HomeMy WebLinkAboutTruss Engineering 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: 2584629(Cayman_B1_1560) - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Renar Homes Project Name: . Model: Cayman 1560 B1 Tampa, FL 3361 0-41 1 5
Lot/Block: 70 Subdivision: Morningside
Address: 9744 Starboard Drive, .
City: Fort Pierce State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: 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 T22349774 A01 1/6/21 23 T22349796 CJ3A 1/6/21
2 T22349775 A02 1/6/21 24 T22349797 CJ4A 1/6/21
3 T22349776 A03 1/6/21 25 T22349798 CJ5 1/6/21
4 T22349777 A04 1/6/21 26 T22349799 E01 1/6/21
5 T22349778 A05 1/6/21 27 T22349800 E02 1/6/21
6 T22349779 A06 1/6/21 28 T22349801 E03 1/6/21
7 T22349780 A07 1/6/21 29 T22349802 EJ7 1/6/21
8 T22349781 A08 1/6/21 30 T22349803 EJ7A 1/6/21
9 T22349782 A09 1/6/21 31 T22349804 G E01 1/6/21
10 T22349783 A10 1/6/21 32 T22349805 HJ7 1/6/21
11 T22349784 All 1/6/21 33 T22349806 HJ7A 1/6/21
12 T22349785 Al2 1/6/21 34 T22349807 V1 1/6/21
13 T22349786 A13 1/6/21 35 T22349808 V2 1/6/21
14 T22349787 B01 1/6/21 36 T22349809 V3 1/6/21
15 T22349788 B02 1/6/21 37 T22349810 V4 1/6/21
16 T22349789 B03 1/6/21
17 T22349790 C01 1/6/21
18 T22349791 CO2 1/6/21
19 T22349792 CO3 1/6/21
20 T22349793 C04 1/6/21
21 T22349794 CJ 1 1/6/21
22 T22349795 CJ3 1/6/21
The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. ♦♦♦���L�IJS�
under my direct supervision based on the parameters ♦♦ J
provided by Builders FirstSource-Jacksonville. ,�♦` .��G EnN S�.•.• �i��
Truss Design Engineer's Name: Lee, Julius No4,�i69
My license renewal date for the state of Florida is February 28,2021.
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF :•44/
that the engineer named is licensed in the jurisdiction(s)identified and that the <(/
designs comply with ANSI/TPI 1. These designs are based upon parameters A,4 • ♦`
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ORI
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, Julius Lee PE No.34869
the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
Lee, Julius 1 of 1
Job Truss Truss Type Qty Ply
T22349774
2584629(CAYMAN_B1_15-) A01 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:04 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-Ip4MbgKrO1 B3gDNWFINY2vA5cnAHIJ2wBnG2DXzyO?1
r1-4-0, 3-9-4 , 7-0-0 ,8-4-01 13-10-0 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 II Special 5x8=
6.00 12 3 4 23 24 25 26 5 27 28 296 30 7 31 3233 8 34 35 36 9
M
O
A
2 10 0
1 19 17 4-,X� 11 Iy Iro
37 38 39 18 40 41 42 1 o
3x6= 22 21 20 3x4 16 1543.14 44 45 1346 47 12 3x6=
=
6x8= 2x4 11 6x8= Special 6x8= Special 2x4 11
2x4 1 Special
6x8= Special Special p
7x8= Special
Special
"Special"indicates special hanger(s)or other connection device(s)required at location(s)
shown.The design/selection of such special connection device(s)is the responsibility of
others.This applies to all applicable truss designs in this job.
3-9-4 7-0-0 8�-0 13-10-0 19-4-0 21-8-0 26-4-0 31-0-0 34-2-12 38-0-0
3-9-4 3-2-12 11-0 5-6-0 5-6-0 2-4-0 4-8-0 4-8-0 3-2-12 3-9-4
Plate Offsets(X,Y)-- [3:0-6-0,0-2-8],[9:0-6-0,0-2-8],[13:0-2-8,0-3-0],[14:0-3-8,0-3-0],[17:0-2-12,0-3-0],[19:0-5-8,0-4-4],[22:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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
TS-
NOU Ebalanced roof live loads have been considered for this design. ` LIU S!LF����
I
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. ,� .•'\G E•N
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 •• F•�•, ��
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 34869 �
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 17 �^
will fit between the bottom chord and any other members. PWJ
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1013 lb uplift at joint 2,2872 lb uplift at 0•'. �(/1%'*
joint 14 and 607 lb uplift atjoint 10. %'� O R Q P,••��,�`
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 �j •. `�
7-0-0,157 lb down and 179 lb up at 9-0-12,157 lb down and 179 lb up at 11-0-12,157 lb down and 179 lb up at 13-0-12,157 lb ��j / •••••�` ���
down and 179 lb up at 15-0-12,157 lb down and 179 lb up at 17-0-12,157 lb down and 179 lb up at 19-0-0,104 lb down and 119 �.,,�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 Julius Lee PE No.34869
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 MiTek USA,Inc.FL Cert 6634
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 6904 Parke East Blvd.Tampa FL 33610
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 lb down and 104 lb up at 26-11-4, Date:
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 January 6,2021
such connection device(s)is the responsibility of others. Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and 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
T22349774
2584629(CAYMAN_B1_15-) A01 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:04 2021 Page 2
ID:7c7UIVp0OuljEQApI0t68lyOFsq-Ip4MbgKr01 B3gDNWFINY2vA5cnAHIJ2wBnG2DXzyO?1
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 ANSUTPII 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
T22349775
2584629(CAYMAN_B1_15—) A02 Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:05 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-D?eloOLTnLJwl NyjoOvnb6jQDBXj 1 sR4QR?clzzy0?0
r1-4-0, 4-5-4 -3-Q 8-4-0 9 0-p 14-2-8 , 19 4-0 19m5-0 25-2-0 29-0-0 , 33-2-12 38-0-0 ,39-4-0,
'1-4-0 4-5-4 0-9-1 3-1-0 -8- 5-2-8 5-1-8 0--0 5-9-0 3-10-0 4-2-12 4-9-4 1-4-0
Scale=1:67.8
2x4 11 5x6=
2x4 4x6= 5x6=
3x4= 5x6=
6.00 12 4 5 27 286 7 8 29 30 9 10 31
3x4 i
L2x4426 6
25 ---ZAI
33 v
2 12 r
1 1 20 19 13I T I�
o 0 0
3x6= 24 23 22 3x8= 18 17 5x8= 3x8= 3x6=
4x4= 2x4 11 16 15 14
2x4 11
5x8= 3x6=
5x8=
5-3-0 8-4-0 14-2-8 194-0 1-7-825-2-0 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)-- [5:0-3-0,0-2-0],[8:0-3-0,0-3-0],[10:0-3-0,0-2-0],[19:0-5-8,0-2-12],[21:0-2-12,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 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(jt=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 at joint(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(lb)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
1)Unbalanced roof live loads have been considered for this design. ` L�... ...
