except*
2-13,8-11:2x4 SP No.1
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3,Right:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,8=0-8-0
Max Horz 2=-414(LC 10)
Max Uplift 2=-860(LC 12),8=-860(LC 12)
Max Grav 2=1475(LC 1),8=1475(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-4480/2561,3-4=-4144/2300,4-5=-3004/1696,5-6=-3004/1686,6-7=-4144/2309,
7-8=-4480/2570
BOT CHORD 2-14=-2182/4289,12-14=-1673/3600,10-12=-1691/3468,8-10=-2200/4014
WEBS 3-14=-337/391,4-14=-204/620,4-12=-915/693,5-12=-1189/2332,6-12=-925/692,
6-10=-203/620,7-10=-356/390
NOTES- ��`,,,C ER 'P,F'��I
1)Unbalanced roof live loads have been considered for this design. �N ``per,,.••••.•••//� �j
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. ,�� V`.• G E N S
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 19-0-0,Exterior(2R) •• F•�•,
19-0-0 to 22-9-10,Interior(1)22-9-10 to 39-4-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber No 22839
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 i ', T E OF 14J Z
will fit between the bottom chord and any other members. i VVV" 44/
6)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i '�••• P;••
capacity of bearing surface. ��j� < O R \•�'•`�?\���
7)joint g Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 860 lb uplift at joint 2 and 860 Ib uplift at I1s lO
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763936
2566355(CAYMANBI-156-) A10 Roof Special 3 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:34 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-SgO3vK?H mpkZUQvaCIZo6_uh 1 fz94fYOmirt84znAmh
r1-4-0, 6-7-10 13-1-8 19-0-0 26-10-0 32-1-12 38-0-0 ,39-4-0,
1-4-0 6-7-10 6-5-14 5-10-8 7-10-0 5-3-12 5-10-4 1-4-0
Scale=1:67.9
5x6=
5
6.00 12
3x4 i 18 19
4 5x6
6
5x6 i
5x6
3 14 7
7x8=
0
17 15 13 20 v
16 7x10 Y
5x6 8
M 2 3x4 3.00 F12
aI1 9 Iq
0 " 0
• 5x8 12 11 10 3x6=
2x4 11 4x8=
10-0-11 19-0-0 26-10-0 32-1-12 38-0-0
10-0-11 8-11-5 7-10-0 5-3-12 5-10-4
Plate Offsets(X,Y)-- [2:0-5-7,Edge1,[3:0-3-0,0-3-01,[7:0-3-0,0-3-01,[10:0-3-8,0-2-01,[13:0-5-8,0-6-41
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.55 14-16 >813 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.93 14-16 >482 180
BCLL 0.0 * Rep Stress Incr YES WB 0.95 Horz(CT) 0.60 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:196 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied.
5-7:2x4 SP M 31,1-3:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:11-13
13-14,2-15:2x4 SP No.1 WEBS 1 Row at midpt 6-14
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 8=0-8-0,2=0-8-0
Max Horz 2=-415(LC 10)
Max Uplift 8=-859(LC 12),2=-859(LC 12)
Max Grav 8=1478(LC 1),2=1476(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-4487/2557,3-4=-4147/2294,4-5=-3017/1702,5-6=-3049/1663,6-7=-4469/2515,
7-8=-2587/1480
BOT CHORD 2-16=-2175/4295,14-16=-1658/3604,13-14=-2111/4146,8-10=-1183/2219,
6-13=-143/500
WEBS 3-16=-339/396,4-16=-207/617,4-14=-907/678,5-14=-1115/2279,6-14=-1576/1076,
7-1 0=-1 103/677,10-13=-1311/2484,7-13=-802/1727 �1 fit it,
ER P F ��
NOTES- `NN�``Q�.•,,....;,�•
1)Unbalanced roof live loads have been considered for this design. ,�� V`.• G E N,3
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. •• F•�••
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 19-0-0,Exterior(2R) No 22839
19-0-0 to 22-9-10,Interior(1)22-9-10 to 39-4-13 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. S
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. %'�•• Q;• ��
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i��s•'• R
capacity of bearing surface. S/ •�\ ��
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 859 lb uplift at joint 8 and 859 lb uplift at 1I'r110 N A'``,���
joint 2.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763937
2566355(CAYMANBI-156-) All Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:36 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-02WgK01 YHR_Hjk3yKibGBPz45SgnYYRJ DOK_DzznAmf
-1-4-0 6-2-13 11-10-3 11- 1-3 17-0-0 19-1-1 21-0-0 26-5-13 31-11-11 38-0-0 39-4-0
1-4-0 6-2-13 5-7-5 0--0 5-0-13 2-1-1 _1 6-0-5
5-5-13 5-5-13 6-0-5 1-4-0
Scale=1:68.9
5x8=
5x6 =
5 6.00 12 6
4x6 i 4x4
4 7
5x6 i
5x6
15 M
3 1 10 8 ao
18
3x4
0
2g � 2x4 11 �24 0
2 410 3.00 12 9
1 10Io
3x6 22 21 20 17 14 13 12 11 3x6=
4x8= 2x4 II 2x4 II 2x4 II 7x10 = 2x4 II
19-1-1
6-2-13 11-11-3 17-0-0 19-0-0 21-0-0 26-5-13 29-2-12 31-11-11 38-0-0
6-2-13 5.8-5 5-0-13 2-0-0 0--1 5-5-13 2-8-15 2-8-15 6-0-5
1-10-15
Plate Offsets(X,Y)-- [3:0-3-0,0-3-0],[5:0-6-0,0-2-8],[6:0-3-0,0-2-0],[8:0-3-0,0-3-0],[12:0-2-8,Edge],[15:0-3-0,0-2-0],[19:0-5-4,0-6-4],[22:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.46 17 >966 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.72 17 >622 180
BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.49 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:236 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
WEBS 2x4 SP No.3 10-0-0 oc bracing:19-21
WEBS 1 Row at midpt 12-15
JOINTS 1 Brace at Jt(s):15
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=-374(LC 10)
Max Uplift 2=-858(LC 12),9=-859(LC 12)
Max Grav 2=1480(LC 1),9=1479(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2588/1515,3-4=-4338/2461,4-5=-3280/1864,5-6=-3582/2058,6-7=-3930/2148,
7-8=-2183/1400,8-9=-2586/1521
BOT CHORD 2-22=-1183/2346,18-19=-1948/4071,16-18=-1231/2964,15-16=-1222/2950,
11-12=-1218/2215,9-11=-1217/2218,4-19=-220/548
WEBS 3-22=-1165/689,4-18=-1171/781,5-18=-329/597,5-15=-447/958,19-22=-1343/2656,
3-19=-682/1571,6-15=-704/1498,7-12=-1303/712,12-15=-1261/2460,7-15=-495/1639,
8-12=-447/288
NOTES- 111111111/,�,'
1)Unbalanced roof live loads have been considered for this design. `��� �ER P
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. �N ``per,,.••••.• //� �j
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 17-0-0,Exterior(2E) ,�� V`.• G ENS • �/ �i�
