HomeMy WebLinkAboutTRUSSCUT(1) Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek�
RE: 2820806-PSLP-TARBOT - MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: PSL PROPERTIES Project Name: TARBOT Model: . Tampa, FL 3361 0-41 1 5
Lot/Block: . Subdivision: .
Address: 6901 FORT WALTON AVE—
City:
City: FORT PIERCE State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 47 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 T24639534 Al 7/12/21 23 T24639556 D1 7/12/21
2 T24639535 A2 7/12/21 24 T24639557 D2 7/12/21
3 T24639536 A3 7/12/21 25 T24639558 D3 7/12/21
4 T24639537 B1 7/12/21 26 T24639559 D4 7/12/21
5 T24639538 B2 7/12/21 27 T24639560 D5 7/12/21
6 T24639539 B3 7/12/21 28 T24639561 D6 7/12/21
7 T24639540 B4 7/12/21 29 T24639562 EA 7/12/21
8 T24639541 B5 7/12/21 30 T24639563 EJ5 7/12/21
9 T24639542 B6 7/12/21 31 T24639564 EJ7 7/12/21
10 T24639543 B7 7/12/21 32 T24639565 EJ71 7/12/21
11 T24639544 B8 7/12/21 33 T24639566 EJ72 7/12/21
12 T24639545 B9 7/12/21 34 T24639567 EJ73 7/12/21
13 T24639546 B10 7/12/21 35 T24639568 EJ74 7/12/21
14 T24639547 B11 7/12/21 36 T24639569 EJ75 7/12/21
15 T24639548 C1 7/12/21 37 T24639570 EJ76 7/12/21
16 T24639549 C2 7/12/21 38 T24639571 EJ77 7/12/21
17 T24639550 C3 7/12/21 39 T24639572 EJ78 7/12/21
18 T24639551 C4 7/12/21 40 T24639573 G1 7/12/21
19 T24639552 C5 7/12/21 41 T24639574 G2 7/12/21
20 T24639553 C6 7/12/21 42 T24639575 G3 7/12/21
21 T24639554 CJ1 7/12/21 43 T24639576 HJ2 7/12/21
22 T24639555 CJ3 7/12/21 44 T24639577 HJ5 7/12/21
The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. ♦♦♦♦����U S
under my direct supervision based on the parameters �♦ J ,.. •• ., F ��
provided by Builders FirstSource(Fort Pierce). .�� ••�,�G E Sic••,. �����
Truss Design Engineer's Name: Lee, Julius No 9
My license renewal date for the state of Florida is February 28,2023. =
—
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE OF :•44/
that the engineer named is licensed in the jurisdiction(s)identified and that the �.41
designs comply with ANSI/TPI 1. These designs are based upon parameters �i'�•••A,4 P;•• ��
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �ij�s• O R \0'`G;♦♦1
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 eI11'0 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:
July 12,2021
Lee, Julius 1 of 2
H•
l�
MiTek USA, Inc.
RE: 2820806-PSLP-TARBOT - 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Customer Info: PSL PROPERTIES Project Name: TARBOT Model: .
Lot/Block: . Subdivision: .
Address: 6901 FORT WALTON AVE, .
City: FORT PIERCE State: FL
No. Seal# Truss Name Date
45 T24639578 V1 7/12/21
46 T24639579 V2 7/12/21
47 T24639580 V3 7/12/21
2 of 2
Job Truss Truss Type Qty Ply
T24639534
2820806-PSLP-TARBOT Al Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:14 2021 Page 1
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-1-0- 1-
1-1 14-0-0 19-8-10 25-6-2 29-9-2 32-10-0 38-1-12 44-0-0 -0-
-0- 7-2-0 0-11-0 5-10-6 5-8-10 5-9-8 4-3-0 3-0-14 5-3-12 5-10-4 -0-
Scale=1:81.6
5x8=
6.00 F12 4x6= 3x4= 3x6= 3x6= 2x4 11 4x6= 5x8—
3 4 5 2728 6 7 29 8 30 9 10
26
3x4
11 31
M l 2
0 4 18 17 32
ST1.5x8 STP— 25 7x10— 1213 M
3x6= ST1.5x8 A P= 8x10= "T 0
N
4x6= 23 22 21 20 19 16 15 14 ST1.5x8 STP=
2x4 3x8= 3x6—_ 2x4 11 2x4 11 5x8= 2x4 11 3x6=
3x6 I I
5x8=
8-1-10
7-2-0 7-3,13 14-0-0 i19-8-10 25-8-2 29-9-2 32-10-0 38-1-12 44-0-0
7-2-0 0-1 13 5-10-6 5-8-10 5-9-8 4-3-0 3-0-14 5-3-12 5-10-4
0-9-13
Plate Offsets(X,Y)-- [3:0-6-0,0-2-8],[10:0-6-0,0-2-8],[17:0-7-0,0-4-12],[18:0-4-4,Edge],[22:0-3-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.26 17-18 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.49 17-18 >883 240
BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(CT) 0.08 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.35 17-18 >999 240 Weight:268 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-1 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing.
4-23,8-19,9-16:2x4 SP No.3 WEBS 1 Row at midpt 4-22
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,12=0-7-10,25=0-7-10
Max Horz 2=227(LC 11)
Max Uplift 2=-200(LC 12),12=-739(LC 12),25=-782(LC 12)
Max Grav 2=76(LC 21),12=1377(LC 18),25=1934(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-35/587,3-4=-58/266,4-5=-1052/909,5-6=-1752/1256,6-8=-3090/1950,
8-9=-3111/1958,9-10=-3164/1947,10-11=-1996/1276,11-12=-2422/1432
BOT CHORD 2-25=-476/300,24-25=-539/338,4-24=-1336/740,20-22=-524/1052,8-18=-281/283,
17-18=-1572/3201,14-15=-1151/2079,12-14=-1151/2079
WEBS 4-22=-852/1607,5-22=-994/650,5-20=-510/983,6-20=-1180/721,18-20=-888/1801,
6-18=-826/1593,15-17=-992/2133,10-17=-1165/2244,10-15=-1060/514,11-15=-505/391,
3-25=-1646/959,3-24=-724/1319
NOTES-
1)Unbalanced roof live loads have been considered for this design. `� • �j
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ♦♦� •.••�G E N S'••.•
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 7-2-0,Exterior(2R)7-2-0 ♦♦ F ��
to 15-7-13,Interior(1)15-7-13 to 32-10-0,Exterior(2R)32-10-0 to 41-3-13,Interior(1)41-3-13 to 45-0-0 zone;cantilever left and right 34869
exposed;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. 'O
5)This truss has been designed fora 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
will fit between the bottom chord and any other members. �i�'<\• O Q:�N��♦♦
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 lb uplift at joint 2,739 lb uplift at �j� 0 R`
joint 12 and 782 lb uplift at joint 25.
-If'rI,110NM-0:�"
11111111110
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
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 ANSI7TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639535
2820806-PSLP-TARBOT A2 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:15 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-RaNsxbpOH MADhrCeySf6mbflcmOKzj5y5Z2NxTyzWWg
-1-0- 8-1-10 16-1-10 23-8-2 2%3-1 34-10-0 39-1-12 44-0-0 -0-
-0- 5-2-0 2-11-10 8-0-0 7-6-8 5-6-15 5-6-15 4-3-12 4-10-4 -0-
Scale=1:81.6
2x4 11
6.00 12 5x6= 4x6= 3x6= 3x6= 4x6= 3x4=
Sx8=
3 4 5 23 24 6 25 7 8 26 9 27 10
2x4 i
1 2 1128 M
o v
ST1.5x8 STP= 22 EIS 18 1213 29
0
3x6= 20 19 7x10= To -o
ST1.5x8 STP= 3x4= N
17 16 15 14 ST1.5x8 STP=
3x8= 2x4 4x12= 3x4= 3x6=
4x6= 3x6=
6x8=
5-2-0 7-0-0$-1-10 16-1-10 23-8-2 29-3-1 34-10-0 44-0-0
5-2-0 T 0-0 -1-1 8-0.0 7-6-8 5-6-15 5-6-15 9-2-0
Plate Offsets(X,Y)-- [3:0-4-0,0-2-8],[5:0-2-0,0-1-8],[10:0-6-0,0-2-8],[16:0-4-8,0-2-0],[18:0-8-0,0-4-0],[21:0-3-4,0-0-0]
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 0.78 Vert(LL) -0.26 17 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.51 18-19 >850 240
BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.09 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.34 17 >999 240 Weight:238 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
5-20:2x6 SP No.2,8-17:2x4 SP No.3 WEBS 1 Row at midpt 8-19,6-20
WEBS 2x4 SP No.3*Except*
8-19,6-20:2x4 SP No.2
REACTIONS. (size) 2=0-7-10,22=0-7-10,12=0-7-10
Max Horz 2=184(LC 11)
Max Uplift 2=-574(LC 22),22=-1138(LC 12),12=-681(LC 12)
Max Grav 2=98(LC 12),22=2468(LC 1),12=1278(LC 22)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-659/1434,3-4=-909/1865,4-5=-908/1865,5-6=-336/964,6-8=-1625/1013,
8-9=-2924/1748,9-1 0=-2120/1388,10-11=-1 963/1186,11-12=-2188/1327
BOT CHORD 2-22=-1243/823,21-22=-1327/904,20-21=-553/1192,5-21=-607/1165,19-20=-676/1625,
18-19=-1437/2979,8-18=-26/335,14-16=-776/1711,12-14=-1047/1892
WEBS 6-19=-218/726,8-19=-1480/834,16-18=-1026/2090,9-18=-425/940,9-16=-791/542,
10-16=-355/615,10-14=-79/356,11-14=-294/331,6-20=-2817/1471,3-22=-1070/658,
NOTES- 5-22=-1461/969 ,, 3`1US1 Ci
1)Unbalanced roof live loads have been considered for this design. ,� •• G E N&••
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. : •• F•••• ��
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-2-0,Exterior(2R)5-2-0 to 13-7-13,Interior(1) N 34869
13-7-13 to 34-10-0,Exterior(2R)34-10-0 to 43-3-13,Interior(1)43-3-13 to 45-0-0 zone;cantilever left and right exposed;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. 9
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 O •. �<C/
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 .0i�'�� • O R Q Q:•
will fit between the bottom chord and any other members. .•• ..