I
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. ,� •'\G E•N
II;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) •••� F•••, ��
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 34869
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. 17
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 0•'. �(/
will fit between the bottom chord and any other members. %'� O R Q P,••��,��
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 487 lb uplift at joint 2,269 lb uplift at 00' •. ••• �,�
joint 14,235 lb uplift at joint 12 and 713 lb uplift at joint 16. �4N `�
�////11111111�`
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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 ANSUTPII 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
T22349776
2584629(CAYMAN_B1_15—) A03 Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:06 2021 Page 1
I D:7c7U IVpOOu Ij EQAp10t68lyOFsq-hCC7?M L5Ye RnwWXvMjQO7KFTl apEm Dg De5191 PzyO??
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 5-4-14 5-1-10 5-10-6 1-4-0
Scale=1:67.8
5x8= 7x14 MT20HS=
7x10= 2x411
4 P2 5 6 23 7
6.DO 12
3x4 3x4
3 8
M
14
r N
21 7x14 MT20HS= 13 24
Z12 n�
M 2 Sx6 WB z 11 9 cn
1 3.00 12 10I�
0 3x4 Zz 2x4 I I d
3x6= 20 19 18 17 16 15 5x8 Zz
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
5-11-15 5-1-1 5-3-9 5-3-9 5-4-14 5-1-10 5-10-6
Plate Offsets(X,Y)-- [4:0-1-12,0-2-12],[5:0-4-0,0-4-8],[9:0-5-7,Edge],[14:0-5-0,0-3-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 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(lb)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, ,``tt1111 1 111111I'
WEBS 31192-435 3829,41 9=1138 335/40109-376/692,5-17=-2161/1258,7-14=-2411/4528, , ,N . �US "O�j�
7-12=-121/338,8-12=-433/377,14-17=-1534/2959,5-14=-2929/5711 `�� •••.G E N S• �.�
`% •• �. F••••
NOTES-
No 34869
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=38ft;eave=5ft;Cat.
II;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 O 4C/
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. R4)Provideadequatedrainagetopreventwaterponding.5)All plates are MT20 plates unless otherwise indicated. l)
N
6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. �fill 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 8111111111,
���
will fit between the bottom chord and any other members. Julius Lee PE No.34869
8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA,Inc.FL Cert 6634
capacity of bearing surface. 6904 Parke East Blvd.Tampa FL 33610
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 Date:
joint 9. January 6,2021
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 ANSUTPII 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
T22349777
2584629(CAYMAN_B1_15-) A04 Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:08 2021 Page 1
I D:7c7UIVpOOu Ij EQAp10t68lyOFsq-daKtQ2NL4GhV9gh IU8SUCILmnOY2E82W6PEGLlzyO_z
r1 4-0, 6-4-7 12-8-0 17-1-1 21-7-2 25-4-0 , 31-8-2 , 38-0-0 39-4-01
'1-4-0 6-4-7 6-3-9 4-5-1 4-6-1 3-8-14 6-4-2 6-3-14 11-0
Scale=1:67.8
5x8=
5x8= 2x4 5x8=
4 23 5 24 25 6 26 7
6.00 12
3x4
27 3x4
22 8
3 M
ci
ao
r1421 1312 283x42 3x12 MT20HS 11 9
2x4 II 10Io3x6= 20 1918 17 16 6x8
2x4 13x6= 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 Ltd 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(lb)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,
11-13=-229
1111
WEBS 3-20=0/2738-111=0/25365-1075 0423803714-117—243/472,14-17=1082/2056, 113 0//2658/385,74,5-14111782/3610, ♦♦���`,���'1US'
3-18=-576/425 ♦ G E•N ,
NOTES- 34869
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=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 4%
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 0•', �(/,�
to the use of this truss component. �,'�� , O R`Q P,«:N�,♦
4)Provide adequate drainage to prevent water ponding. �`�
5)All plates are MT20 plates unless otherwise indicated.