17-0-0 to 21-0-0,Exterior(2R)21-0-0 to 26-5-13,Interior(1)26-5-13 to 39-4-13 zone;C-C for members and forces&MWFRS for •• F
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 22839
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 i ', T E OF 14J Z
will fit between the bottom chord and any other members. i VVV" 44/
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 859 lb uplift at i,'��•;C� O R P•'��,�
joint 9.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763938
2566355(CAYMANBI-156-) Al2 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:38 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-KReali2op2E?y1 DLR7ekHg2PeGLv?SmchKp5lrznAmd
r1-4-0, 6-2-13 11-11-3 1%0-0 19-1-1 23-0-0 30-2-12 38-0-0 P9-4-0,
1-4-0 6-2-13 5-8-5 3-0-13 4-1-1 3-10-15 7-2-12 7-9-4 1 4-0
Scale=1:68.9
5x6= 2x4 11 6x8=
6.00 12 5 23 6 24 7
2x4 11
4
5x6 i 22 25 5x8
8
M
3 16
10x16 MT20HS — r`
21 26
1 2 &8 3.00 12 9 10IY
3x6= 20 19 18 14 13 12 11 3x6
15 =
3x6
4x8= 2x4 11 2x4 11 7x8= = 2x4 11
6-2-13 11-11-3 15-0-0 19-0-0 191-1 23-0-0 30-2-12 38-0-0
6-2-13 5-8-5 3-0-13 4-0-0 0--1 3-10-15 7-2-12 7-94
Plate Offsets(X,Y)-- [3:0-3-0,0-3-0],[5:0-3-0,0-2-0],[7:0-6-4,0-2-8],[8:0-4-0,0-3-0],[16:0-8-0,0-3-10],[17:0-2-4,0-3-0],[20:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.50 15 >904 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.86 16-17 >521 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) 0.49 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:222 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
WEBS 2x4 SP No.3*Except* 10-0-0 oc bracing:17-19,14-16
7-16:2x4 SP No.2 WEBS 1 Row at midpt 7-13,8-13
REACTIONS. (size) 2=0-8-0,9=0-8-0
Max Horz 2=333(LC 11)
Max Uplift 2=-858(LC 12),9=-859(LC 12)
Max Grav 2=1480(LC 1),9=1479(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2592/1542,3-4=-4021/2332,4-5=-4019/2483,5-6=-4427/2536,6-7=-4378/2517,
7-8=-1934/1284,8-9=-2550/1529
BOT CHORD 2-20=-1211/2325,16-17=-1456/3198,11-13=-1213/2179,9-11=-1212/2182,
4-17=-288/315
WEBS 3-20=-1046/647,5-16=-780/1610,7-13=-1672/754,8-13=-722/515,8-11=0/330,
17-20=-1337/2571,3-17=-556/1308,5-17=-632/941,13-16=-1203/2617,7-16=-1646/3534
NOTES-
1)Unbalanced roof live loads have been considered for this design. t,1 11111 n,it,
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. �� ER P
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 15-0-0,Exterior(2R) �� ``per,,.••••., //� �j
15-0-0 to 20-4-8,Interior(1)20-4-8 to 23-0-0,Exterior(2R)23-0-0 to 28-4-8,Interior(1)28-4-8 to 39-4-13 zone;C-C for members and ,�� V`.• G E N,3• �/ �i�
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• F•�•,
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : No 22839
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S
will fit between the bottom chord and any other members. i �<C/
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 858 lb uplift at joint 2 and 859 lb uplift at %'�•• Q;• ��
joint9. i��s•., O R �.• �? ��
11s;�N A� �%
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763939
2566355(CAYMANBI-156-) A13 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:39 2021 Page 1
I D:7c7UIVpOOu Ij EQAplOt68lyOFsq-od Byy23QaMMsaBnX?r9zp2bZ?gl5kwbmv_ZeglznAmc
-1-4-0 6-2-13 11-10-3 11- 1-3 15-6-0 18-0-1 9-1-1 25-0-0 1- 1
2- 38-0-0 9-4-0
1-4-0 6-2-13 5-7-5 0--0 3-6-13 2-6-0 1-1-0 5-10-15 6-2-12 6-9-4 1-4-0
Scale=1:70.0
5x6
6.00 12 5 46= 7x14 MT20HS =
6x8=
4x6 i 6 7
4 25
5x6 i 27 5x6
9
3 18 m
0
19 4x6 o
10x16 MT20HS = 28 r;
24 6x8 V
1 2 &10 3.00 12 10 11Iv
3x6,— 23 22 21 16 15 14 13 12 3x6— o
48= 2x4 11 3x6 = 2x4 II
3x4 6x8=
19-1-1
2
-13 11-11-3 15-6-0 18-0-1 19-0-01 25-0-0 31-2-12 38-0-0
6-2-13 5-8-5 3-6-13 2-6-0 11-1 5-10-15 12-12 6-9-4
0-1-1
Plate Offsets(X,Y)-- [3:0-3-0,0-3-01,[7:0-2-12,0-1-81,[8:0-11-8,0-2-41,[9:0-3-0,0-3-01,[17:0-9-0,0-6-41,[20:0-6-0,0-6-121,[23:0-3-8,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.90 16 >499 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -1.39 16 >321 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.96 Horz(CT) 0.84 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:234 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
5-6:2x4 SP No.3,6-8:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-9-13 oc bracing. Except:
BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:20-22,15-17
17-20:2x6 SP M 26,7-15:2x4 SP No.1 WEBS 1 Row at midpt 20-23,14-17,8-17,6-19
WEBS 2x4 SP No.3*Except*
8-17:2x4 SP No.1,5-19:2x4 SP No.2
REACTIONS. (size) 2=0-8-0,10=0-8-0
Max Horz 2=-343(LC 10)
Max Uplift 2=-858(LC 12),10=-859(LC 12)
Max Grav 2=1480(LC 1),10=1479(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2591/1575,3-4=-4575/2718,4-5=-3562/2159,5-6=-3522/2179,6-7=-6073/3573,
7-8=-7763/4503,8-9=-2071/1413,9-10=-2576/1572
BOT CHORD 2-23=-1251/2317,19-20=-2154/4144,18-19=-3160/6151,17-18=-4200/8091,
12-14=-1238/2205,10-12=-1237/2208,4-20=-345/739,7-17=-1313/2718
WEBS 3-23=-1196/754,8-14=-1148/608,9-14=-583/431,9-12=0/277,20-23=-1414/2607,
3-20=-870/1802,6-18=-690/1322,14-17=-1110/2244,8-17=-3309/6243,7-18=-3094/1665,
5-19=-1724/2932,6-19=-4209/2376,4-19=-1111/7421
♦N ER P F ��
NOTES- ♦♦ ``Q�.•••....;•�•
1)Unbalanced roof live loads have been considered for this design. ,♦♦ V`.• G ENS+
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. •• F•�••
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 2-4-13,Interior(1)2-4-13 to 15-6-0,Exterior(2E) No 22839
15-6-0 to 18-0-1,Interior(1)18-0-1 to 25-0-0,Exterior(2R)25-0-0 to 28-9-10,Interior(1)28-9-10 to 39-4-13 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. T E OF 14J
5)All plates are MT20 plates unless otherwise indicated. i O ' VVV" 44/
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �,'��•;C� O R \ P•'�-%;
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . '• �?