7)joint id and lb mechanical conpliftnection
nt(by others)of truss to bearing plate capable of withstanding 574 lb uplift at joint 2,1138 lb uplift at ,12. ON A�-��`� ,
�1811111111�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639536
2820806-PSLP-TARBOT A3 Hip Girder 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:21 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-Gkk7CeunsCxM Pmfol im W?sumeB2J N RzrTVVh97yzW Wa
-1-0-p 3-2-0 7-3-13 9-8-14 14-4-10 1%1-4 23-8-2 30-3-1 , 36-10-0 44-0-0 4 -0-p
-0- 3-2-0 4-1-13 2-5-1 4-7-12 4__1
4-6-14 6-6-15 6-6-15 7-2-0 0-
Scale=1:84.8
NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
NAILED x6_ NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
Special
6.00 12 10x14= 2x4 11 5x8= 3x6= 3x4= 2x4 11 4x6= 3x6= NAILED 5x8—
26 3 27 28 4 29 30 5 31 32 6 33 34 7 8 35 36 9 37 10 38 1139 40 41 12 NAILED
42
1 2 `?
0 23
3x6= 43 2544 45 2446 47 n� 19 1314 M M
o
22 48 49 21 50 51� 20 52 53
ST1.5x8 STP=5x8= ST1.5x8 STP= 4x4= 3x8= 18 17 15 ST1.5x8 STP— N
NAILED NAILED 7x10= 54 55 56 57 58 16 59
3x6 11 5x12= NAILED NAILED 3x6—
NAILED 2x4 3x4 11 NAILED 6x8= NAILED 3x6= NAILED
NAILED NAILED NAILED NAILED NAILED NAILED 2x4 11
NAILED NAILED NAILED NAILED
NAILED
FASTEN TRUSS TO BEARING FOR
THE UPLIFT REACTION SHOWN
WHILE PERMITTING NO UPWARD
MOVEMENT OF THE BEARING.
3-2-0 7-3-13 9-8-14 14-4-10 19-1-4 23-8-2 3%3-1 36-10-0 44-0-0
3-2-0 4-1-13 2-5-1 4-7-12 4-8-10 4-6-14 6-6-15 6-6-15 7-2-0
Plate Offsets(X,Y)-- [3:0-3-0,0-2-0],[4:0-4-2,Edge],[10:0-3-0,Edge],[12:0-6-0,0-2-81,[19:0-4-8,Edge],[20:0-3-8,0-1-8],[23:0-3-0,0-2-4],[25:0-3-8,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.39 19-20 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.74 19-20 >592 240
BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(CT) 0.06 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.61 19-20 >719 240 Weight:466 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-3-8 cc bracing.
5-22,9-18:2x4 SP No.3
WEBS 2x4 SP No.3*Except*
4-24:2x8 SP 240OF 2.OE,4-23,17-19:2x4 SP No.2
REACTIONS. (size) 2=0-7-10,24=0-7-10,13=0-7-10
Max Horz 2=140(LC 24)
Max Uplift 2=-1293(LC 30),24=-3244(LC 8),13=-1422(LC 8)
Max Grav 2=592(LC 5),24=5861(LC 29),13=2582(LC 30)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1539/2962,3-4=-1371/2693,4-5=-1332/2586,5-6=-1221/2427,6-8=-6725/3828,
8-9=-8663/4844,9-11=-8527/4793,11-12=-5985/3313,12-13=-4758/2499
BOT CHORD 2-25=-2623/1522,24-25=-7268/4121,23-24=-7268/4121,20-21=-1671/3158,
19-20=-3595/6678,9-19=-550/518,17-18=-185/451,15-17=-2071/4124,
13-15=-2069/4103
WEBS 3-25=-1608/918,4-25=-2720/4927,4-24=-5281/3013,4-23=-3032/5510,
21-23=-1 671/3113,6-23=-5931/3326,6-20=-2156/3969,8-20=-1365/870, �#fill
12-97 11153/2093112-15=41 624139/2173, 63,11-19=-1579/2727,11-17=-1778/1314, US `F�I�',,'
.� •'•\GENS''
NOTES- ♦♦ •• F•'•. ��
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: 34869
Top chords connected as follows:2x4-1 row at 0-9-0 cc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 cc.
Webs connected as follows:2x4-1 row at 0-9-0 cc,2x8-2 rows staggered at 0-9-0 cc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to !c
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. O; ;��:
3)Unbalanced roof live loads have been considered for this design. �
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �i�'� Q;•• ♦♦
11;Ex C;Encl.,GC i=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 late grip DOL=1.60 <.......R O•' \ �,
P P- ( ) 9 P P 9 p I
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 4*
to the use of this truss component.
6)Provide adequate drainage to prevent water ponding.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Julius Lee PE No.34869
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 MiTek USA,Inc.FL Cert 6634
will fit between the bottom chord and any other members. 6904 Parke East Blvd.Tampa FL 33610
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1293 lb uplift at joint 2,3244 lb uplift at Date:
joint 24 and 1422 lb uplift at joint 13. July 12,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639536
2820806-PSLP-TARBOT A3 Hip Girder 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:21 2021 Page 2
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-Gkk7CeunsCxM Pmfol im W?sumeB2J N RzrTWh97yzW Wa
NOTES-
10)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement at the bearings.Building designer
must provide for uplift reactions indicated.
11)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)187 lb down and 198 lb up at 36-10-0 on top chord. The
design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-12=-54,12-14=-54,2-23=-20,19-22=-20,13-18=-20
Concentrated Loads(lb)
Vert:7=-62(F)12=-112(F)16=-59(F)20=-108(F)8=-62(F)15=-59(F)10=-112(F)27=-32(F)28=-32(F)29=-60(F)30=-60(F)31=-62(F)32=-62(F)34=-62(F)
35=-62(F)36=-62(F)37=-1 12(F)38=-1 12(F)39=-1 12(F)40=-1 12(F)41=-1 12(F)42=-75(F)43=-164(F)44=-1 17(F)45=-1 17(F)46=-151(F)47=-151(F)48=-108(F)
49=-108(F)50=-108(F)51=-108(F)52=-108(F)53=-108(F)54=-59(F)55=-59(F)56=-59(F)57=-59(F)58=-59(F)59=-242(F)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639537
2820806-PSLP-TARBOT B1 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:22 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-kwIVP_UPdV3D 1 wE?sQH IY3RxAbS86y?_i8FFhZyzW WZ
1-0-Q 7-3-13 9-2-0 16-5-4 23-6-12 30-10-0 37-2-0 , 39-10-0
1-0- 7-3-13 1-10-3 7-3-4 7-1-8 7-3-4 6-4-0 2-8-0
Scale=1:76.5
5x6=
3x4= 3x6= 3x4= 5x8=
6.00 F12 4x4 4 23 24 5 6 7 2526 27 8
7x10=
3
5x6
22 ST1.5x8 STP= ro
21 9 28 10
20 I� O a
0 1
ST1.5x8 STP= 18 17 16 15 14 13 12 11
3x6= ST1.5x8 STP= 3x6— 3x4= 3x4= 4x4= 5x6=
3x6 11 5x8= 3x6=
7-3-13 9-2-0 16-5-4 23-6-12 30-1%0 37-2-0 39-1%0
7-3-13 1-10-3 7-3-4 7-1-8 7-3-4 6-4-0 2-8-0
Plate Offsets(X,Y)-- [4:0-3-0,0-2-0],[8:0-6-0,0-2-8],[10:0-3-4,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 0.82 Vert(LL) -0.14 11-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.31 11-12 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.66 Horz(CT) 0.05 20 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 14 >999 240 Weight:211 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 5-5-0 cc bracing.
10-11:2x4 SP No.2 WEBS 1 Row at midpt 5-17,7-15
OTHERS 2x8 SP 240OF 2.0E
REACTIONS. (size) 2=0-7-10,18=0-7-10,20=0-5-6
Max Herz 2=-180(LC 10)
Max Uplift 2=-331(LC 22),18=-995(LC 12),20=-496(LC 12)
Max Grav 2=58(LC 9),18=2038(LC 1),20=1052(LC 22)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-628/1020,5-7=-1240/862,7-8=-1785/1166,8-9=-1748/1037,9-10=-391/174,
11-19=-709/1066,10-19=-709/1066
BOT CHORD 2-18=-838/580,17-18=-838/580,15-17=-618/1240,14-15=-990/1785,12-14=-832/1505,
11-12=-1151/1684
WEBS 3-18=-1865/1248,3-17=-761/1422,4-17=-281/203,5-17=-1690/1006,5-15=-177/558,
7-15=-651/459,8-14=-186/450,8-12=0/346,9-12=-262/363,9-11=-1627/1230,
10-20=-1397/830 %% 1
1111
NOTES-
1)Unbalanced roof live loads have been considered for this design. `� ••'�G ENS
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. •• F•••• ��
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-2-0,Exterior(2R)9-2-0 N 0 34869
to 15-2-0,Interior(1)15-2-0 to 30-10-0,Exterior(2R)30-10-0 to 36-10-0,Interior(1)36-10-0 to 39-1-0 zone;Cantilever left and right •:
exposed;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. •c
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. ** <C/
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 (� Q;•• ��
will fit between the bottom chord and any other members. �i `,Sl'<0 R�'D
7)Bearing at joint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 331 lb uplift at joint 2,995 lb uplift at
joint 18 and 496 lb uplift at joint 20. Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639538
2820806-PSLP-TARBOT B2 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:26 2021 Page 1
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-chXOFLxwhkZtWXYm5GMhivicelCm7216acmDSgKyzW W V
1-0-Q 7-3-13 11-2-0 17-0-11 22-11-5 28-10-0 , 35-2-0 39-1%0
1-0- 7-3-13 3-10-3 5-10-11 5-10-11 5-10-11 6-4-0 4-8-0
Scale=1:76.5
5x6=
3x4= 3x6= 3x4=
5x6=
6.00 12 4 21 5 6 7 22 8 23 6x8=
4x4 i 8x12=
8 5x6 ST1.5x8 STP=
=
20 9 10 "'
N
C?