6)This truss has been designed fora 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
will fit between the bottom chord and any other members. Julius Lee PE No.34869
8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify MiTek USA,Inc.FL Cert 6634
capacity of bearing surface. 6904 Parke East Blvd.Tampa FL 33610
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 Date:
joint 9. January 6,2021
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
T22349778
2584629(CAYMAN_B1_15-) A05 Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:10 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-azSerjOcctxDO8ggbZUylAQBDC9vi_spZjjMQAzyO_x
6-2-13 11-11-3 14-8-0 19-0-0 23-4-0 30-5-5 38-0-0 39-4-0,
6-2-13 5-8-5 2-8-13 4-4-0 4-0-0 7-1-5 7-6-11 1-4-0
Scale=1:68.9
5x6 = 2x4 11 5x8 =
6.00 12 5 21 6 22 7
2x4
4
5x6 i 20 23 5x8
8
3 14 T
r;
6x8 = 13
0
19 3x4 12 24 a
M 2 N 6x8 = 3.00 12 410 MT20HS zz 11 9
d 1 2x4 101
3x6,= 18 17 16 6x8 o
48 = 2x4 11
6-2-13 11-11-3 14-8-0 19-0-0 1 4-0 30-5-5 38-0-0
6-2-13 5-8-5 2-8-13 4-4-0 4-4-0 7-1-5 7-6-11
Plate Offsets(X,Y)-- [3:0-3-0,0-3-0],[5:0-3-0,0-2-0],[7:0-6-0,0-2-8],[8:04-0,0-3-0],[9:0-5-9,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 Ltd 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(lb)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 8-118=0/314/55155-591/871/15-187-1345/2561,3015 1556/18303 9 8-13=-971/720, ` �� �0S,LF 1
..'0 ,
NOTES- `� •••�GENS• ���
1)Unbalanced roof live loads have been considered for this design. •• F
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 0 34869
II;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)
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 17 t
to the use of this truss component. �(J
4)Provide adequate drainage to prevent water ponding. .00••
5)All plates are MT20 plates unless otherwise indicated. �i� .• O R Q Q:••��,��
6)This truss has been designed fora 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
will fit between the bottom chord and any other members. 411 O N A',,``,�
8)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. Julius Lee PE No.34869
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 MiTek USA,Inc.FL Cert 6634
joint 9. 6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349779
2584629(CAYMAN_B1_15-) A06 Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:11 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-290033PENB4401 Pt9G?BgNyJ UbXPRRNyoNSwydzy0_w
-1-0-0 6-2-13 11-11-3 16-8-0 19-0-0 21-4-0 26-8-14 29-8-0 32-0-3 38-0-0 39-4-0
1-4-0 6-2-13 5-8-5 4-8-13 2-4-0 2-0-0 5-4-14 2-11-2 2-0-3 5-11-13 14-0
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
5x8 =
0
19 13 21 a
M 2 c5 6x8= 3.00 12 6x8 zz� 12 10
0 1 2x4 Io
3x6•= 18 17 16 5x8
4x8 = 2x4 II
19-1-12
19-0-0
6-2-13 11-11-3 16-8-0 18-104 21-4-0 26-8-14 29-5-5 29r$-0 32-0-3 38-0-0
6-2-13 5-8-5 4-8-13 2-2-4 0-1-1 2 2-2d 5-4-14 2-8-7 0--1 2-4-3 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 Ltd 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(lb)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-
1)Unbalanced roof live loads have been considered for this design. `�� ••'\G E N S
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••••
II;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) No 34869
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
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. 17 t
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. - O•'
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 R Q Q:•'��,��
will fit between the bottom chord and any other members. •••• G`�
7)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify , `
j�ON A,-capacity of bearing surface. I�1111111111��f
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 10. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349780
2584629(CAYMAN_B1_15-) A07 Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:12 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-WMZOGPQs7UCweR_3j_XQNbVTO?rMAvg6l l CTU3zy0_v
19-4-0
F-4-0 6-2-13 11-11-3 18-8-0 19rQ-Q 25-4-14 31-5-11 38-0-0 i39-4-0]
1-4-0 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=1:70.3
6x12 MT20HS
5
6.00 12
5x6 i 18 19 3x4
6
4
5x6 i
5x6
3 12 7
7x8=
7x10% O
17 11 20 v
10
c� 2 w 3.00 F12 4x6:::z 3x4 zz� 8 9 rn
yI 1 I q
3x6 16 15 14 5x8 zzz
4x8— 2x4 11
19-1-12
6-2-13 11-11-3 18-10-4 19�Qr0 28-3-5 38-0-0
6-2-13 SS-5 6-11-1 0--2 9-1-9 9-8-11
0-1-12
Plate Offsets(X,Y)-- [3:0-3-0,0-3-0],[7:0-3-0,0-3-0],[8:0-5-7,Edge],[13:0-5-4,0-6-4],[16:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 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(lb)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 ``,,%�,v`fj�,JS
NOTES- .•'�G E N S • i+'•
1)Unbalanced roof live loads have been considered for this design. �� •• F ••. ��
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. 34869
II;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) = * •:
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 !c
to the use of this truss component.
4)All plates are MT20 plates unless otherwise indicated. *:o O•'
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. O R Q Q:•'��,��
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 �j .........
will fit between the bottom chord and any other members. •�` ���
7)Bead at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �.,,��N A; ���
rin
capacity of bearing surface.
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 Julius Lee PE No.34869
joint 8. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349781
2584629(CAYMAN_B1_15-) A08 Roof Special 2 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:13 2021 Page 1
I D:7c7UIVpOOu IjEQAp10t68lyOFsq-_Y7mTl RUuoKn FbZFGh2fvo2eoPBivM5FFhx10Vzy0_u
r1-4-0, 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=1:66.7
5x6=
5
6.00 12
18 19
3x4
4x6 i 6
4
5x6 i
5x6
3 12 7
7x8=
0
17 7x10 11 20
10
2 4x6
m `� 3.00 12 3x4 Z:z 8 �
1 9 fY
0 3x6•= 16 15 14 5x8ZZ
4x8= 2x4 11
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)-- [3:0-3-0,0-3-0],[7:0-3-0,0-3-0],[8:0-5-7,Edge],[13:0-5-4,0-6-4],[16:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 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(lb)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 �-10=-315/3/54913-16=-1301/264153-13=1704/1634 130/2289,6-12=-948/704,6-10=-202/620, ` ,,,�;1'uS1���.#
NOTES- ,••\G E
1)Unbalanced roof live loads have been considered for this design. �� •• F•••,
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. No 34869
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)
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. O 411
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 •••A,� O R,Q ��,��
will fit between the bottom chord and any other members. G`�
6)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface. 1110N AL``,1", %
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
joint 8. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349782
2584629(CAYMAN_B1_15—) A09 Scissor 4 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:14 2021 Page 1
I D:7c7UIVpOOuljEQAp10t68lyOFsq-Skh8h5S6f6Setl8Rq PZuSOapApXgegNOULhaZyzyO_t
6-7-10 13-1-8 19-0-0 24-10-8 31-4-6 , 38-0-0 39-4-0,
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
m 2 3x4 3.00 12 8
1 9 IY
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,Edge],[3:0-3-0,0-3-0],[7:0-3-0,0-3-0],[8:0-5-7,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 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 cc 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(lb)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 `�111111 11�1,, ,
NOTES- ,`
1)Unbalanced roof live loads have been considered for this design. ♦�� ,••�G E N S••. �0
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 �.0
II;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) 34869
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. 'fl •c
4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0�
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. �i ••T Q;•� ♦♦
6)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ss<0 R\D.•�`�\
capacity of bearing surface. / N A '
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 860 lb uplift at joint 2 and 860 lb uplift at III, ;1%%*-
joint 8.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349783
2584629(CAYMAN_B1_15-) A10 Roof Special 3 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:16 2021 Page 1
I D:7c7UIVpOOu Ij EQAp10t68lyOFsq-07pv6nTNBjiM631gygbMXRg9icDK6jzhyfAhdqzy0_r
6-7-10 13-1-8 19-0-0 26-10-0 32-1-12 38-0-0 39 4-0,
6-7-10 6-5-14 5-10-8 7-10-0 5-3-12 5-10-4 1-4-0
Scale=1:66.7
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 q
Sx6
m 2 3x4% 3.00 F12 8
9 f Y
0 0
•5x8 12 11 10 3x6•=
2x4 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,Edge],[3:0-3-0,0-3-0],[7:0-3-0,0-3-0],[10:0-3-8,0-2-0],[13:0-5-8,0-64]
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 0.91 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(lb)or less except when shown.