t between
and any
her
bers.
8)Proovide echan cal connection e bottom d(by others) tr ssrto bearing plate capable of withstanding 858 lb uplift at joint 2 and 859 lb uplift at ���ss��N A�� ��♦♦
joint 10.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763940
2566355(CAYMANBI-156-) B01 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:40 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-GgIKA042LfUjCLMjZYgCMF8kg43aTXVv8eIBMkznAmb
-1-4-0 3-9-4 7-0-0 12-4-0 15-6-12 18-11-8
1 4-0 3-9-4 3-2-12 5-4-0 3-2-12 3-4-12
Scale=1:33.5
Special
48= Special
Special Special 4x6=
3 9 10 11 4
6.00 12
a
0
r�
5 1
2 In 0
1 1k e
8 12 7 13 6
4x4= 2x4 11 Special 4x4= 3x4— 5x6=
Special Special Special
3-9-4 7-0-0 12-4-0 15-6-12 18-11-8
3-9-4 3-2-12 5-4-0 3-2-12 3-4-12
Plate Offsets(X,Y)-- [2:0-1-8,Edge),[3:0-5-4,0-2-0),[4:0-3-8,0-2-0),[5:Edge,0-3-0)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.13 6-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.17 6-8 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(CT) 0.07 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:81 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Right:2x4 SP No.3
REACTIONS. (size) 2=0-8-0,5=0-3-8
Max Horz 2=150(LC 24)
Max Uplift 2=-1172(LC 8),5=-1054(LC 8)
Max Grav 2=1532(LC 1),5=1449(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2665/1957,3-4=-2304/1844,4-5=-2653/1982
BOT CHORD 2-8=-1619/2280,6-8=-1634/2308,5-6=-1638/2276
WEBS 3-8=-369/667,4-6=-415/726
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=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 �t,1 IliI/i
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��,�ER P �J
to the use of this truss component. � `p ,.•E •.•n/S••//� �j�'
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. •• F•�•,
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 : No 22839
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1172 lb uplift at joint 2 and 1054 lb uplift
at joint 5.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)163 lb down and 203 lb up at
7-0-0,163 lb down and 195 lb up at 9-0-12,and 163 lb down and 195 lb up at 10-3-4,and 163 lb down and 203 lb up at 12-4-0 on i ', T E OF 14J Z
top chord,and 482 lb down and 455 lb up at 7-0-0,92 lb down at 9-0-12,and 92 lb down at 10-3-4,and 497 lb down and 490 lb up �C/
at 12-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. i '�•• P;••
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,�j�S <0 R�•�'� �?,,��
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 11"t
Uniform Loads(plf) Walter P.Finn PE No.22839
Vert:1-3=-54,3-4=-54,4-5=-54,2-5=-20 MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
Continued on page 2 February 8,2021
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 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
T22763940
2566355(CAYMANBI-156-) B01 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:40 2021 Page 2
I D:7c7UIVp00uljEQApI0t68lyOFsq-GgIKA042LfUjCLMjZYgCMF8kg43aTXVv8eIBMkznAmb
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:3=-1 12(B)4=-1 12(B)8=-482(B)6=-497(B)9=-1 12(B)1 0=-1 12(B)12=-46(B)13=-46(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 ANS11TPl1 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
T22763941
2566355(CAYMANBI-156-) B02 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:41 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-kOJj Nj5g6zcapVxw7GBRuTgOBTQVCOm2N 12luAznAma
-1-4-0 4-9-4 9-0-0 10-4-0 14-6-12 18-11-8
1-4-0 4-9-4 4-2-12 1-4-0 4-2-12 4-4-12
Scale=1:33.6
4x4—
4x4—
4 5
6.00 12
2x4 2x4 i
3 6
rh
12
4
11
7
2 In 1 � o
e e e 10 9 8
3x4 3x4- 4x4=
3x4— 3x4—
3x10 11
9-0-0 10-4-0 18-11-8
9-0-0 1-4-0 8-7-8
Plate Offsets(X,Y)-- [2:0-2-10,0-1-81,[7:0-0-0,0-1-121,[7:0-2-8,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.15 2-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.31 2-10 >704 180
BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:91 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Right:2x6 SP No.2
REACTIONS. (size) 2=0-8-0,7=0-3-8
Max Horz 2=187(LC 11)
Max Uplift 2=-497(LC 12),7=-355(LC 12)
Max Grav 2=782(LC 1),7=679(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1109/812,3-4=-857/622,4-5=-720/629,5-6=-858/646,6-7=-1090/807
BOT CHORD 2-10=-654/953,9-10=-340/720,7-9=-620/922
WEBS 3-10=-302/357,4-1 0=-1 12/252,6-9=-293/360
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=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)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 9-0-0,Exterior(2E)9-0-0 �1� 1 Il iI/it'
to 10-4-0,Exterior(2R)10-4-0 to 14-8-11,Interior(1)14-8-11 to 18-9-12 zone;C-C for members and forces&MWFRS for reactions ��� ER P
shown;Lumber DOL=1.60 plate grip DOL=1.60 CNN``p��,.••••.• F//���j
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�` V`.• G E N,3
to the use of this truss component. •• F•�•,
4)Provide adequate drainage to prevent water ponding. No 22839
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 497 lb uplift at joint 2 and 355 lb uplift at
joint 7. T E OF ' 14J
O��•.c P, �v.