2 19
1 N IO
o ST1.5x8 STP= 17 16 15 2425 14 26 27 13 12 11
3x6= ST1.5x8 STP= 5x8= 4x6= 3x4= 5x8= 3x8= 2x4 11
3x6 11
7-3-13 11-2-0 20-0-0 28-10-0 35 2-0 39-10-0
7-3-13 3-10-3 8-10-0 8-10-0 6-4-0 4-8-0
Plate Offsets(X,Y)-- [4:0-3-0,0-2-0],[8:0-3-0,0-2-0],[10:0-1-12,Edge],[12:0-3-8,0-1-8],[13:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.19 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.34 13-14 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.71 Horz(CT) 0.05 19 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.12 12-13 >999 240 Weight:220 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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
OTHERS 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 5-16
REACTIONS. (size) 2=0-7-10,17=0-7-10,19=0-5-10
Max Horz 2=-205(LC 10)
Max Uplift 2=-234(LC 22),17=-941(LC 12),19=-508(LC 12)
Max Grav 2=32(LC 9),17=2274(LC 17),19=1259(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-543/953,3-4=-493/361,4-5=-400/350,5-7=-1612/942,7-8=-1702/1026,
8-9=-1915/1017,9-10=-2008/1063
BOT CHORD 2-17=-830/445,16-17=-830/445,14-16=-630/1282,13-14=-874/1673,12-13=-1102/2066,
11-12=-152/297
WEBS 3-17=-2042/1251,3-16=-754/1572,5-16=-1278/735,5-14=-213/683,7-14=-284/316,
8-13=-85/521,9-13=-467/345,9-12=-974/671,10-12=-1089/2045,10-19=-1332/693
NOTES- `111111111/IIII
1)Unbalanced roof live loads have been considered for this design. ,,�� J`�V
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,� ••... I�
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 11-2-0,Exterior(2R) �� .• G E N,9
11-2-0 to 17-0-11,Interior(1)17-0-11 to 28-10-0,Exterior(2R)28-10-0 to 34-10-0,Interior(1)34-10-0 to 39-1-0 zone;cantilever left ��� F•�•. ��
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 N 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific =
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0
will fit between the bottom chord and any other members,with BCDL=10.Opsf. O
7)Bearing at joint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • O R,Q p;�
capacity of bearing surface. �j' S1
8)joint Provide
7 and mechanical
conpliftnection
nt 1 g others)of truss to bearing plate capable of withstanding 234 lb uplift at joint 2,941 lb uplift at i i�''O N A�-
1/1111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639539
2820806-PSLP-TARBOT B3 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:27 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-5u5OShyYS2hW7h7yfztwF78p6cAUn85jrQyOMnyzW WU
1-0-Q 7-3-13 13-2-0 20-0-0 26-10-0 33-2-0 39-1%0
]-0- 7-3-13 5-10-3 6-10-0 6-10-0 6-4-0 6-8-0
Scale=1:76.5
5x8=
2x4 5x8=
4 18 19 5 20 21 6 22 6x8=
6.00 12 8x12=
3x6 i 5x6— ST1.5x8 STP=
3 7 8
M
17
M
M
2 16 0
1 Iq
o
ST1.5x8 STP= 14 13 23 12 24 11 10 9
3x6= ST1.5x8 STP= 5x6= 3x8= 5x6= 3x8= 3x4 11
3x6 11
7-3-13 13-2-0 20-0-0 26-10-0 33-2-0 39-1%0
7-3-13 5-10-3 6-10-0 6-10-0 6-4-0 6-8-0
Plate Offsets(X,Y)-- [4:0-6-0,0-2-8],[6:0-6-0,0-2-8],[8:0-1-12,Edge],[10:0-3-8,0-1-8],[11:0-3-0,0-3-0],[13:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.13 11-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.22 11-12 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.04 16 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.12 10-11 >999 240 Weight:230 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing.
OTHERS 2x8 SP 240OF 2.0E WEBS 1 Row at midpt 6-12
REACTIONS. (size) 2=0-7-10,14=0-7-10,16=0-5-10
Max Horz 2=-230(LC 10)
Max Uplift 2=-108(LC 22),14=-883(LC 12),16=-523(LC 12)
Max Grav 2=123(LC 21),14=2146(LC 17),16=1277(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-427/675,3-4=-928/593,4-5=-1472/977,5-6=-1472/978,6-7=-1791/1002,
7-8=-1986/1060
BOT CHORD 2-14=-557/278,13-14=-557/278,12-13=-389/810,11-12=-773/1530,10-11=-1087/2021
WEBS 3-14=-1869/1216,3-13=-734/1469,4-13=-550/456,4-12=-552/1020,5-12=-423/422,
6-11=-110/543,7-11=-570/365,7-10=-844/641,8-10=-1090/2041,8-16=-1310/690
NOTES-
1)Unbalanced roof live loads have been considered for this design. ``%J1111111/111,
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �� \3,l, LF
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 13-2-0,Exterior(2R)
13-2-0 to 19-2-0,Interior(1)19-2-0 to 26-10-0,Exterior(2R)26-10-0 to 32-10-0,Interior(1)32-10-0 to 39-1-0 zone;cantilever left and ,�� .• ENS•• �i�
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� •• F•••• ��
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 34869 �
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'fl •c
will fit between the bottom chord and any other members,with BCDL=10.Opsf. .0 44/
7)Bearing at joint(s)16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .0�
capacity of bearing surface. i Q Q;•'��,�
8)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 108 lb uplift at joint 2,883 lb uplift at s•' 0 R
joint 14 and 523 lb uplift at joint 16.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639540
2820806-PSLP-TARBOT B4 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:28 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-Z4fmg 1 zADLpMIri8ChO9nKhx50R4Wctt44iZvDyzW WT
-_-00-Q 7-3-13 15-2-0 , 20-0-0 24-10-0 32-8-3 35-1-8 39-10-0
1-0- 7-3-13 7-10-3 4-10-0 4-10-0 7-10-3 2-5-5 4-8-8
Scale=1:76.5
5x6=
6.00 12 3x4= 5x6=
4 21 5 22 236
5x8 i 6x8=
20 24 3x4 5x12=
3 7 5x6= ST1.5x8 STP=
19 8 9
18 0
dY 1 2 a 19
O ,
ST1.5x8 STP= 16 15 14 25 26 13 12 11 10
3x6= ST1.5x8 STP= 3x6= 5x8= 3x8= 3x6= 3x4= 4x6=
3x6
7-3-13 15-2-0 24-10-0 32-8-3 39-10-0
7-3-13 7-10-3 9-8-0 7-10-3 7-1-13
Plate Offsets(X,Y)-- [3:0-4-0,0-3-0],[4:0-3-0,0-2-0],[6:0-4-0,0-2-8],[9:0-5-4,0-3-0]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.32 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.50 13-14 >773 240
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.05 18 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.13 11-13 >999 240 Weight:226 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-14,5-14,7-13
9-10:2x4 SP No.2
OTHERS 2x8 SP 240OF 2.0E
REACTIONS. (size) 16=0-7-10,2=0-7-10,18=0-5-10
Max Horz 2=-291(LC 10)
Max Uplift 16=-860(LC 12),2=-79(LC 12),18=-523(LC 12)
Max Grav 16=2098(LC 17),2=164(LC 21),18=1315(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-353/584,3-4=-1159/721,4-5=-939/732,5-6=-1476/1006,6-7=-1691/983,
7-8=-2337/1226,8-9=-329/163,10-17=-557/1206,9-17=-557/1206
BOT CHORD 2-16=-488/255,14-16=-483/251,13-14=-631/1231,11-13=-1135/2120,10-11=-1083/2078
WEBS 3-16=-1811/1211,3-14=-690/1456,4-14=0/271,5-14=-632/427,5-13=-103/396,
6-13=-66/417,7-13=-822/534,7-11=0/267,8-10=-2065/1085,9-18=-1396/717
NOTES- `t1111111111j
2)Wind:ASCE 7-16;Vu tanced roof live a1 considereds have been 60mph(3 secondg st)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �`��L�US
I
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 15-2-0,Exterior(2R) `�� ••'\G E N S
15-2-0 to 21-2-0,Interior(1)21-2-0 to 24-10-0,Exterior(2R)24-10-0 to 30-10-0,Interior(1)30-10-0 to 39-1-0 zone;cantilever left and �� •• F•••,
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. g"
jP/
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 44/
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify •'• P;� ��
capacity of bearing surface. •< 0 R,�G• �`
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 860 lb uplift at joint 16,79 lb uplift at
joint 2 and 523 lb uplift at joint 18.
4�s�0 N AL
11/1111111%``
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639541
2820806-PSLP-TARBOT B5 Roof Special 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:29 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-1 GD8tN_o_fxDN?GLmOvOKYE7iQoKF7pOJkR6RfyzW WS
1-0-p 7-3-13 12-1-12 17-2-0 , 22-10-0 29-11-12 37-1-8 , 39-10-0
'I-O- 7-3-13 4-9-15 5-O 4 5-8-0 7-1-12 7-1-12 2-8-8
Scale=1:79.9
5x8=
6.00 12 5x6=
6 7
3x4 i
3x6 i 5 3x4
22 23 4x6
3x4 i 4 8 9
"5x6
= c?
3 o0
21 STP
20 I Io
01 21
ST1.5x8 STP= 18 17 16 24 15 14 13 12
3x6= ST1.5x8 STP= 5x6= 3x4= 3x8= 3x6= 4x4= 5x6=
3x6 11
7-3-13 12-1-12 17-2-0 22-1%0 29-11-12 37-1-8 39-10-0
7-3-13 4-9-15 5-O 4 5-8-0 7-1-12 7-1-12
Plate Offsets(X,Y)-- [6:0-6-0,0-2-8],[7:0-3-0,0-2-0],[9:0-3-0,Edge],[11:0-3-4,Edge],[17:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.19 12-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.39 12-13 >986 240
BCLL 0.0 * Rep Stress Incr YES WB 0.59 Horz(CT) 0.04 20 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.12 13-15 >999 240 Weight:235 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 5-6-2 cc bracing.