TOP CHORD 2-3=4487/2557,34=-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=-339/3977410-13—13111/2484,7137/802/1727 678, 1115/2279,6-14=-1576/1076,
7-10=-1103/6 ` 0L�US'
NOTES- ,� •\G E•N S'• , �i
1)Unbalanced roof live loads have been considered for this design. •• F•••, ��
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. 34869
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) * �:
19-0-0 to 22-9-10,Interior(1)22-9-10 to 394-13 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. 0•', �(/
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 wideO R`Q N�,��
will fit between the bottom chord and any other members.
6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /O N AL ��,N*
��
capacity of bearing surface. I���111",���
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
joint 2. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349784
2584629(CAYMAN_B1_15-) All Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:17 2021 Page 1
I D:7c7UIVpOOu IjEQAp10t68lyOFsq-sJ N HJ7U?yl gDkDtOVX6b4eCNOOZjr9crAJvEAHzyO_q
-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 1-10-15 55-13 5-5-13 6-0-5 1-4-0
Scale=1:68.9
5x8=
5x6=
5 6
6.00 12
4x6 r7x10
4x4
4 7
5x6 i7x10 5x615
3 1 8 183x4% `�
O
P32x4 24
2 3.00 FF12 9
1 10Io
3x6•= 22 21 20 17 14 13 12 11 3x6 1.
4x8— 2x4 II 2x4 II 2x4 11 7x10 — 2x4 11
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 Ltd 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(lb)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
TS-
NOU Ebalanced roof live loads have been considered for this design. ` 3\ S.
LF����
I
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. ,� •'�G E•N
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) •••� F•••, ��
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 34869
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. '9
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4%
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 0 0•', �(/
will fit between the bottom chord and any other members. i '�
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 0� < R O'
joint 9.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349785
2584629(CAYMAN_B1_15-) Al2 Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:18 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-LVxfXTVdj Ky4MMRD3EdgcslXpQucach_Pzfoijzy0_p
1 4-0, 6-2-13 11-11-3 1 15-0-0 19-1-1 1 23-0-0 1 30-2-12 i 38-0-0 ,39-4-0,
'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 6x8—
6.00 12 5 23 6 24 7
2x4 11
4
5x6 i 22 25 5x8
8
c�
3 16
10x16 MT20HS —
26
r
21 q� 6x8=
N 9
M 2 3.00 12
1 10Io
3x6•= 20 19 18 15 14 13 12 11 3x6=
4x8— 2x4 11 2x4 II 7x8— 3x6= 2x4 11
6-2-13 11-11-3 15-0-0 19-0-0 19 1-1 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 7-9-4
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 Ltd 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(lb)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-
dered for this design.
2)Wind:ASCE 7-16;Vu tanced roof live a160mph(3-second s have been igust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=45ft;L=38ft;eave=5ft;Cat. �� J)�jus LFF���
I
II;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) ,�� •••�G E N S••
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 �� •• F••••
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 N 0 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)All plates are MT20 plates unless otherwise indicated. t
6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. .0 �(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 •'
will fit between the bottom chord and any other members. Q Q;••\�,,�
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 0 R\
joint 9.
,S,O N A��"0%%
11
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349786
2584629(CAYMAN_B1_15-) A13 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:19 2021 Page 1
ID:7c7UIVpOOuljEQAp10t68lyOFsq-piU1 koVFUe4xzWOPdy9393lhAgloJ4V8edOLE9zy0_o
-1-4-0 6-2-13 11-10-3 11-1-3 15-6-0 18-0-1 9-1-1 25-0-0 31-2-12 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�-0
Scale=1:70.0
5x6
6.00 12 5 4x6 = 7x14 MT20HS =
6x8=
4x6 i 6 7
4 25
5x6 i 27 5x6
9
g 18 n
0
19 4x6 o
10x16 MT20HS = 28 r
24 S8x10 6x8% V
N 10
n 2 3.00 12 11 M
y 1 Tv
0 3x6= 23 22 21 16 15 14 13 12 3x6=
4x8= 2x4 11 3x6= 2x4
3x4 11 6x8=
19-1-1
6-2-13 11-11-3 15-6-0 18-0-1 19-0- 25-0-0 31-2-12 38-0-0
6-2-13 5-8-5 3-6-13 2-6-0 -11-1q 5-10-15 6-2-12 6-9-4
0-1-1
Plate Offsets(X,Y)-- [3:0-3-0,0-3-0],[7:0-2-12,0-1-8],[8:0-11-8,0-2-4],[9:0-3-0,0-3-0],[17:0-9-0,0-6-4],[20:0-6-0,0-6-12],[23:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 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(lb)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=-11961754,8-14=-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=-1111/742 ``,,��,v`ft�Js
NOTES- ♦♦� .•'�G E N S+'• ,�i�
1)Unbalanced roof live loads have been considered for this design. ♦♦ •• F•••. ��
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. 34869
II;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) = * •:
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.