1�N A� �.
1111
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763942
2566355(CAYMANBI-156-) B03 Common 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:42 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-DCt5b35JtHkQRfW6gzigRgDBStj5xTKCbxnl RcznAmZ
-1-4-0 5-2-13 9-8-0 14-1-3 18-11-8
1-4-0 5-2-13 4-5-3 4-5-3 4-10-5
Scale=1:35.5
4x4=
4
6.00 12 10 11
2x4 2x4 i
3 5
12
9
6
� 2 I'
1 @ o
e c 8 7
3x4 3x8 3x4= 4x4=
=
3x10
9-8-0 18-11-8
9-8-0 9-3-8
Plate Offsets(X,Y)-- [2:0-2-10,0-1-81,[6:0-0-0,0-1-121,[6:0-2-8,Edge1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.16 2-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.33 2-8 >664 180
BCLL 0.0 * Rep Stress Incr YES WB 0.19 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:86 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-15 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Right:2x6 SP No.2
REACTIONS. (size) 2=0-8-0,6=0-3-8
Max Horz 2=199(LC 11)
Max Uplift 2=-497(LC 12),6=-355(LC 12)
Max Grav 2=782(LC 1),6=679(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1097/898,3-4=-831/688,4-5=-832/706,5-6=-1078/904
BOT CHORD 2-8=-706/942,6-8=-693/910
WEBS 4-8=-339/502,5-8=-309/415,3-8=-317/413
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=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)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 9-8-0,Exterior(2R)9-8-0 �1� 1 Il iI/it'
to 12-8-0,Interior(1)12-8-0 to 18-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate ��� ER P J
grip DOL=1.60 �,.••••.• F//���j
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� V`.• G E N S
to the use of this truss component. •• F•�•,
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 22839
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 497 lb uplift at joint 2 and 355 lb uplift at
joint 6.
QA F :14J
,(\�• ,:
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763943
2566355(CAYMANBI-156-) C01 Half Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:43 2021 Page 1
I D:7c7UIVpOOuljEQAp10t68lyOFsq-h PRToP6xeasH3o51 Eh Dv_ulG_H81gncLgbXrz3znAmY
-1-4-0 3-9-4 7-0-0 11-11-8
1-4-0 3-9-4 3-2-12 4-11-8
4x8= Scale=1:25.9
Special Special Special 2x4
3 7 8 4
6.00 12
2
�1 � �' 9 10 6•o.
Q• 6. 6 Q.
II Special
3x4= 3x6 6x8=5
Special Special
3-9-4 7-0-0 11-11-8
3-9-4 3-2-12 4-11-8
Plate Offsets(X,Y)-- [2:0-2-0,Edge),[3:0-5-4,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.08 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(CT) -0.11 2-6 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.77 Horz(CT) -0.02 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.2 TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing.
REACTIONS. (size) 5=0-3-8,2=0-8-0
Max Horz 2=245(LC 8)
Max Uplift 5=-879(LC 8),2=-645(LC 8)
Max Grav 5=1054(LC 25),2=822(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1164/846
BOT CHORD 2-6=-826/963,5-6=-852/997
WEBS 3-6=-631/838,3-5=-1195/1021
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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)Provide adequate drainage to prevent water ponding. 111111 111 111111
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦�, ER P ����
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 ♦♦♦``p��,.••••.• F//���j
will fit between the bottom chord and any other members. ,♦♦ V`.• G E N,3
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 879 lb uplift at joint 5 and 645 lb uplift at •• F
joint 2. No 22839
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)104 lb down and 127 lb up at
7-0-0,and 109 lb down and 119 lb up at 9-0-12,and 107 lb down and 119 lb up at 10-10-12 on top chord,and 573 lb down and 628
lb up at 7-0-0,and 141 lb down and 104 lb up at 9-0-12,and 142 lb down and 103 lb up at 10-10-12 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� •• &k:0 F
<C/�
LOAD CASE(S) Standard �i'��•. O R p P:•'��,�
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 '• C?
Uniform Loads Vert 1(3I�54,3-4=-54,2-5=-20 �N A�� o%
Concentrated Loads(lb)
Vert:6=-573(F)3=-29(F)7=-29(F)8=-31(F)9=-133(F)10=-134(F) Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 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
T22763944
2566355(CAYMANBI-156-) CO2 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:44 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-9b?r?17ZPu_8gygVoOk8W51XDhTZPM4V3FGPVVznAmX
-1-4-0 4-9-4 9-0-0 11-11-8
1-4-0 4-9-4 4-2-12 2-11-8
4x8= 2x4 11 Scale=1:29.3
4 5
Li
6.00 12
2x4
3
8
2
�1 A. a �c
6' c 7
3x4= 3x4= 6
6x8=
9-0-0 11-11-8
9-0-0 2-11-8
Plate Offsets(X,Y)-- [2:0-0-12,Edge],[4:0-54,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.16 2-7 >887 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.31 2-7 >440 180
BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(CT) -0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:67 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-3-0 oc bracing.
REACTIONS. (size) 6=0-3-8,2=0-8-0
Max Horz 2=298(LC 12)
Max Uplift 6=-262(LC 12),2=-315(LC 12)
Max Grav 6=420(LC 17),2=525(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-576/426,3-4=-309/175
BOT CHORD 2-7=-658/524,6-7=-251/244
WEBS 3-7=-328/464,4-7=-155/395,4-6=-463/469
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 9-0-0,Exterior(2E)9-0-0
to 11-9-12 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. ��1 1111 n/i
3)Provide adequate drainage to prevent water ponding. ���, ER P ����
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `%�`p��,.•E•.•F//���j�'
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 ,� V`.• G N,3
will fit between the bottom chord and any other members. •• F•�•,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 262 lb uplift at joint 6 and 315 lb uplift at : No 22839
joint 2.
�'.. S
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 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
T22763945
2566355(CAYMANBI-156-) CO3 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:45 2021 Page 1
I D:7c7UIVpOOuljEQAp10t68lyOFsq-dnZDD58BAC7?16FhM5GN3JrhY5tp8mfelvOyl xznAm W
-1-4-0 5-9-4 11-0-0 111-11-8,
1-4-0 5-9-4 5-2-12 0-11-8
4x4= 3x4 11 Scale=1:36.4
4 5
6.00 12
3x4 i 10
3
9
y}� 2
c e 8 7
3x4= 6
2x4 3x4
6x8—
5-9-4 11-0-0 ,11-11-8,
5-9-4 5-2-12 0-11-8
Plate Offsets(X,Y)-- [2:0-2-0,Edgej,[7:0-3-8,0-3-0]
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 0.45 Vert(LL) 0.08 7-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.10 7-8 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.41 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:68 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing.