11-12:2x4 SP No.2 WEBS 1 Row at midpt 6-16,8-15
OTHERS 2x8 SP 240OF 2.0E
REACTIONS. (size) 18=0-7-10,2=0-7-10,20=0-5-10
Max Horz 2=-354(LC 10)
Max Uplift 18=-850(LC 12),2=-90(LC 12),20=-522(LC 12)
Max Grav 18=2116(LC 17),2=163(LC 21),20=1333(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-358/672,3-5=-807/539,5-6=-1140/821,6-7=-1256/925,7-8=-1448/929,
8-10=-2201/1116,10-11=-515/176,12-19=-660/1365,11-19=-660/1365
BOT CHORD 2-18=-579/306,17-18=-579/306,16-17=-346/784,15-16=-422/1020,13-15=-907/1889,
12-13=-1095/2120
WEBS 3-18=-1837/1154,3-17=-756/1360,5-17=-699/522,5-16=-158/527,6-15=-299/557,
7-15=-65/319,8-15=-936/544,8-13=0/374,10-12=-2014/1159,11-20=-1732/826
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `� .•'�G E N S' i�
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 17-2-0,Exterior(2E) •• F•••, ��
17-2-0 to 22-10-0,Exterior(2R)22-10-0 to 28-10-0,Interior(1)28-10-0 to 39-1-0 zone;cantilever left and right exposed;C-C for No 3486 9
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.
41
4)Provide adequate drainage to prevent water ponding. •cc
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 <C/
will fit between the bottom chord and any other members,with BCDL=10.Opsf. I (� Q Q;•'�����
7)Bearing atjoint(s)20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify `,Sl•••0 R�
capacity of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 850 lb uplift at joint 18,90 lb uplift at ,'� A
is11111
11 ;,;``,�,,
joint 2 and 522 lb uplift at joint 20.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639542
2820806-PSLP-TARBOT B6 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:30 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-VSnX5j?Qlz34_9rXK5RdtlmLup9D_U8AXOBgz5yzW WR
1-0-p 13-6-3 19-2-0 20-10-q 26-5-13 , 32-11-1141-0-p
j-0- 13-6-3 5-7-13 1-8-0 5-7-13 6-5-13 7-0-5 0-
Scale=1:74.1
5x6=
5x6—
6.00 12 6 7
3x4 i 3x4
5 8
21 22
3x4 i 4 9
2x4
3 10 d
20 23
ro 1 2 11 12 n
yI101Ia
ST1.5x8 STP= 19 18 17 24 16 15 25 14 13 cs
ST1.5x8 STP=
ST1.5x8 STP= 3x4=3x4= 3x4=
7-0-0 10-3 4 19-2-0 z0-10-q 29-8-12 40-0-0
7-0-0 3-3-4 8-10-12 1-8-0 8-10-12 10-34
Plate Offsets(X,Y)-- [6:0-3-0,0-2-0],[7:0-3-0,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.34 13-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.53 13-15 >726 240
BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.06 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.21 13-15 >999 240 Weight:223 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-15
REACTIONS. (size) 11=0-7-10,19=0-7-10,2=0-7-10
Max Horz 2=-438(LC 10)
Max Uplift 11=-652(LC 12),19=-777(LC 12),2=-151(LC 12)
Max Grav 11=1554(LC 18),19=2150(LC 17),2=189(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-213/658,3-5=-759/442,5-6=-1344/825,6-7=-1143/805,7-8=-1319/817,
8-10=-2321/1103,10-11=-2556/1181
BOT CHORD 2-19=-348/278,18-19=-348/278,16-18=-224/985,15-16=-200/1115,13-15=-577/1563,
11-13=-917/2190
WEBS 8-15=-940/587,8-13=-213/819,10-13=-396/379,6-16=-138/337,7-15=-247/496,
5-16=0/378,5-18=-883/513,3-19=-1946/926,3-18=-451/1319
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 19-2-0,Exterior(2E) `� J �,
19-2-0 to 20-10-0,Exterior(2R)20-10-0 to 29-3-13,Interior(1)29-3-13 to 41-0-0 zone;cantilever left and right exposed;C-C for ,�� •.• G E N S+'•.• �i.0
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� F 10
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)All plates are 3x6 MT20 unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �C/
will fit between the bottom chord and any other members,with BCDL=10.Opsf. ••,
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 652 lb uplift at joint 11,777 lb uplift at ,iiZe
Q `joint 19 and 151 Ib uplift atjoint 2.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639543
2820806-PSLP-TARBOT B7 Common 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:31 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-zfLvl3?2 WGBxaJQjupysPzJ WSDWDjORJm2wDWYyzW WQ
-,1-0-p 7-0-5 13-6-3 , 20-0-0 , 26-5-13 32-11-11 40-0-0 4,1-0-p
-0- 7-0-5 6-5-13 6-5-13 6-5-13 6-5-13 7-0-5 -0-
5x6— Scale=1:75.1
6 20
3x4 i 3x4
5 19 7
6.00 12 4x4 4 8
2x4
3 9
18 21
M1 2 1011 M
yI Ia
0 17 16 15 22 14 23 13 12 ST1.5x8 STP=
ST1.5x8 STP= 3x8= 3x4=
7 4-2 10-3 4 2%0-0 29-8-12 40-0-0
7 4-2 2-11-2 9-8-12 9-8-12 10-3 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 0.66 Vert(LL) -0.25 14-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.45 10-12 >873 240
BCLL 0.0 * Rep Stress Incr YES WB 0.64 Horz(CT) 0.05 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.15 10-12 >999 240 Weight:211 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-14,5-16
REACTIONS. All bearings 7-7-10 except(jt=length)10=0-7-10.
(lb)- Max Horz 2=456(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)2 except 10=-637(LC 12),17=-864(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2 except 10=1509(LC 18),17=2251(LC 17),17=1810(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-319/813,3-5=-500/336,5-6=-1239/796,6-7=-1193/798,7-9=-2212/1082,
9-10=-2448/1164
BOT CHORD 2-17=-759/415,16-17=-759/415,14-16=-209/939,12-14=-553/1483,10-12=-865/2095
WEBS 6-14=-331/747,7-14=-931/595,7-12=-201/779,9-12=-400/378,5-14=-24/453,
5-16=-935/584,3-17=-2046/1015,3-16=-549/1424
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 20-0-0,Exterior(2R) %%%%J 111111/11��
20-0-0 to 26-0-0,Interior(1)26-0-0 to 41-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� •F �j,
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,� G•E•N,3
to the use of this truss component. •• F•�•, ��
4)All plates are 3x6 MT20 unless otherwise indicated. 34869
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except Qt=lb)
10=637,17=864.
i0
00
� , O R`o P `��,�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639544
2820806-PSLP-TARBOT B8 Common 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:32 2021 Page 1
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-RrvHVPOhHaJoES?wRWT5yAsfedpwSVUS?ign2_yzW W P
1-0-p 7-0-5 13-6-3 20-0-0 26-5-13 32-11-11 40-0-0 11-0-p
--0- 7-0-5 6-5-13 6-5-13 6-5-13 6-5-13 7-0-5 1-0-
Scale=1:72.6
5x6=
6.00 12 6 19
3x4 i 3x4
5 18 7
3x6 i
3x6
8
2x4\\ 4 2x4
3 9
17 20
M 1 2 10 11 M
dI Iy
ST1.5xB STP= 16 15 21 14 22 13 12 ST1.5x8STP= o
3x6— 3x4=4x6= 3x8— 4x6=3x4= 3x6—
10-3-4 20-0-0 29-8-12 40-0-0
10-3-4 9-8-12 9-8-12 10-3-4
Plate Offsets(X,Y)-- [2:0-0-0,0-0-2],[10:0-0-0,0-0-2]
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 0.82 Vert(LL) -0.33 14-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.55 14-16 >864 240
BCLL 0.0 * Rep Stress Incr YES WB 0.53 Horz(CT) 0.13 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.22 14 >999 240 Weight:207 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.1 BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-14,7-14,5-14
REACTIONS. (size) 2=0-7-10,10=0-7-10
Max Horz 2=-456(LC 10)
Max Uplift 2=-790(LC 12),10=-790(LC 12)
Max Grav 2=1854(LC 17),10=1854(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3184/1554,3-5=-2954/1474,5-6=-1994/1199,6-7=-1994/1199,7-9=-2954/1474,
9-10=-3184/1554
BOT CHORD 2-16=-1217/3087,14-16=-916/2494,12-14=-907/2208,10-12=-1209/2746
WEBS 6-14=-693/1422,7-14=-924/590,7-12=-192/767,9-12=-380/367,5-14=-923/590,
5-16=-192/767,3-16=-380/367
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
20 0-0 to 26 OOGIn elrior(1)6-0-0 to 41-0-0 zone; antilever left and right exposed;C- )C for members and forces&MWFRSRfor ,%`��,�L�U S ji
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,� .• G E N S'••
i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : •• F ••• ��
to the use of this truss component. N 34869
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9
2=790,10=790. O
i
��i�F • O R\O"%111
ON
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639545
2820806-PSLP-TARBOT B9 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:33 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-vl Tfjl l J2uRfrca6?E_KUOOgq 19JBxQcEMPKaQyzW WO
1-0-p 7-0-5 13-6-3 18-10-8 , 21-1-8 26-5-13 , 32-11-11 40-0-0 41-0-p
-0- 7-0-5 6-5-13 5-4-5 -4-5 6-5-13 7-0-5 -0-
Scale=1:74.1
5x6=
5x6=
6.00 F12 6 7
3x4 3x4
5 8
3x6 i
3x6
21
20 9
2x4\� 4 2x4
m
3 10 0
19 22
1 2 11 12 M
aIEMIq
ST1.5x8 STP= 18 17 23 16 15 24 14 13 ST1.5x8 STP=
3x6— 3x4=4x6= 3x4— 3x4— 4x6=3x4= 3x6—
10-3-4 18-10-8 21-1-8 29-8-12 40-0-0
10-31-4 8-7 4 2-3-0 8-7-4 10-3-4
Plate Offsets(X,Y)-- [2:0-0-0,0-0-2],[6:0-3-0,0-2-0],[7:0-3-0,0-2-0],[11:0-0-0,0-0-2]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.38 16-18 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.59 13-15 >801 240
BCLL 0.0 * Rep Stress Incr YES WB 0.61 Horz(CT) 0.14 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.25 16-18 >999 240 Weight:217 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 5-6-7 cc bracing.