5)All plates are MT20 plates unless otherwise indicated. O R`p Q:���,♦♦
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 ��j / ••�`
will fit between the bottom chord and any other members. �I�ItO ;,,N A ` 0'��
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
joint 10. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349787
2584629(CAYMAN_B1_15-) B01 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:20 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-H u2Qx8WtFyCobgbbBfgl iHgs?EdH2hQHsH8umbzy0_n
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
4x8= Special
Special Special 4x6=
3 9 10 11 4
6.00 12
M
O
M
5
2 I^a
1 a
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 34-12
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/defl 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(lb)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. 1111111111 j1
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 ���J`fIV S LFl o..
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• �j
to the use of this truss component. �� .• G E N,9
'• ♦i♦
4)Provide adequate drainage to prevent water ponding. ��� F•••. ♦♦
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 34869
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 1172 lb uplift at joint 2 and 1054 lb uplift
at joint 5. r
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 ,•• �4J
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 ♦ 0 p;•• ��
at 12-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ♦♦j` R. ,�G••``�`��,
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ♦�,S111O N Ak-0`%
LOAD CASE(S) Standard 1111111
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869
Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634
Vert:1-3=-54,3-4=-54,4-5=-54,2-5=-20 6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and 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
T22349787
2584629(CAYMAN_B1_15—) B01 Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:20 2021 Page 2
I D:7c7UIVp0OuljEQApI0t68lyOFsq-H u2Qx8WtFyCobgbbBfgl iHgs?EdH2hQHsH8umbzy0_n
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:3=-112(B)4=-112(B)8=-482(B)6=-497(B)9=-112(B)10=-112(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 ANSUTPII 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
T22349788
2584629(CAYMAN_B1_15—) B02 Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:21 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-14co9UXVOFKfDgAokN BXEUN8Md_CnAhQ5xtSJ2zy0_m
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 1-0-0 4-2-12 4-4-12
Scale=1:33.6
4x4=
4x4=
4 5
6.00 12
2x4 2x4
3 6
M
12
v
11
7
2 n
Im
1 @ o
s 10 9 8
i
3x4 i 3x4= 3x4= 3x4= 4x4=
3x10 11
9-0-0 10-4-0 18-11-8
9-0-0 1-4-0 8-7-8
Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[7:0-0-0,0-1-12],[7:0-2-8,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 0.41 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(lb)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=-302/357,4-10=-112/252,6-9=-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 `���
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 �LIU�� F �j
shown;Lumber DOL=1.60 plate grip DOL=1.60G•E•N S• •
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F �•, ��
to the use of this truss component. 34869
4)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 497 lb uplift at joint 2 and 355 lb uplift at
joint 7.
F ' 40R\O•OC?
*018111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349789
2584629(CAYMAN_B1_15-) B03 Common 2 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:22 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-DHAAMgY7nZSWq_I_14imniwJdl HoWdFaKbd?rUzyO_I
14-0 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=1:34.6
4x4=
4
6.00 12 10 11
2x4 2x4 i
3 5
12
9
6
2 IT
g a
e 8 7
3x4 3x8 3x4= 4x4=
—
3x10
9-8-0 18-11-8
9-8-0 9-3-8
Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[6:0-0-0,0-1-12],[6:0-2-8,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 0.44 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(lb)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.
mph
second gust)
2)Wind:
0,Enter Interior(l)12-8-01 0 o 8F9 12d one;C-C for m emberspand forces&MW FRS for reactions ec tion(s shown;t umber OL=1 60 plate 0 � � "1U S'CF�,,,j�i
grip DOL=1.60 ,� .•'�G E N&
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •• F•�••
to the use of this truss component. No 34869
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 497 lb uplift at joint 2 and 355 lb uplift at
joint 6.
�•' < 0R�O, � �•
4S/ONA;�"0%%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349790
2584629(CAYMAN_B1_15-) C01 Half Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:23 2021 Page 1
I D:7c7UIVpOOu IjEQAp10t68lyOFsq-hTkYaAZmYtaNS8KAsoD?JvSO9RhSFxXjZFMZNwzyO_k
1 4-0 3-9-4 7-0-0 11-11-8
1 4-0 3-9-4 3-2-12 4-11-8
Special Scale=1:27.0
4x8=
Special Special 2x4
3 7 8 4
6.00 12
2
1 6 9 10 6°
E
3x4=
3x6 I Special Special 5
Special 6x8=
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],[3:0-5-4,0-2-0]
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 0.71 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(lb)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.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� •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 ,� G•E•N S i�
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 879 lb uplift at joint 5 and 645 lb uplift at 34869 �
joint 2.
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).
LOAD CASE(S) Standard ,0�0� < 0 R O'a�`��,,
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • •�`' ���
Uniform Loads(plf)
Vert:1-3=-54,3-4=-54,2-5=-20
Concentrated Loads(lb) Julius Lee PE No.34869
Vert:6=-573(F)3=-29(F)7=-29(F)8=-31(F)9=-133(F)10=-134(F) MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349791
2584629(CAYMAN_B1_15-•) CO2 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:24 2021 Page 1
I D:7c7UIVpOOuljEQAp10t68lyOFsq-9flwn WZOJAiD4HvMQVkEs7?fOrOG_W?tnv66vNzyO_j
1X
4-9-4 9-0-0 11-11-8
4-94 4-2-12 2-11-8
48= 2x4 Scale=1:29.9
4 5
6.00 12
2x4
3
8
2
�1 a c sc
s c 7 s•a
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],[4:0-5-4,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 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(lb)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.