REACTIONS. (size) 6=0-3-8,2=0-8-0
Max Horz 2=352(LC 12)
Max Uplift 6=-286(LC 12),2=-292(LC 12)
Max Grav 6=448(LC 17),2=525(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-617/256
BOT CHORD 2-8=-559/546,7-8=-559/546
WEBS 3-8=-17/273,3-7=-586/590
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 11-0-0,Exterior(2E)
11-0-0 to 11-9-12 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. 111111 111 111111
3)Provide adequate drainage to prevent water ponding. % ER P ����
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `% `p�..•.•E•.•
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 ,� V`.•
will fit between the bottom chord and any other members. •• F•�••
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 286 lb uplift at joint 6 and 292 lb uplift at : No 22839
joint 2.
OF ' 4 �
Off.• N '4v
ems.< 0R �OP'•���`
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763946
2566355(CAYMANBI-156-) C04 Monopitch 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:45 2021 Page 1
I D:7c7UIVpOOu Ij EQAp10t68lyOFsq-dnZDD58BAC7?16FhM5GN3Jrfy5uF8mKelvOyl xznAmW
-1-4-0 6-3-12 11-11-8
1-4-0 6-3-12 5-7-12
Scale=1:37.1
4
2x4
8
6.00 12
3x4 i
3
7
2
d1 e Q 1 re
6
3x4= 5
2x4 11 6x8—
6-3-12 11-11-8
6-3-12 5-7-12
Plate Offsets(X,Y)-- [2:0-2-0,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 0.55 Vert(LL) -0.03 2-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.07 2-6 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.43 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:62 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-5 oc bracing.
REACTIONS. (size) 5=0-3-8,2=0-8-0
Max Horz 2=373(LC 12)
Max Uplift 5=-296(LC 12),2=-281(LC 12)
Max Grav 5=460(LC 17),2=525(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-578/217
BOT CHORD 2-6=-569/501,5-6=-569/501
WEBS 3-6=0/271,3-5=-570/644
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 11-9-12 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. ��1 1111 n/i
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���, ER P ����
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 %
NN``p��,.••••.• F//���j
will fit between the bottom chord and any other members. ,�` V`.• G E N,3
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 296 lb uplift at joint 5 and 281 lb uplift at •• F
joint 2. No 22839
��•• TE OF 'tIJ
44/
A�E�C��.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763947
2566355(CAYMANBI-156-) CA Corner Jack 10 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:46 2021 Page 1
I D:7c7UIVpOOu Ij EQAplOt68lyOFsq-5z6cQR8pxVFswGgtvpncbWNu3UJztJJ n WZIWaOznAmV
-1-4-0 1-0-0
1-4-0 1-0-0
Scale=1:7.8
3
6.00 12
2
0
0
aD
A
0
Qo 4
1 Q°
Al
4x4=
1-0-0
1-0-0
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 0.27 Vert(LL) -0.00 2 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180
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:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=83(LC 12)
Max Uplift 3=-38(LC 1),2=-223(LC 12)
Max Grav 3=76(LC 12),2=176(LC 1),4=18(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=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
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) 2 R P Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 38 lb uplift at joint 3 and 223 lb uplift at �� E 1111n,
,��
joint
No 22839
�'.• S
,��,• P
11'r'r10NA\- to
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763948
2566355(CAYMANBI-156-) CJ3 Corner Jack 9 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:47 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-ZAg_en9RipNjYQP3TW I r8kw21 ud9clYxIDV36gznAmU
-14
-0 3-0-0
1-4-0 3-0-0
Scale=1:12.8
3
6.00 12 5
M
0
T
19
2
0° 4
3x4=
3-0-0
3-0-0
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 0.37 Vert(LL) -0.00 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 180
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:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=135(LC 12)
Max Uplift 3=-43(LC 9),2=-204(LC 12)
Max Grav 3=52(LC 17),2=221(LC 1),4=52(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 2-11-4 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) 2 R P Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 3 and 204 lb uplift at �� E 1111n,
,��
joint
No 22839
�'.• S
11'r'r10NA\- to
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763949
2566355(CAYMANBI-156-) CJ3A Corner Jack 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:48 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-1 MEMr7A3T7Va9azG1 Ep4hxTFaIzZLCo4_tEceGznAmT
2-7-8
2-7-8
Scale=1:12.1
2
6.00 12
M
O
1
��Qo 3x8 3
3x4=
2-7-8
2-7-8
Plate Offsets(X Y)-- [1:0-0-0 0-1-0] [1:0-1-12,0-7-13]
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 0.20 Vert(LL) -0.00 1-3 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 1-3 >999 180
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-P Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x6 SP No.2
REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-3-8
Max Horz 1=81(LC 12)
Max Uplift 2=-80(LC 12),1=-22(LC 12)
Max Grav 2=76(LC 17),3=48(LC 3),1=89(LC 1)
FORCES. (Ib)-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=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
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 �t,1 1111 n,i
will fit between the bottom chord and any other members. ���, ER P ����
5)Refer to girder(s)for truss to truss connections. CNN �,.••••.• F//���j
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 lb uplift at joint 2 and 22 lb uplift at ,�� V`.• G E N,3
joint 1. �•.
No 22839
�'.• S
,��,• P
11'r'r10NA\- to
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763950
2566355(CAYMANBI-156-) CJ4A Corner Jack 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:49 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-VYok3TBiEQd RnjYSbxKJD9?I FiH44f2EDX_AAiznAmS
4-7-8
4-7-8
Scale=1:17.1
2
6.00 12
4
M
O
M N
N
N
1
4°
3x8 11 3
3x4=
4-7-8
4-7-8
Plate Offsets(X Y)-- [1:0-0-0 0-1-0] [1:0-1-12,0-7-13]
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 0.72 Vert(LL) -0.02 1-3 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.05 1-3 >999 180
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-P Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x6 SP No.2
REACTIONS. (size) 2=Mechanical,3=Mechanical,1=0-3-8
Max Horz 1=134(LC 12)
Max Uplift 2=-138(LC 12),1=-48(LC 12)
Max Grav 2=137(LC 17),3=88(LC 3),1=163(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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 4-6-12 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 �t,1 1111 n,i
will fit between the bottom chord and any other members. ���, ER P ����
5)Refer to girder(s)for truss to truss connections. CNN �,.••••.• F//���j
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 138 lb uplift at joint 2 and 48 lb uplift at ,�� V`.• G E N,3
joint 1. �•.