14-17:2x4 SP No.2 WEBS 1 Row at midpt 8-15,5-16
WEBS 2x4 SP No.3
REACTIONS. (size) 11=0-7-10,2=0-7-10
Max Horz 2=-432(LC 10)
Max Uplift 11=-790(LC 12),2=-790(LC 12)
Max Grav 11=1850(LC 18),2=1850(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3183/1525,3-5=-2951/1447,5-6=-2032/1206,6-7=-1764/1140,7-8=-2032/1206,
8-1 0=-2952/1447,10-11=-3183/1525
BOT CHORD 2-18=-1210/3068,16-18=-878/2462,15-16=-543/1907,13-15=-890/2188,
11-13=-1222/2745
WEBS 8-15=-899/559,8-13=-193/790,10-13=-386/376,6-16=-352/741,7-15=-352/741,
5-16=-898/559,5-18=-193/789,3-18=-385/376
NOTES- `t1111111111j
1)Unbalanced roof live loads have been considered for this design. ` �`�U S � I,�
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,� �j
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 18-10-8,Exterior(2E) `�� ••'�G E N S'•. ���
18-10-8 to 21-1-8,Exterior(2R)21-1-8 to 29-7-5,Interior(1)29-7-5 to 41-0-0 zone;cantilever left and right exposed;C-C for members •• V F
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 34869 0
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. cc
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 0, Q Q;••�����
11=790,2=790. �•�•'•. R
'fS;O N A;E 010
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639546
2820806-PSLP-TARBOT B10 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:23 2021 Page 1
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-C6stdKvlOpB4f4pBQ7p_4H_9b?nMrLt8wo oD?yzWWY
-_-0-p 5- - 3 11-5-3 16-10-8 23-1-8 28-6-13 34-0-3 0- 5-11 11-113 5-5-5 40-0-0 11-0-p
5-11-13 1-0-0
Scale=1:74.1
5x6=
6.00 12 5x8—
6 7
3x4 i 3x4
3x6 i
5 8 3x6
4 9
21 n
2x4\\ 20 2x4
19 3 10 22 ao
c� 1 2 11 12 M
aI Iq
ST1.5x8 STP= 18 23 17 24 16 25 15 26 14 27 13 ST1.5x8 STP--
3x6— 3x4= 4x6= 3x8— 3x4— 4x6= 3x4= 3x6—
5-8-8 16-10-8 23-1-8 31-3-8 40-0-0
8-8-8 8-2-0 6-3-0 8-2-0 8-8-8
Plate Offsets(X,Y)-- [6:0-3-0,0-2-0],[7:0-6-0,0-2-8]
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.28 13-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.48 13-15 >983 240
BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.14 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.21 15 >999 240 Weight:220 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins.
BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing.
14-17:2x4 SP No.2 WEBS 1 Row at midpt 7-16
WEBS 2x4 SP No.3
REACTIONS. (size) 11=0-7-10,2=0-7-10
Max Horz 2=-388(LC 10)
Max Uplift 11=-790(LC 12),2=-790(LC 12)
Max Grav 11=1859(LC 18),2=1856(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3252/1592,3-5=-3068/1534,5-6=-2241/1301,6-7=-1987/1243,7-8=-2248/1301,
8-1 0=-3076/1534,10-11=-3259/1592
BOT CHORD 2-18=-1280/3097,16-18=-1028/2635,15-16=-703/2017,13-15=-1040/2350,
11-13=-1292/2813
WEBS 3-18=-286/299,5-18=-146/621,5-16=-761/491,6-16=-269/727,7-15=-283/834,
8-15=-762/491,8-13=-146/621,10-13=-286/299
NOTES- ,,t11111111ll,�
1)Unbalanced roof live loads have been considered for this design. �� \3LIU S CF 1.*..
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,� .........
• �j
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 16-10-8,Exterior(2E) ,�� ••'�GEN S'• �i�
16-10-8 to 23-1-8,Exterior(2R)23-1-8 to 31-7-5,Interior(1)31-7-5 to 41-0-0 zone;cantilever left and right exposed;C-C for members •• F•�•, ��
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 : 34869 0
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. 0•'. �/
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 790 lb uplift at joint 11 and 790 lb uplift O R`Q Q;•'��,��
at joint 2. 0
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639547
2820806-PSLP-TARBOT 1311 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:25 2021 Page 1
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-8V e10xlwQRouOzZXYrSAi3QmoTXJOTQ06Tvluyzvvm
1-0-p 7-10-4 15-2-0 20-0-0 24-10-0 32-1-12 40-0-0
' 00 7-10-4 7-3-12 4-10-0 4-10-0 7-3-12 7-10-4
Scale=1:73.9
5x6=
6.00 12 3x4= 5x6
4 17 5 18 6
5x8 i
5x8
3 7
16 19 in
15 20
n
8
1 2 Iq
o ST1.5x8 STP= 14 13 12 21 22 11 10 9 ST1.5x8 STP= o
4x6= 2x4 I I 4x6= 3x8= 3x8= 4x6= 2x4 11 4x6=
7-10-4 15-2-0 24-10-0 32-1-12 40-0-0
7-10-4 7-3-12 9-8-0 7-3-12 7-10-4
Plate Offsets(X,Y)-- [3:0-4-0,0-3-0],[4:0-3-0,0-2-0],[6:0-3-0,0-2-0],[7:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.39 11-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.65 11-12 >729 240
BCLL 0.0 * Rep Stress Incr YES WB 0.35 Horz(CT) 0.14 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.23 11-12 >999 240 Weight:209 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-2-2 cc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-12,5-12,5-11,7-11
REACTIONS. (size) 8=0-7-10,2=0-7-10
Max Horz 2=345(LC 11)
Max Uplift 8=-691(LC 12),2=-792(LC 12)
Max Grav 8=1753(LC 18),2=1827(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3178/1612,3-4=-2409/1359,4-5=-2122/1316,5-6=-2125/1308,6-7=-2412/1351,
7-8=-3191/1611
BOT CHORD 2-14=-1325/2970,12-14=-1326/2964,11-12=-924/2220,9-11=-1313/2729,
8-9=-1312/2734
WEBS 3-14=0/307,3-12=-852/542,4-12=-304/793,5-12=-299/194,5-11=-297/188,
6-11=-315/793,7-11=-864/550,7-9=0/309
NOTES-
1)Unbalanced roof live loads have been considered for this design. `ItI1111111111�'
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. `%%% X)LIiU$
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 15-2-0,Exterior(2R) ,� ♦♦
15-2-0 to 23-7-13,Interior(1)23-7-13 to 24-10-0,Exterior(2R)24-10-0 to 33-3-13,Interior(1)33-3-13 to 39-8-3 zone;cantilever left `�� .•'�G E N S'•. ♦i♦
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• F ♦�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific N 0 34869
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •c
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 691 lb uplift at joint 8 and 792 lb uplift at <C/
joint 2. ♦♦
♦,��S,O N A'
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639548
2820806-PSLP-TARBOT C1 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:34 2021 Page 1
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-NE01w42xoBaWTm91ZxVZ1 bxl bRVKwMIIS09t6tyzW WN
11-0-Q 6-10-4 13-2-0 20-0-0 26-10-0 , 30-10-6 32-4-3, 36-8-6
h-0- 6-10-4 6-3-12 6-10-0 6-10-0 4-0-6 1-5-13
Scale=1:67.7
5x8=
2x4 5x8=
4 20 21 5 22 6
6.00 12
3x4 i 4x6
3 7
2x4 11
18 23 8 M
c 2
1F i0
0
o 12 11 v O
ST1.5x8 STP= 17 16 15 14 24 13 3x4 5 6 110
3x6= 2x4 11 3x4= 4x6 3xB= 5x8= `�
10 9
2x4 ST1.5x8 STP=
4x6 11
6-10-4 13-2-0 20-0-0 26-10-0 30-10-6 36-8-6
6-10 4 6-3-12 6-10-0 6-10-0 4-0-6 5-10-0
Plate Offsets(X,Y)-- [4:0-6-0,0-2-8],[6:0-6-0,0-2-8],[9:Edge,0-3-8],[13:0-4-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.27 12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.47 10 >934 240
BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.18 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.17 14-16 >999 240 Weight:219 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
10-12:2x4 SP No.3,11-13:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-11
REACTIONS. (size) 2=0-7-10,9=0-3-8
Max Horz 2=-261(LC 10)
Max Uplift 2=-735(LC 12),9=-638(LC 12)
Max Grav 2=1713(LC 17),9=1665(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2990/1466,3-4=-2330/1248,4-5=-2150/1301,5-6=-2150/1301,6-7=-2012/1090,
9-11=-1552/830
BOT CHORD 2-17=-1341/2754,16-17=-1341/2754,14-16=-932/2127,13-14=-760/1734,
12-13=-801/1483,11-12=-815/1429
WEBS 3-17=0/273,3-16=-727/468,4-16=-153/611,4-14=-171/361,5-14=-419/418,
6-14=-376/675,6-13=-9/284,7-13=-51/435,7-11=-1873/1087
NOTES-
dered for this design.
2)Wind:ASCE 7-16;Vu tanced roof live a160mph(3 se o ds have been igust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,�Ljus C ,J*
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 13-2-0,Exterior(2R) ,� •• G E N g'•.
13-2-0 to 21-7-13,Interior(1)21-7-13 to 26-10-0,Exterior(2R)26-10-0 to 35-3-13,Interior(1)35-3-13 to 36-6-10 zone;cantilever left �� •• F •• ��
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 N 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf. ••• ��(/
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ii0.,;� O R`Q Q;* �,,���
2=735,9=638.
ON
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639549
2820806-PSLP-TARBOT C2 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:35 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-sQaQ8Q2ZZVi N5wkU7fOoZpU8RgsNfnJvhguRfJyzW W M
11-0-Q 5-10-4 11-2-0 , 17-0-11 22-11-5 28-10-0 30-10-6 36-8-6
h-0- 5-10-4 5-3-12 5-10-11 5-10-11 5-10-11 2-0-6 5-10-0
Scale=1:67.7
5x6=
3x4= 3x6= 3x4=
5x6
4 21 5 22 23 6 24 7 8
6.00 12
3x4 5-
20 3 5x6
9 c?