3)Provide adequate drainage to prevent water ponding. ,N``� \3L1U �j
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� G•E•N S• �i�
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •• F•�•, ��
will fit between the bottom chord and any other members. 34869 0
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
joint 2.
•
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349792
2584629(CAYMAN_B1_15-) CO3 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:25 2021 Page 1
I D:7c7UIVpOOu Ij EQAp10t68lyOFsq-essl?saO3Ug4hRUZzDFTPKYpjFQWjwZ00YrfSpzyO_i
1 4-0 5-9-4 11-0-0 111-11-8,
1-4-0 5-9-4 5-2-12 0-11-8
44— 3x4 Scale=1:37.2
4 5
6.00 12
3x4 i 10
3
9
2
e r 8 7
3x4 = 6
2x4 3x4 11
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,Edge],[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(lb)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.
3)Provide adequate drainage to prevent water ponding. ,% 3�jU.S L�•
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦� .••�G E N 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 : •• F ��
will fit between the bottom chord and any other members. N 34869
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
joint 2.
•
•
i
N ItItt0
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349793
2584629(CAYMAN_B1_15-) C04 Monopitch 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:25 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-essl?saO3Ug4hRUZzDFTPKYn7FRyjwE00YrfSpzyO_i
1-4-0 6-3-12 11-11-8
1-4-0 6-3-12 5-7-12
Scale=1:38.7
4
2x4
8
6.00 12
3x4 i
3
7
2
O1 e e ee
3x4=* 6 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(lb)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.
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 ,�� G•E•N,3
will fit between the bottom chord and any other members. •' F•'•, ��
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 34869 �
joint 2.
•
•OC?
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349794
2584629(CAYMAN_B1_15-) CA Corner Jack 10 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:26 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-62QhCCbegozxJb3lXwnixY4ODesgSTDAFCbD_FzyO_h
-1-4-0 1-0-0
1-4-0 1-0-0
Scale=1:7.8
3
6.00 12
2 M
O
O
W
O
Qo 4
1 Q°
4x4=
1-0-0
1-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 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=oft;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.
fer
truss to
ss
6)Provide mechanicalrconnectionu b others) truss to bearing late capable of withstanding 38 lb uplift at 3 and 223 lb uplift at �`\U S'C���I,�
( Y ) 9p P 9 P 1 P
joint 2. �N F �j
�� G•E•N 3' ��i
34869
ft
AN
40R\QP'. N
• �C?
0 O N A'�`,0�.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349795
2584629(CAYMAN_B1_15—) CJ3 Corner Jack 9 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:27 2021 Page 1
I D:7c7UIVpOOuljEQAp10t68lyOFsq-aEz3QYcGb55oxldx5d IxUldAT2BsAvTJTsKmWhzyO_g
X3-0-0
3-0-0
Scale=1:12.8
3
6.00 12 5
M
O
2
4
3x4=
3-0-0
3-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 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(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=oft;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.
fer
truss to
ss
6)Provide mechanicalrconnectionu b others) truss to bearing late capable of withstanding 43 lb uplift at 3 and 204 lb uplift at
( Y ) 9p P 9 P 1 P
joint 2. `%�� ,v\..
ENg�..
34869
fit A
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349796
2584629(CAYMAN_B1_15—) CJ3A Corner Jack 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:27 2021 Page 1
ID:7c7UIVpOOuljEQAp10t68lyOFsq-aEz3QYcGb55oxldx5dIxU1dC?2B1AvTJTsKmWhzyO_g
2-7-8
2-7-8
Scale=1:12.1
2
6.00 12
M
O
1 A
3x8 11 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. (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 v`ffV S �F
will fit between the bottom chord and any other members. `� • F
5)Refer to girder(s)for truss to truss connections. .•'\G E N S+'•
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 �� •• F•••. ��
joint 1.
34869
=-p: :cc
fillRiln�����
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349797
2584629(CAYMAN_B1_15—) CJ4A Corner Jack 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:28 2021 Page 1
I D:7c7UIVpOOu IjEQAp10t68lyOFsq-2RXRdtcuM PDfZvC8fLpA0zAFgSVYvMjSi W4J28zy0_f
4-7-8
4-7-8
Scale=1:17.1
2
6.00 12
4
M
0
W N
N
N
1
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. (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)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
will fit between the bottom chord and any other members. �� ••.. �j
5)Refer to girder(s)for truss to truss connections. �� .• G E Ns'• �i�
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 ��� F•••.
joint 1. N 34869
' • • Y—"{J
♦00
O•
I �
##O N
�nll
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349798
2584629(CAYMAN_B1_15-) CJ5 Corner Jack 9 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:28 2021 Page 1
I D:7c7UIVpOOuljEQAp10t68lyOFsq-2RXRdtcuMPDfZvC8fLpAOzAGjSUCvMjSi W4J28zy0_f
X5-0-0
5-0-0
Scale=1:18.2
3
6.00 12
M
O
W
N
6 N
5
2
4
3x4=
5-0-0
5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 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=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 1-7-3,1nterior(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.
fer
truss to
ss
6)Provide mechanicalrconnectionu b others) truss to bearing late capable of withstanding 113 lb uplift at joint 3 and 209 lb uplift at �`\U S'C���I,�
( Y ) 9p P 9 P 1 P
joint 2. �N F �j
�� G•E•N 3' ��i
34869
ft
AN
40R\QP'. N
• �C?
0 O N A'�`,0�.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349799
2584629(CAYMAN_B1_15-) E01 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:29 2021 Page 1
ID:7c7UIVpOOuljEQAplOt68lyOFsq-Wd5pgDd W7jLWA3nKC2KPZAiTcspCenucxAptbazy0_e
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 14-0
4x4— Scale=1:30.5
4
6.00 12
23 24
3x4 II 3 5 3x4
2
6
7
Li Li L-i
a�
m
N
11 8
3x4 11 10 6x8= 6x8 9 3x4 11
1-0-0 1i2T0 7-10-0 S OTO 9-0-0
1-0-0 0-2-0 6-8-0 0-2-0 1-0-0
Plate Offsets(X,Y)-- [4:0-2-0,0-0-12],[5:0-0-0,0-0-0],[6:0-0-0,0-0-0],[9:0-3-8,0-3-0],[10:0-3-8,0-3-0],[20:0-1-15,0-1-0],[20:0-1-15,0-1-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 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.