No 22839
A F :�
•
111111110
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763951
2566355(CAYMANBI-156-) CJ5 Corner Jack 9 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:50 2021 Page 1
I D:7c7UIVpOOu Ij EQAplOt68lyOFsq-_IM6GoCK_kilPt7e8frYmMYU26czp61 NRBjjj9znAmR
-1-4-0 5-0-0
1-4-0 5-0-0
Scale=1:18.2
3
6.00 12
M
O
aD
,n N
6 N
5
2
4
0° 0•
3x4=
5-0-0
r 5-0-0
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 0.65 Vert(LL) -0.03 2-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180
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:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 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=189(LC 12)
Max Uplift 3=-113(LC 12),2=-209(LC 12)
Max Grav 3=125(LC 17),2=281(LC 1),4=92(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=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)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-11-4 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)joint 2 ��ER P
e mechanical connection(by others)of truss to bearing plate capable of withstanding 113 Ib uplift at joint 3 and 209 Ib uplift at ```��� 1111n,
,��
%
No 22839
�'.• S
11'r'r10NA\- to
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763952
2566355(CAYMANBI-156-) E01 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:51 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-SxwVT8Cyl2t901 idMNnla5hxVyzYXTXgrTHFbznAmQ
-1-4-0 1-2-0 4-6-0 7-10-0 9-0-0 10-4-0
1-4-0 1-2-0 3-4-0 3-4-0 1-2-0 1-4-0
Scale=1:31.2
4x4
4
6.00 12
23 24
3x4 II 3 5 3x4 II
2 6
7
1
M
N
N
11 8
3x4 10 6x8— 6x8 9 3x4
i -0-0 1122T0 7-10-0 0SO0o 9--00--0100 0
- -Plate Offsets(X,Y)-- [4:0-2-0,0-0-121,[5:0-0-0,0-0-01,[6:0-0-0,0-0-01,[9:0-3-8,0-3-01,[10:0-3-8,0-3-01,[20:0-1-15,0-1-01,[20:0-1-15,0-1-01
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 0.52 Vert(LL) -0.04 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.08 9-10 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:84 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 10=0-4-0,9=0-4-0
Max Horz 10=109(LC 11)
Max Uplift 10=-284(LC 12),9=-284(LC 12)
Max Grav 10=406(LC 1),9=406(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-10=-165/446,5-9=-165/450
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=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)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-6-0,Exterior(2R)4-6-0
to 7-6-0,Interior(1)7-6-0 to 10-4-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Truss designed Gable End Details slnd loads in applicable,the or olane of nsult qualified bs only. For studs exposed to wind uilding normal to the face),see Standard Industry
build ng designer as per ANSI/TPI l %�� R P.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �% `p��,......• F//���j
to the use of this truss component. ,�` .• G E N,3
5)All plates are 2x4 MT20 unless otherwise indicated. •• F•�•,
6)Gable studs spaced at 2-0-0 oc. N O 22839
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 284 lb uplift at joint 10 and 284 lb uplift
at joint 9. k:O F '
i `
ems.< p44/
R �OP'•N
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 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
T22763953
2566355(CAYMANBI-156-) E02 Common 4 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:52 2021 Page 1
I D:7c7UIVpOOu Ij EQAplOt68lyOFsq-w7UthU Da W L?OeBH 1 G4uOrndshvlCHJgvVCgn 1 znAmP
-1-4-0 1-2-0 4-6-0 7-10-0 9-0-0 10-4-0
1-4-0 1-2-0 3-4-0 3-4-0 1-2-0 1-4-0
Scale=1:31.2
4x4
4
6.00 12
2x4 II 12 13 2x4 II
3x4 II 3 5 3x4 II
2 6
7
1
M
N
N
11 8
3x4 10 6x8— 6x8 9 3x4 11
i 1-0-0 1�2T0 7-10-0 S�OrO 9-0-0
1-0-0 0-2-0 6-8-0 0-2-0 1-0-0
Plate Offsets(X,Y)-- [5:0-0-0,0-0-01,[6:0-0-0,0-0-01,[9:0-3-8,0-3-01,[10:0-3-8,0-3-01
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 0.52 Vert(LL) -0.04 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.08 9-10 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:62 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (size) 10=0-4-0,9=0-4-0
Max Horz 10=109(LC 11)
Max Uplift 10=-284(LC 12),9=-284(LC 12)
Max Grav 10=406(LC 1),9=406(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 3-10=-165/446,5-9=-165/450
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=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)-1-4-13 to 1-7-3,Interior(1)1-7-3 to 4-6-0,Exterior(2R)4-6-0
to 7-6-0,Interior(1)7-6-0 to 10-4-13 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. ��1 1111 n/i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���, ER P ����
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 %
NN``p��,.••••.• F//���j
will fit between the bottom chord and any other members. ,�` V`.• G E N,3
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 284 lb uplift at joint 10 and 284 lb uplift •• F•�•,
at joint 9. No 22839
OF ' � �
ems.< 44/
0R �OP'����`
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763954
2566355(CAYMANBI-156-) E03 Common 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:53 2021 Page 1
I D:7c7UIVpOOu Ij EQAplOt68lyOFsq-OK2FugECHf7tGLsDgnPFN?A21JfROS7p79yNJUznAmO
3-10-0 7-8-0
3-10-0 3-10-0
Scale=1:31.5
5x8=
6.00 12 2 9
8
x4
2x4 11 7 10 2
1 3
M
0
N
6 5
3x4= 2x4 4
3x4=
-4- 3-10-0 7-4-0 7-8-
-4- 316-0 3-6-0 -4-
Plate Offsets(X,Y)-- [3:0-0-0,0-0-01
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) -0.01 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 5-6 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:54 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 6=0-4-0,4=0-4-0
Max Horz 6=68(LC 11)
Max Uplift 6=-145(LC 12),4=-145(LC 12)
Max Grav 6=273(LC 1),4=273(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-6=-126/263,3-4=-126/263
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=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 3-10-0,Exterior(2R)
3-10-0 to 6-10-0,Interior(1)6-10-0 to 7-6-4 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. ll ll 11111n,i
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���,��1�ER P ����
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 %
NN``p��,.••••.• F//���j
will fit between the bottom chord and any other members. ,�� V`.• G E N,3
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 145 lb uplift at joint 6 and 145 lb uplift at •• F
joint 4. No 22839
A F :4
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763955
2566355(CAYMANBI-156-) EJ7 Jack-Open 14 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:53 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-OK2FugECHf7tGLsDgnPFN?A2WJZrOT1 p79yNJUznAmO
-14
-0 7-0-0
1-4-0 7-0-0
Scale=1:23.4
3
Io
6.00 12
a
m
0
6 M
M
5
2
6'
1 0°
3x4= 4
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-2-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.11 2-4 >695 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.23 2-4 >347 180
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:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=242(LC 12)
Max Uplift 3=-180(LC 12),2=-226(LC 12)
Max Grav 3=192(LC 17),2=350(LC 1),4=132(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=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)-1-4-13 to 1-7-3,Interior(1)1-7-3 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.