19
m 2
1F. 0
0
o 16 25 26 15 27 28 13 12 v �90
ST1.5x8 STP= 18 17 14 3x4 I 3 _
3x6= 2x4 3x8= 4x6= 3x4= 6x8 10 c�
11 10
2x4 ST1.5x8 STP=
3x6 11
5-10-4 11-2-0 20-0-0 28-10-0 30-10-6 36-8-6
5-10-4 5-3-12 8-10-0 8-10-0 2-0-6 5-10-0
Plate Offsets(X,Y)-- [4:0-3-0,0-2-0],[8:0-3-0,0-2-0],[9:Edge,0-1-12]
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 0.92 Vert(LL) -0.27 15-17 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.48 15-17 >904 240
BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(CT) 0.14 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.19 15-17 >999 240 Weight:212 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals.
8-9:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-11-14 cc bracing.
BOT CHORD 2x4 SP No.2*Except* WEBS 1 Row at midpt 7-14
11-13:2x4 SP No.3,14-16:2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,10=0-3-8
Max Horz 2=-218(LC 10)
Max Uplift 2=-735(LC 12),10=-638(LC 12)
Max Grav 2=1701(LC 17),10=1652(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2997/1468,3-4=-2494/1287,4-5=-2221/1229,5-7=-2515/1371,7-8=-1811/1028,
8-9=-2047/1028,10-12=-1546/818,9-12=-1477/816
BOT CHORD 2-18=-1351/2732,17-18=-1351/2732,15-17=-1208/2563,14-15=-1150/2383
WEBS 3-17=-544/392,4-17=-305/817,5-17=-565/317,7-15=-55/402,7-14=-897/491,
8-14=-100/611,9-14=-686/1682
NOTES- `t1111111111j
1)Unbalanced roof live loads have been considered for this design. ���X `�U
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 11-2-0,Exterior(2R) `�� •• G ENS* mop
11-2-0 to 19-7-13,Interior(1)19-7-13 to 28-10-0,Exterior(2E)28-10-0 to 36-6-10 zone;cantilever left and right exposed;C-C for •• F ��
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 o No 34869
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •c
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) o, Q Q;••�����
2=735,10=638. •'•. R
A;
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639550
2820806-PSLP-TARBOT C3 Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:36 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-Kc8oLm3BKpgEi4JhgMX160OK9ECEOCb2wKe_BlyzW W L
11-0-Q 4-10-4 9-2-0 16-5 4 23-6-12 30-10-0 36-8-6
h-0- 4-10 4 4-3-12 7-3 4 7-1-8 7-3-4 5-10-6
Scale=1:67.7
5x6=
3x4= 3x6= 3x4= 5x8—
6.00 12 4 20 5 21 6 22 23 7 24 8
2x4
319 4x6
9
M
218 0
1 0
o 16 13 12 v o
2
ST1.5x8 STP= 17 15 14 4x4= _
_ _ o
3x6— 3x8— 4x6 3x4— 5x6
11 10
2x4 ST1.5x8 STP=
3x6 11
9-2-0 16-5-4 23-6-12 30-10-0 30- 0-6 36-8-6
9-2-0 7-3-4 7-1-8 7-3-4 0- -6 5-10-0
Plate Offsets(X,Y)-- [4:0-3-0,0-2-0],[8:0-6-0,0-2-8],[13:0-1-8,0-2-0],[14:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.20 14-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.39 14-15 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.16 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.27 14-15 >999 240 Weight:209 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing.
11-13:2x6 SP No.2 WEBS 1 Row at midpt 5-17
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,10=0-3-8
Max Horz 2=-175(LC 10)
Max Uplift 2=-735(LC 12),10=-642(LC 12)
Max Grav 2=1412(LC 1),10=1333(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2464/1477,3-4=-2255/1333,4-5=-1991/1259,5-7=-2643/1654,7-8=-2468/1546,
8-9=-1673/983,10-12=-1279/797,9-12=-1278/791
BOT CHORD 2-17=-1358/2138,15-17=-1461/2643,14-15=-1386/2468,13-14=-784/1427
WEBS 3-17=-271/311,4-17=-299/685,8-13=-286/287,8-14=-714/1280,5-17=-862/471,
7-14=-541/459,9-13=-759/1424
NOTES-
1)Unbalanced roof live loads have been considered for this design. ,tt%111 t 1111111'
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �UU
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-2-0,Exterior(2R)9-2-0 ♦♦♦ ,` �j,
to 17-7-13,Interior(1)17-7-13 to 30-10-0,Exterior(2E)30-10-0 to 36-6-10 zone;cantilever left and right exposed;C-C for members ,♦ G•E•N S i�
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• F•�•, ��
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 34869 �
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. ;it/ -.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 0••, �(/1%**
2=735,10=642. OR Q P,:N�,♦•
,ON A'
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639551
2820806-PSLP-TARBOT C4 HALF HIP 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:37 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-opiAZ64p56y5KEutE43GfEZX5eW h7jJC8_NXjByzW W K
r1-1-01 7-1-0 12-6-14 16-9-6 20-11-14 26-6-10 32-1-6
1-1-0 7-1-0 5-5-14 4-2-8 4-2-8 5-6-12 5-6-12
Scale=1:59.2
5x8=
2x4 11 3x4— 3x6= 2x4 11 5x8= 2x4 11
6.00 12 3 4 19 20 5 6 7 218 22 9
18
4x6 i
2
1
14 13
7x10= 7x10— 09
N
17 16 15 12 11 10
ST1.5x8 STP= 5x8= 2x4 11 2x4 11 3x4= ST1.5x8 STP=
3x6 11 6x8=
7-1-0 12-6-14 20-11-14 26-6-10 32-1-6
7-1-6 5-5-14 8-5-0 5-6-12 5-6-12
Plate Offsets(X,Y)-- [2:0-1-8,0-2-0],[3:0-6-0,0-2-8],[13:0-4-4,Edge],[14:0-4-4,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 0.65 Vert(LL) -0.26 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.57 13-14 >669 240
BCLL 0.0 * Rep Stress Incr YES WB 0.75 Horz(CT) 0.16 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.24 13-14 >999 240 Weight:214 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
4-15,7-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 8-10
2-17:2x6 SP No.2
REACTIONS. (size) 10=0-3-8,17=0-6-10
Max Horz 17=335(LC 12)
Max Uplift 10=-586(LC 12),17=-628(LC 12)
Max Grav 10=1173(LC 1),17=1247(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1381/791,3-4=-2442/1560,4-5=-2462/1559,5-7=-2343/1355,7-8=-2319/1354,
2-17=-1180/845
BOT CHORD 16-17=-457/274,4-14=-268/289,13-14=-1580/2533,7-13=-255/222,10-11=-563/974
WEBS 3-16=-620/498,14-16=-797/1204,3-14=-949/1579,5-13=-249/293,11-13=-572/1023,
8-13=-969/1621,8-11=-233/267,8-1 0=-1 390/802,2-16=-454/1081
NOTES- ``��►IIIIIIIIII
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ,��� v`�US
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-1-0 to 4-11-0,Interior(1)4-11-0 to 7-1-0,Exterior(2R) `� J
7-1-0 to 15-6-13,Interior(1)15-6-13 to 31-11-10 zone;cantilever left and right exposed;end vertical left exposed;C-C for members ,�� .••�G E N,9••. 'ice
and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� •• F ••. ��
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific 34869 -0
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.
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. �C/
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O••,
10=586,17=628. Ze�
��,� N A�Eo
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639552
2820806-PSLP-TARBOT C5 HALF HIP 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:38 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-G?GYmS5RsQ4yyOS3onaVBR6kg2vks7ZLNe75FeyzW WJ
r1-1-01 5-1-0 12-6-14 16-9-6 20-11-14 26-6-10 32-1-6
1-1-0 5-1-0 7-5-14 4-2-8 4-2-8 5-6-12 5-6-12
Scale=1:59.2
4x12=
6.00 12 2x4 11 3x4— 3x6= 2x4 11 3x8= 3x6=
3 4 18 19 5 6 7 208 21 9
1011
3x8
2
1
14 13
7x10= 7x10— 0o
N
17 16 15 12 11 10
ST1.5x8 STP= 5x8= 2x4 I I 2x4 11 5x8= ST1.5x8 STP=
3x6 11 3x6 11
5-1-0 12-6-14 20-11-14 26-6-10 32-1-6
5-1-0 7-5-14 8-5-0 5-6-12 5-6-12
Plate Offsets(X,Y)-- [3:0-9-0,0-2-0],[8:0-3-8,0-1-8],[13:0-3-8,Edge],[14:0-3-8,0-3-4]
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 0.52 Vert(LL) -0.29 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.68 13-14 >564 240
BCLL 0.0 * Rep Stress Incr YES WB 0.94 Horz(CT) 0.23 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.39 13-14 >972 240 Weight:205 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins,
3-6:2x4 SP M 31 except end verticals.
BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
4-15,7-12:2x4 SP No.3,13-14:2x4 SP No.1 4-3-12 oc bracing:13-14.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-14
2-17:2x6 SP No.2
REACTIONS. (size) 10=0-3-8,17=0-6-10
Max Horz 17=281(LC 12)
Max Uplift 10=-578(LC 12),17=-637(LC 12)
Max Grav 10=1173(LC 1),17=1247(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1276/751,3-4=-3385/2103,4-5=-3417/2085,5-7=-3227/1809,7-8=-3172/1797,
8-9=-1182/665,9-10=-1124/698,2-17=-1209/846
BOT CHORD 16-17=-310/173,4-14=-358/378,13-14=-2079/3476,7-13=-260/231
WEBS 3-16=-604/498,14-16=-724/1054,3-14=-1463/2460,5-13=-292/316,11-13=-668/1214,
8-13=-1276/2214,8-11=-1302/863,9-11=-862/1537,2-16=-565/1147
`�I111111/III
N Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. Jv�jus LFF������
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-1-0 to 5-1-0,Exterior(2R)5-1-0 to 13-6-13,Interior(1) ,� .••�G E N S+••. ��
13-6-13 to 31-11-10 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for �� •• F
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 34869
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.