II;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 ``��►11111/1j�'
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. `� • �j
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� .••�G E N s••.
to the use of this truss component. �� •• F ••. ��
5)All plates are 2x4 MT20 unless otherwise indicated. 34869
6)Gable studs spaced at 2-0-0 oc. =
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 .0
at joint 9. 0 . 4(4/,�
JONA�E�:�"
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349800
2584629(CAYMAN_B1_15-) E02 Common 4 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:30 2021 Page 1
I D:7c7UIVpOOu IjEQAp10t68lyOFsq-_pfB2Ze9u0TNoCM W mmre6OFeMG9RN E81AgZQ70ry0_d
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 14-0
4x4— Scale=1:30.5
4
6.00 12
2x4 11 12 13 2x4 1
3x4 3 5 3x4
2
6
7
1
a�
m
N
11 0 8
3x4 11 10 6x8= 6x8 9 3x4 11
1-0-0 1i2T0 7-10-0 S OTO 9-0-0
1-0-0 0-2-0 6-8-0 0-2-0 1-0-0
Plate Offsets(X,Y)-- [5:0-0-0,0-0-0],[6:0-0-0,0-0-0],[9:0-3-8,0-3-0],[10:0-3-8,0-3-0]
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 0.52 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. (Ib)-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)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. �`�U S
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 `� .•• G E N S• i�
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 284 lb uplift at joint 10 and 284 lb uplift No 34869
at joint 9.
•
,S,ONA�� 0%%
11110
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349801
2584629(CAYMAN_B1_15—) E03 Common 2 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:31 2021 Page 1
ID:7c7UIVpOOuljEQAp10t68lyOFsq-SODaFvfnfKbEQMxjKTMtebngQfXg6iYvOUI_rzyO_c
3-10-0 7-8-0
3-10-0 3-10-0
5x8= Scale=1:30.8
6.00 12 2 9
8
10 2x4
2x4 7 3
1
M
O
c�
N
6 5
3x4= 2x4 4
3x4=
4- 3-10-0 7-4-0 7-8-
-4- 3-6-0 3-6-0 -4-
Plate Offsets(X,Y)-- [3:0-0-0,0-0-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 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(lb)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 ,`111111111111I�,
to the use of this truss component. 'o J`fIV S `F ..
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� •• 411�1`
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 �� .•'�G E N S'•. ���
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 145 lb uplift at joint 6 and 145 lb uplift at nJ 34869
joint 4.
♦ O•
NAk-
I �
/111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349802
2584629(CAYMAN_B1_15—) E.17 Jack-Open 14 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:31 2021 Page 1
I D:7c7UIVpOOu IjEQAp10t68lyOFsq-SODaFvfnfKbEQMxjKTMtebngBfR46jSvOU I_fTzyO_c
1-4-0 7-0-0
1-4-0 7-0-0
Scale=1:23.4
3
Io
6.00 12
M
O
W 7
6 ? M
M
5
2
d•
1 d'
d° d°
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 Ltd 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 d any other
5)Refer between
r ogirder(s)forottom tru s toord tru truss members.
connections.
ons
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 180 lb uplift at joint 3 and 226 lb uplift at �� F �j
joint 2. �� G'E'N S • �0i
34869
ft
F 4OR\QP'. N
• �C?
0 .......N A*018111 '�`,0�.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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/TPl1 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
T22349803
2584629(CAYMAN_B1_15-) EJ7A Jack-Open 6 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:32 2021 Page 1
ID:7c7UIVpOOuljEQAp10t68lyOFsq-wCnyTFfPQej51 WWvuBu6BpKvW3k_rAi2d82XBvzyO_b
1 4-0 2-8-0 7-0-0
1 4-0 2-8-0 44-0
Scale=1:23.4
4
Io
6.00 12
M
N
M
10x16 1vT20HS — 9 T
A
3x6 = 3
2 6 to
7 111
1
2x4 =
2-8-0 7-0-0
2-8-0 44-0
Plate Offsets(X,Y)-- [3:0-8-8,0-2-12],[3:0-2-14,0-0-10]
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 0.86 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(lb)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=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-13 to 1-4-0,Interior(1)14-0 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. ,��� �`�U S ��
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� • ��j
will fit between the bottom chord and any other members. ♦♦� .••�G E N S•••
6)Refer to girder(s)for truss to truss connections. ♦♦ •• F ••• ��
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplift at joint 4,221 lb uplift at N 34 869
joint 2 and 17 lb uplift at joint 5.
•
•
i
ON
1811111IIItt��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349804
2584629(CAYMAN_B1_15-) GE01 Monopitch Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:32 2021 Page 1
I D:7c7UIVpOOuljEQAplOt68lyOFsq-wCnyTFfPQej51 W WvuBu6BpK?U3verAi2d82XBvry0_b
-1-4-0 2-0-0
1 4-0 2-0-0
Scale=1:10.3
3
2x4
6.00 12
2
1
4
3x4= 2x4 11
Plate Offsets(X,Y)-- [2:0-2-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 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. (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=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 ANSI/TPI 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. ItI1111111111�'
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .•'\10'E N S'
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 �� F•••,
will fit between the bottom chord and any other members. No 34869
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 4 and 174 lb uplift at
joint 2.
9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2.
•;44/N.