fer
truss
6)Provide mechanical calrconnectionuss b others)ons.truss to bearing late capable of withstanding 180 lb uplift at joint 3 and 226 lb uplift at ♦ ,,,1111„'�
( Y ) 9 p p 9 p J p ♦♦`� ER P F�
joint 2. ♦`V`p •• •E N•
No 22839
O'.• A F :�
•
1111111100
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763956
2566355(CAYMANBI-156-) EJ7A Jack-Open 6 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:54 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-sW bd6AFg2zFjtV RQN Uwuwg7gjsllwHzMphxswznAmN
-1-4-0 2-8-0 7-0-0
1-4-0 2-8-0 4-4-0
Scale=1:23.4
4-
4
6.00 12
N
M
9 N
M
3x6= 3
2 6 10
xi op
1 B° B 7
d° 6•
2x4=
2 8-0 7-0-0
2-8-0 4-4-0
Plate Offsets(X,Y)-- [3:0-8-8,0-2-121,[3:0-2-14,0-0-101
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.20 5-6 >401 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.22 5-6 >362 180 MT20HS 187/143
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.06 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-R Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing.
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=242(LC 12)
Max Uplift 4=-141(LC 12),2=-221(LC 12),5=-17(LC 12)
Max Grav 4=164(LC 17),2=370(LC 1),5=130(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-400/239
BOT CHORD 2-8=-516/467,3-6=-467/516
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)-1-4-13 to 1-4-0,Interior(1)1-4-0 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)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1111111111111
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 % ER P ����
will fit between the bottom chord and any other members. � �,.•E
6)Refer to girder(s)for truss to truss connections. ,� V`.• G N•.,'•
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at joint 4,221 lb uplift at •• F
joint 2 and 17 lb uplift at joint 5. NO 22839
��•• TE OF '14J
44/
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763957
2566355(CAYMANBI-156-) GE01 Monopitch Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:55 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-Ki9?J W FSpGNaVeOcxCRjTQFOY7NeUNX6bTRUOMznAmM
-1-4-0 2-0-0
1-4-0 2-0-0
Scale=1:10.3
3
2x4 11
6.00 12
2 It
1
4
3x4= 2x4
1
Plate Offsets(X,Y)-- [2:0-2-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 1 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 4=2-0-0,2=2-0-0
Max Horz 2=106(LC 12)
Max Uplift 4=-19(LC 9),2=-174(LC 12)
Max Grav 4=48(LC 17),2=173(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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 ANSIITPI 1.
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. �t,1 1111 n,i
5)Gable studs spaced at 2-0-0 oc. ���, ER P ����
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •E•.•F//���j�'
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,� V`.• G N,3
will fit between the bottom chord and any other members. •• F•%.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 4 and 174 Ib uplift at : No 22839
joint 2. * •.
9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2.
QA F :14J
,(\�• ,:
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 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
T22763958
2566355(CAYMANBI-156-) HJ7 Diagonal Hip Girder 4 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:56 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-ovjOXsG5aaVR7oboVvyy?doafWZaDkUGg7A1 woznAmL
-1-10-10 5-1-9 9-10-1
1-10-10 5-1-9 4-8-7
4 Scale=1:22.9
I�0
4.24 12
3x4
3
v
d>
A
A
2
1 d° 8 9 7 10 6
d° 5.
Special Special 2x4 II Special 3x4= 5
3x4— Special Special Special
5-1-9 9-10-1
5-1-9 4-8-7
Plate Offsets(X Y)-- [2:0-2-0 Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.10 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.09 6-7 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.40 Horz(CT) -0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-7-7 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-15,6=Mechanical
Max Horz 2=240(LC 24)
Max Uplift 4=-101(LC 8),2=-496(LC 8),6=-309(LC 8)
Max Grant 4=104(LC 1),2=593(LC 28),6=412(LC 28)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-847/520
BOT CHORD 2-7=-610/770,6-7=-610/770
WEBS 3-7=-244/350,3-6=-831/659
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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 is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. �t,1 1111 n/,
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���, ER P ����
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 %
N```p��,.••••.• F//���j
will fit between the bottom chord and any other members. ,�` V`.• G E N,3
6)Refer to girder(s)for truss to truss connections. •• F•�•,
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 4,496 lb uplift at : No 22839
joint 2 and 309 lb uplift at joint 6.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)81 lb down and 66 lb up at
1-4-15,81 lb down and 66 lb up at 1-4-15,46 lb down and 49 lb up at 4-2-15,46 lb down and 49 lb up at 4-2-15,and 108 lb down
and 129 lb up at 7-0-14,and 108 lb down and 129 lb up at 7-0-14 on bottom chord. The design/selection of such connection
device(s)is the responsibility of others. �� •• O F 14/:
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <C/
LOAD CASE(S) Standard ��i�F•' O R
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��jss/ ••• ••••�\ ���
Uniform Loads(plf)
Vert:1-4=-54,2-5=-20
Concentrated Loads(lb) Walter P.Finn PE No.22839
Vert:8=76(F=38,B=38)9=-58(F=-29,B=-29)1 0=-1 94(F=-97,B=-97) MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763959
2566355(CAYMANBI-156-) HJ7A Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:57 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-G5H mkCHjLudlkyA_3dTBYrLIPwuSyBXP2nwbTFznAmK
-1-10-10 5-1-9 9-10-1
1-10-10 5-1-9 4-8-7
4 Scale=1:22.9
I�0
4.24 12
3x4
3
v
d>
A
A
2
1 6 d° 8 9 7 10 6
d° 5.
Special Special 2x4 II Special 3x4= 5
3x4— Special Special Special
5-1-9 9-10-1
5-1-9 4-8-7
Plate Offsets(X Y)-- [2:0-2-0 Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.10 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.10 6-7 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.42 Horz(CT) -0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-15,6=Mechanical
Max Horz 2=240(LC 24)
Max Uplift 4=-101(LC 8),2=-526(LC 8),6=-344(LC 8)
Max Grant 4=104(LC 1),2=604(LC 28),6=423(LC 28)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-872/595
BOT CHORD 2-7=-681/793,6-7=-681/793
WEBS 3-7=-300/368,3-6=-856/735
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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 is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. �t,1 1111 n/,
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���, ER P ����
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 %
N```p��,.••••.• F//���j
will fit between the bottom chord and any other members. ,�` V`.• G E N,3
6)Refer to girder(s)for truss to truss connections. •• F•�•,
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 4,526 lb uplift at : No 22839
joint 2 and 344 lb uplift at joint 6.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)81 lb down and 66 lb up at
1-4-15,81 lb down and 66 lb up at 1-4-15,55 lb down and 90 lb up at 4-2-15,46 lb down and 49 lb up at 4-2-15,and 111 lb down
and 157 lb up at 7-0-14,and 108 lb down and 129 lb up at 7-0-14 on bottom chord. The design/selection of such connection
device(s)is the responsibility of others. i ', QA F
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 �� R O• C?\�`�`
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��jSS/ ••• ••••�\ �`�
Uniform Loads(plf) i�,��O N
Vert:1-4=-54,2-5=-20 11
Concentrated Loads(lb) Walter P.Finn PE No.22839
Vert:8=76(F=38,B=38)9=-77(F=-29,B=-48)10=-204(F=-97,B=-107) MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Infonnation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763960
2566355(CAYMANBl-156-) V1 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:58 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-lHr8xXIL6Bl9M6kBcK?Q42tx-KMkhkHYHRf8?hznAmJ
4-0-0
4-0-0
Scale=1:12.8
2
2X4
6.00 F1_2
c�
1
O . . . . . . . . . . . . . . . . . . . . . . . -------------------------
. . . . . . . . . . . . . . . . . . . . . . . .
................................................................... ...
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
........................................................................... ................
................................................................... ..............
3
2x4 i 2A II
LOADING (psf) SPACING- 2-0-0 CS1. DEFIL. in (loc) I/clefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=3-11-8,3=3-11-8
Max Horz 1=87(LC 12)
Max Uplift 1=411(LC 12),3=-85(LC 12)
Max Grav 1=1 20(LC 17),3=1 31(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(115)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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&MWIFIRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=11.60
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)Gable requires continuous bottom chord bearing.
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. N'Ooollll I 1111n,it,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 85 lb uplift at ER P
joint 3. %
NN'4'\
GENj*-.
No 22839
OF
t1J
� .
44/
0 R
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Gert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IMII-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
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek'
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPl1 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,MID 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763961
2566355(CAYMANBl-156-) V2 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:59 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-DUPW9tJztVtO-GJNA2WfdGQ7EkiqQ9GiW5PiX7znAmI
6-0-0
6-0-0
Scale=1:18.9
3
2x4
6.00 12 2x4 11
2
7
9
........................
6
5 4
2A 2x4 11 2A 11
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d 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 0.15 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 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. (size) 1=6-0-0,4=6-0-0,5=6-0-0
Max Horz 1=140(LC12)
Max Uplift 1=-2(LC 12),4=-19(LC 12),5=-184(LC 12)
Max Grav 1=102(LC 1),4=29(LC 17),5=283(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-260/117
WEBS 2-5=-259/485
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)0-7-9 to 3-7-9,Interior(1)3-7-9 to 5-10-4 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)Gable requires continuous bottom chord bearing. oollll I fin,it,
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N'O ER P
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 CNN
will fit between the bottom chord and any other members. E N,3
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint 1,19 lb uplift at joint 4
and 184 lb uplift at joint 5. No 22839
S
R
11'r'r10NA\- to
IiII11110%
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Gert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IMII-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
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek'
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITP11 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,MID 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T22763962
2566355(CAYMANBI-156-) V3 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:04:59 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-DU PW9tJztVtO_GJNA2WfdGQ6VkhgQ97iW5PiX7znAm I
8-0-0
8-0-0
Scale=1:24.5
3
2x4
6.00 12
2x4 11
2
6
1
v
0
171
0
5 4
2x4 i 2x4 II 2x4 II
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 0.29 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 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. (size) 1=8-0-0,4=8-0-0,5=8-0-0
Max Horz 1=194(LC 12)
Max Uplift 4=-79(LC 12),5=-239(LC 12)
Max Grav 1=89(LC 1),4=122(LC 17),5=367(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-347/157
WEBS 2-5=-304/517
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)0-7-9 to 3-7-9,Interior(1)3-7-9 to 7-10-4 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)Gable requires continuous bottom chord bearing. 1111111111111
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���, ER P ����
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 %
NN``p��,.••••.• F//���j
will fit between the bottom chord and any other members. ,�� V`.• G E N,3
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 4 and 239 lb uplift at •• F
joints. No 22839
�'.. S
11'r'r10NA\- to
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 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
T22763963
2566355(CAYMANBI-156-) V4 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Nov 30 2020 MiTek Industries,Inc. Mon Feb 8 14:05:00 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-hgzuMDJbepOtbQuZkl1 uATzIU71 N9dvrkl8F3aznAmH
9-8-0
9-8-0
Scale=1:30.1
4
2x4
2x4 11
3
6.00 12
9
2x4
8
2
1
Y
a
0
2x4 7 6 5
2x4 1 2x4 2x4 1
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 0.21 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 9-8-0.
(lb)- Max Horz 1=239(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)5 except 7=-224(LC 12),6=-171(LC 12)
Max Grav All reactions 250 lb or less atjoint(s)1,5 except 7=344(LC 17),6=267(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-386/178
WEBS 2-7=-261/403,3-6=-206/397
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;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)0-7-9 to 3-7-9,Interior(1)3-7-9 to 9-6-4 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)Gable requires continuous bottom chord bearing. 1111111111111
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���, ER P ����
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 %
NN``p��,.••••.• F//���j
will fit between the bottom chord and any other members. ,�` V`.• G E N,3
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) •• F
7=224,6=171. i
No 22839
��•• TE OF 'tIJ
44/
A\-E�C��.
Walter P.Finn PE No.22839
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
February 8,2021
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 ANS11TPl1 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
-v
y' �G
m
.0 N .fl •jA
0
m 7< Z
m Za RI cl
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