��1111111111��.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349805
2584629(CAYMAN_B1_15-) HJ7 Diagonal Hip Girder 4 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:33 2021 Page 1
ID:7c7UIVpOOuljEQAp10t68lyOFsq-POLKgbgl Bxryfg55RuPLjOtBaT5aaXfBson4kLzy0_a
-1-10-10 5-1-9 9-10-1
1-10-10 5-1-9 4-8-7
4 Scale=1:22.9
I�
v
0
4.24 12
3x4
3
0
N A
A
2
1 6° 8 9 7 10 6
6° o•
Special Special 2x4 11 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/defl 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 Grav 4=104(LC 1),2=593(LC 28),6=412(LC 28)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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. ,,,t,111 t 1111I/,�'
3)N/A `♦� \ L�US
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 ,♦ GE•N S •
will fit between the bottom chord and any other members. •• F•�•, ��
6)Refer to girder(s)for truss to truss connections. 034869
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 101 lb uplift at joint 4,496 lb uplift at
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 17
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. 0••. �(/
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O R`Q Q;•'��,♦�
0 `G
LOAD CASE(S) Standard '��j /• .....
•�` ♦♦♦
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-54,2-5=-20 Julius Lee PE No.34869
Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634
Vert:8=76(F=38,B=38)9=-58(F=-29,B=-29)1 0=-1 94(F=-97,B=-97) 6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349806
2584629(CAYMAN_B1_15-) HJ7A Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:34 2021 Page 1
I D:7c7UIVpOOu IjEQAp10t68lyOFsq-tauiuxhfyFzpHggH?cwaGDPMKtQSJ_iL4SXeGnzyO_Z
-1-10-10 5-1-9 9-10-1
1-10-10 5-1-9 4-8-7
4 Scale=1:22.9
I�
v
0
4.24 12
3x4
3
0
N A
A
2
8 9 7 10 6
6° o•
Special Special 2x4 11 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/defl 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 cc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-0 cc 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 Grav 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)N/A
4)This truss has been designed fora 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 ♦♦� .• G E N S+'•. �i�
will fit between the bottom chord and any other members. ♦♦ •• F ••. ��
6)Refer to girder(s)for truss to truss connections. 34869
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 lb uplift at joint 4,526 lb uplift at
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 �'O !c
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.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i O R`Q Q:` ��,♦♦
LOAD CASE(S) Standard ��j /• ••• ••�` ��N
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �.,,1ON
Uniform Loads(plf)
Rill
Vert:1-4=-54,2-5=-20 Julius Lee PE No.34869
Concentrated Loads(lb) MiTek USA,Inc.FL Cert 6634
Vert:8=76(F=38,B=38)9=-77(F=-29,B=-48)10=-204(F=-97,B=-107) 6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349807
2584629(CAYMAN_B1_15—) V1 Valley 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:35 2021 Page 1
I D:7c7UIVpOOu IjEQAp10t68lyOFsq-LnS45HiHjZ5gu_FUZJ RppRyYvHuk2XSUJ6GBoEzyO_Y
4-0-0
4-0-0
Scale=1:12.8
2
2x4 11
6.00 12
1
v
c's
6
3
2x4 i 2x4 11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 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 cc 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=-41(LC 12),3=-85(LC 12)
Max Grav 1=120(LC 17),3=131(LC 17)
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=oft;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)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) chord and any other members.
*This truss has been live
fn the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom
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 `� • ��j
joint 3. �� G E N S
34869
=-p: :cc
.
R.
###nll i0
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349808
2584629(CAYMAN_B1_15—) V2 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:35 2021 Page 1
I D:7c7UIVpOOu IjEQAp10t68lyOFsq-LnS45HiHjZ5gu_FUZJ RppRyaPHvb2VCUJ6GBoEzyO_Y
6-0-0
6-0-0
2x4 11 Scale=1:19.7
3
6.00 F12
2x4
2
7
6
1
v
0
6
5 4
2x4 i 2x4 II 2x4 II
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 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(LC 12)
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. (Ib)-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=oft;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. ,��� �`�US �� ��j
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �% • ��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 ♦♦� .••\ E N S+••. �i�
will fit between the bottom chord and any other members. ♦♦ •• C,
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 N 34869
and 184 lb uplift at joint 5.
•
•
i
ON
1811111IIItt��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349809
2584629(CAYMAN_B1_15-) V3 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:36 2021 Page 1
I D:7c7UIVpOOu IjEQAp10t68lyOFsq-pzOTlcjwUsDW W7gg7Oy2LeVkQgDgnyJeYmOlKgzyO_X
8-0-0
8-0-0
2x4 11 Scale=1:25.7
3
6.00 12
2x4
Ll
6
1
v
d
0
2x4 2x4 42x4 11
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 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 cc 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. (Ib)-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=oft;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.
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 `�` .•'��,E N S'•. �i,
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 79 lb uplift at joint 4 and 239 lb uplift at No 34869
joint 5. -
* :cft
-
44
"SJONA;E010
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
T22349810
2584629(CAYMAN_B1_15-) V4 GABLE 1 1
Job Reference(optional)
Builders FirstSource(Jacksonville,FL), Jacksonville,FL-32244, 8.430 s Nov 30 2020 MiTek Industries,Inc. Tue Jan 5 14:02:36 2021 Page 1
I D:7c7UIVpOOuljEQAp10t68lyOFsq-pzOTlcjwUsD W W7gg7Oy2LeVIggD8nzreYmOlKgzyO_X
9-8-0
9-8-0
2x4 11 Scale=1:30.3
4
2x4 11
3
6.00 12
9
2x4 I I
2
8
1
q
a
0
2x4 i 7 6 5
2x4 11 2x4 2x4
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 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 atjoint(s)5 except 7=-224(LC 12),6=-171(LC 12)
Max Grav All reactions 250 lb or less at joint(s)1,5 except 7=344(LC 17),6=267(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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=oft;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. ,,ttt 11111111I/,�
3)Gable requires continuous bottom chord bearing. �UU
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `�� •� �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 ,� G•E•N S i�
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 100 lb uplift at joint(s)5 except Qt=lb) 34869 �
7=224,6=171. = *•: �•
•
0�' •���
. ;o N A'
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
January 6,2021
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
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