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. •�C/,�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) '��• O R`Q Q;••��,�
10=578,17=637. Sl
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639553
2820806-PSLP-TARBOT C6 HALF HIP GIRDER 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:40 2021 Page 1
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-COOJB86i01 KfBhcSvCczGsB?Qrh8K1 KerycCKWyzW WH
r1-1-0, 10-1-14 17-4-7 24-7-1 32-1-6
1-1-0 10-1-14 7-2-9 7-2-9 7-6-6
Scale=1:58.1
NAILED NAILED NAILED NAILED NAILED NAILED
6.00 12 6x8— 6x8= 2x4 11 4x6= 6x8= 6x8=
NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED
NAILED 3 17 18 19 4 20 21 22 235 24 6 25 26 27 7 28 29 30 31 8
5x8 116 Qll U U U U U U EE U U U U U
2
1
15 32 14 33 34 35 13 36 12 37 11 38 39 40 41 10 42 43 44 9
ST1.5x8 STP= 4x6 NAILED NAILED 5x8 NAILED 7x10 WB—NAILED 5x8= NAILED NAILED 7x10= NAILED ST1.5x8 STP=
3x6 II NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x12 II
10-1-14 17-4-7 24-7-1 32-1-6
10-1-14 7-2-9 7-2-9 7-6-6
Plate Offsets(X,Y)-- [3:0-4-0,0-1-15],[4:0-3-8,0-3-0],[7:0-3-8,0-3-0],[10:0-5-0,0-4-8],[13:0-3-8,0-2-8],[15:0-4-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.28 11-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.53 11-13 >719 240
BCLL 0.0 * Rep Stress Incr NO WB 0.92 Horz(CT) 0.06 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.42 11-13 >907 240 Weight:231 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins,
1-3:2x4 SP No.2 except end verticals.
BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing.
9-10:2x6 SP No.2 WEBS 1 Row at midpt 8-10,3-13
WEBS 2x4 SP No.3*Except*
8-9,2-15:2x6 SP No.2,8-10,3-13,7-11,4-11:2x4 SP No.1
OTHERS 2x4 SP No.3
REACTIONS. (size) 9=0-3-8,15=0-6-10
Max Horz 15=220(LC 8)
Max Uplift 9=-1477(LC 8),15=-1447(LC 8)
Max Grav 9=2700(LC 29),15=2661(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2263/1188,3-4=-5356/2847,4-5=-6081/3196,5-7=-6081/3196,7-8=-4434/2322,
8-9=-2539/1518,2-15=-2626/1383
BOT CHORD 13-14=-1134/2073,11-13=-2845/5355,10-11=-2322/4434
WEBS 3-14=-1116/719,2-14=-1179/2461,8-10=-2499/4773,3-13=-1910/3688,7-1 0=-1 673/1257,
4-13=-1280/1026,7-11=-970/1828,4-11=-435/829,5-11=-793/739 `�I111111/III
NOTES- ,�`us LF���I�I
1)Unbalanced roof live loads have been considered for this design. ,�� •••�G ENS+••. �i�
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. �� •• F
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 N 0 34869
plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
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 • 4%
will fit between the bottom chord and any other members. '�••• Q;••
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) `, ••'•. R
9=1477,15=1447.
8)"NAILED"indicates 3-10d(0.148"xY)or 3-12d(0.148"x3.25)toe-nails per NDS guidlines. ,I��//1111111��`
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
Julius Lee PE No.34869
LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639553
2820806-PSLP-TARBOT C6 HALF HIP GIRDER 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:40 2021 Page 2
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-COOJB86iOl KfBhcSvCczGsB?Qrh8K1 KerycCKWyzW WH
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-2=-54,2-3=-54,3-8=-54,9-15=-20
Concentrated Loads(lb)
Vert:8=-141(B)12=-59(B)13=-59(B)4=-112(B)16=-18(B)17=-112(B)18=-112(B)19=-112(B)20=-112(B)21=-112(B)22=-112(B)24=-112(B)25=-112(B)
26=-1 12(B)27=-1 12(B)28=-1 12(B)29=-1 12(B)31=-1 12(B)32=-174(B)33=-59(B)34=-59(B)35=-59(B)36=-59(B)37=-59(B)38=-59(B)39=-59(B)40=-59(B)
41=-59(B)42=-59(B)43=-59(B)44=-59(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS11TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639554
2820806-PSLP-TARBOT CA Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:41 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-gaxhOU7K9LSWprBeTv7Dp4jL5F6A3ixn3cLlszyzW WG
-1-0-0 1-0-0
1-0-0 1-0-0
Scale=1:7.0
3
6.00 12
2
O
O
W
6
O
1
Qo 4
Qo
2x4=
ST1.5x8 STP=
1-0-0
1-0-0
Plate Offsets(X,Y)-- [2:0-1-4,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 0.14 Vert(LL) -0.00 2 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:5 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=0-7-10,4=Mechanical
Max Horz 2=66(LC 12)
Max Uplift 3=-8(LC 1),2=-141(LC 12)
Max Grav 3=25(LC 12),2=128(LC 17),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=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) �
2=141. 1:' E No
34869
=-p: :cc
fill
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639555
2820806-PSLP-TARBOT CJ3 Corner Jack 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:41 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-gaxhOU7K9LSWprBeTv7Dp4jK8F563ixn3cLlszyzW WG
1-0-0 3-0-0
1-0-0 3-0-0
Scale:1"=1'
3
6.00 12
M
O
00
N
2
1
4
3x4
ST1.5x8 STP=
3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:Edge,0-0-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 2-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:11 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=0-7-10,4=Mechanical
Max Horz 2=119(LC 12)
Max Uplift 3=-55(LC 12),2=-148(LC 12)
Max Grav 3=71(LC 17),2=191(LC 17),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=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit d any other
5)Refer between
r ogirder(s)forottom tru s toord tru trussconnections.members. �\1'v S ���'',,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb)
2=148. o
�� G'E'N S• ��i
34869
•
= yt =
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639556
2820806-PSLP-TARBOT D1 Common Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:42 2021 Page 1
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-8mV3cg8ywfaNR?mrl deSMHGXDfSYo8yxIG510PyzW W F
1-0-0 9-10-0 19-8-0 20-8-0
1-0-0 9-10-0 9-10-0
4x4= Scale=1:38.4
7
6 8
6.00 F12
5 9
23 24
4 10
3 11
2 F1 12
13 Io
3x4= 22 21 20 19 18 17 16 15 14 3x4=
5x6=
19-8-0
19-8-0
Plate Offsets(X,Y)-- [17:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 13 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 13 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:99 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 10-0-0 cc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 19-8-0.
(lb)- Max Horz 2=235(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)19,20,22,17,16,14 except 2=-103(LC 12),21=-104(LC 12),
15=-104(LC 12),12=-103(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2,18,19,20,21,22,17,16,15,14,12
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 6-7=-102/332,7-8=-102/332
WEBS 4-21=-1 37/267,10-15=-136/267
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=2ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-0-0 to 5-0-0,Exterior(2N)5-0-0 to 9-10-0,Corner(3R)
9-10-0 to 15-10-0,Exterior(21N)15-10-0 to 20-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ``II1111111///�
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`��
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry %%
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ♦�� ••'�(,E N S•• �i�
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific : •• F•�•• �.0
to the use of this truss component. 34869
5)All plates are 2x4 MT20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 cc.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'fl c
9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 ,�44/:
will fit between the bottom chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19,20,22,17, �i ••�� Q Q;•���♦♦♦
16,14 except(jt=lb)2=103,21=104,15=104,12=103. s•' 0 R G`�,,�
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. I'll"
48111111111�`
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
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 ANSLITPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639557
2820806-PSLP-TARBOT D2 Common 5 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:43 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-dz3Rp99ahyiE29L1 bKAhuVpZD3bSXY54XwgsxryzW W E
1-0-0 5-8-4 8-2-3 8-�-8 9-10-0 , 11-5-811113 13-11-12 19-8-0 20-8-0
1-0-0 5-8-4 2-5-15 0- -5 1-7-8 0- -5 2-5-15 5-84 1-0-0
Scale=1:35.6
3x6=
5
3x4= 3x4=
4 6
6.00 12 2x4 2x4
3 7
14 15
13 16
2 8
1 9 Io
e 12 11 10 e e
ST1.5x8 STP= 2x4 5x6— 2x4 I I ST1.5x8 STP=
3x8 3x8
5-8-4 13-11-12 19-8-0
5-84 8-3-8 5-8 4
Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[5:0-3-0,Edge],[8:0-2-10,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.32 10-12 >720 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.51 10-12 >449 240
BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(CT) 0.02 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.19 10-12 >999 240 Weight:95 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins.
BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
8-11:2x6 SP No.2
WEBS 2x4 SP No.2
REACTIONS. (size) 2=0-7-10,8=0-7-10
Max Horz 2=235(LC 11)
Max Uplift 2=-382(LC 12),8=-382(LC 12)
Max Grav 2=1093(LC 18),8=1093(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1753/674,3-4=-13701717,4-5=-151/662,5-6=-154/673,6-7=-1358/713,
7-8=-1735/669
BOT CHORD 2-12=-399/1464,10-12=-399/1464,8-10=-399/1464
WEBS 4-6=-2128/959,7-10=0/602,3-12=0/609
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-10-0,Exterior(2R) vLrrlJg LF
9-10-0 to 15-10-0,Interior(1)15-10-0 to 20-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for `% F
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,�� .••�G E N S•• �%
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •• F•••. 10
to the use of this truss component. 34869
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-6
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-12 �(/ft
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O••,eil�
2=382,8=382. �i'� P'
9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. ��j� �•••�����
, � Eo
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639558
2820806-PSLP-TARBOT D3 Common 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:44 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-59dpl V9CSGg5gJwD82hwRiLk?TxmG?LDlaaPTIyzW W D
1-0-0 5-8-4 8-2-3 8--8 9-10-0 11-5-811-5-13 13-11-12 19-7-0
1-0-0 5-8-4 2-5-15 0- 1-7-8 0- -5 2-5-15 5-7-4
Scale=1:35.0
3x6=
5
3x4= 3x4=
4 6
6.00 12 2x4 II 14 2x4 II
3 7
13
12 15
8
2 _
R 1 Lfl
Ia
0
Fe g 11 10 9 e e
ST1.5x8 STP= 2x4 11 5x6— 2x4 11 ST1.5x8 STP=
3x8 3x8
5-8-4 13-11-12 19-7-0
5-8-4 8-3-8 5-7-4
Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[5:0-3-0,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 0.67 Vert(LL) -0.32 9-11 >721 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.51 9-11 >450 240
BCLL 0.0 * Rep Stress Incr YES WB 0.28 Horz(CT) 0.02 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.19 9-11 >999 240 Weight:93 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins.
BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing.
8-10:2x6 SP No.2
WEBS 2x4 SP No.2
REACTIONS. (size) 8=0-6-10,2=0-7-10
Max Horz 2=227(LC 11)
Max Uplift 8=-281(LC 12),2=-386(LC 12)
Max Grav 8=1017(LC 19),2=1092(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1755/683,3-4=-13721725,4-5=-169/659,5-6=-159/674,6-7=-1355/738,
7-8=-1735/696
BOT CHORD 2-11=-475/1449,9-11=-475/1449,8-9=-475/1449
WEBS 4-6=-2131/1002,7-9=0/606,3-11=0/609
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
WFRS
9-0-O to 15-10-0,Clntenor(1)n15-10 O to119 t3-111zone;cantilever left andright expos d IC-Clforlmembers and forces&rMW R)S for ,���,��'�U S CF�,,,j�i
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,� .• �,E N& • i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� •• F•�••
to the use of this truss component. No 34869
4)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)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-6
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-11
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=281,2=386. '�•'• Q Q;•'��,�
9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. �Sl' •0
O N A; �00%
%
8111111111111110
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639559
2820806-PSLP-TARBOT D4 Common 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:45 2021 Page 1
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-ZLBCErAgDayylSVPiIC9zwuv4sHX?SgN_EJz?kyzW WC
-1-0-0 5-8-4 8-2-3 8--8 9-10-0 11-5-8 11--13 13-11-12 19-2-6
1-0-0 5-8-0 2-5-15 0--5 1-7-8 1-7-8 0--5 2-5-15 5-2-10
3x6= Scale=1:36.8
5
3x4= 3x4=
4 6
6.00 F12 14
2x4 2x4
3 7
13
12 15
8
2 I9
1 0
e e
e 11 10 9
ST1.5x8 STP= 2x4 5x6— 2x4 11 ST1.5x8 STP=
3x8 i 4x6
5-8-4 13-11-12 19-2-6
5-8-4 8-3-8 5-2-10
Plate Offsets(X,Y)-- [2:0-2-10,0-1-8],[5:0-3-0,Edge],[8:0-1-0,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.30 9-11 >744 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.48 9-11 >466 240
BCLL 0.0 * Rep Stress Incr YES WB 0.26 Horz(CT) 0.02 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.18 9-11 >999 240 Weight:92 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-2-11 cc purlins.
BOT CHORD 2x6 SP M 26*Except* BOT CHORD Rigid ceiling directly applied or 9-11-12 cc bracing.
8-10:2x6 SP No.2
WEBS 2x4 SP No.2
REACTIONS. (size) 8=0-3-8,2=0-7-10
Max Horz 2=227(LC 11)
Max Uplift 8=-275(LC 12),2=-382(LC 12)
Max Grav 8=1010(LC 19),2=1080(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1707/672,3-4=-13351719,4-5=-155/632,5-6=-145/639,6-7=-1324/733,
7-8=-1716/694
BOT CHORD 2-11=-465/1414,9-11=-465/1414,8-9=-465/1414
WEBS 4-6=-2052/980,7-9=0/625,3-11=0/588
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat. ``iI111 II I11111 '
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 9-10-0,Exterior(2R) `,%% US �F I,�
9-10-0 to 15-10-0,Interior(1)15-10-0 to 19-0-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�� .• �,E Ns'• �i�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• F•••• �.0
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)Ceiling dead load(5.0 psf)on member(s).3-4,6-7,4-6 •c
7)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.9-11 41
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) <C/
8=275,2=382. O 'R.
Q •�N����
9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. •�•••. •R`
40,��S;O
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639560
2820806-PSLP-TARBOT D5 Common 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:45 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-ZLBCErAgDayylSVPiIC9zwuypsNC?RON_EJz?kyzW WC
1-0-0 5-2-4 9-10-0 12-7-2
1-0-0 5-2-4 4-7-12
5x6= Scale=1:34.4
4
2x4
5
6.00 12
2x4\\
3
8 0
6
c+>
2
e s 7 s
ST1.5x8 STP= 3x4= 6
3x6= ST1.5x8 STP=
6x8=
6-5-1 12-7-2
6-5-1 6-2-1
Plate Offsets(X,Y)-- [2:0-2-12,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.03 6-7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.07 6-7 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(CT) -0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.03 2-7 >999 240 Weight:67 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 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-7-13 cc bracing.
REACTIONS. (size) 2=0-7-10,6=0-5-8
Max Horz 2=233(LC 12)
Max Uplift 2=-287(LC 12),6=-237(LC 12)
Max Grav 2=542(LC 17),6=446(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-665/587,3-4=-562/612
BOT CHORD 2-7=-771/630
WEBS 3-7=-307/534,4-7=-504/509,4-6=-420/522
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-1-7,Interior(1)5-1-7 to 9-10-0,Exterior(2E)
9-10-0 to 12-5-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber ``jI11111/1///.
DOL=1.60 plate grip DOL=1.60 ,��� \ JUS
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. ,�� .••�(,E N S•• �i�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : •• F•••• ��
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 34869
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=287,6=237.
•cam
441-%%
///1111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639561
2820806-PSLP-TARBOT D6 Half Hip 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:46 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-1 XIaRBBT_t4pvc4cGTjOW7R6AGg8kyU WDt3WXAyzW W B
1-0-0 6-9-10 10-0-0 12-7-2
1-0-0 6-9-10
5x8— 2x4 11 Scale=1:36.4
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 4 5
LOADS IMPOSED BY SUPPORTS(BEARINGS).
Li
5x6
6.00 12
3 °'
Y
M
12
6
2x4= 7 3x4—
11 3x4= d
1 2 N
s e e 10 ST1.5x8 STP—
a c
ST1.5x8 STP= 9
3x6= ST1.5x8 STP—
3x6 11
6-9-10 10-0-0 12-7-2
6-9-10 3-2-6 2-7-2
Plate Offsets(X,Y)-- [2:0-6-0,0-0-6],[4:0-6-0,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.05 2-9 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.11 2-9 >675 240
BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) -0.01 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.06 2-9 >999 240 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* except end verticals.
3-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,9=0-3-8,10=0-3-8
Max Horz 2=309(LC 12)
Max Uplift 2=-95(LC 12),9=-346(LC 12),10=-83(LC 12)
Max Grav 2=287(LC 1),9=580(LC 17),10=186(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-354/125
BOT CHORD 8-9=-500/675,3-8=-470/694
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 10-0-0,Exterior(2E)
10-0-0 to 12-5-6 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,,�� J`fIV S `F
to the use of this truss component. ,� •••. �j
3)Provide adequate drainage to prevent water ponding. �` .•'�G E N S••. �i�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� F ••. �do
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 nJ 34869
will fit between the bottom chord and any other members.
6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10 except
(jt=lb)9=346.
do
ONA
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639562
2820806-PSLP-TARBOT EA Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:47 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-VkJyfXC51BCgXmeogAEd3LzNbg95TPQgSXo34cyzW WA
1-0-0 2-0-0
1-0-0 2-0-0
Scale=1:9.6
3
6.00 12
M
W
2
O
1
Q° 4
2x4=
ST1.5x8 STP=
2-0-0
2-0-0
Plate Offsets(X,Y)-- [2:0-1-4,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 0.14 Vert(LL) -0.00 2 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 2-4 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:8 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=93(LC 12)
Max Uplift 3=-33(LC 9),2=-124(LC 12)
Max Grav 3=49(LC 17),2=149(LC 17),4=38(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Qt=lb) �
2=124. 1:' E N
34869
=-p: :cc
fillRiln�����
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639563
2820806-PSLP-TARBOT EJ5 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:47 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-VkJyD(C51BCgXmeogAEd3LzF5g5cTPQgSXo34cyzW WA
1-0-0 5-0-0
1-0-0 5-0-0
Scale=1:17.0
3
6.00 12
m
0
N
N
2
1
4
3x4=
ST1.5x8 STP=
5-0-0
5-0-0
Plate Offsets(X,Y)-- [2:0-4-4,0-0-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.03 2-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 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=0-7-10,4=Mechanical
Max Horz 2=172(LC 12)
Max Uplift 3=-125(LC 12),2=-158(LC 12)
Max Grav 3=146(LC 17),2=261(LC 17),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=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. ,,�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) J`�V S�� •• �j
3=125,2=158. `,,�� ��G E N S�.• ���,
N 34869 '
0 O
I �
"If N AL�00��
#nll
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639564
2820806-PSLP-TARBOT EJ7 Jack-Open 21 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:48 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-zwtKstDj W KX9wD_NtlsbYW Nz4KyCsgpgBYdc3yzW W9
1-0-0 7-2-0
1-0-0 7-2-0
3 Scale=1:25.3
6.00 12 5
M
6 A
A
2
1
d°
d° d•
3x8= 4
ST1.5x8 STP=
7-2-0
7-2-0
Plate Offsets(X,Y)-- [2:0-8-0,0-0-101
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) -0.09 2-4 >913 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.20 2-4 >406 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.17 2-4 >467 240 Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 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 9-6-6 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=230(LC 12)
Max Uplift 3=-169(LC 12),2=-176(LC 12)
Max Grav 3=206(LC 17),2=342(LC 17),4=124(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 7-1-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. ,,% v`IU S
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) `% •
3=169,2=176. �, ••�\G E N S+<C•• '��i
i
34869
O NA
1111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639565
2820806-PSLP-TARBOT EJ71 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:49 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-R6Qi4DDLGoTOm4oBxbG58m3YjUgBxJwzvrHA8VyzW W8
1-0-0 7-0-0 7T210
1-0-0 7-0-0 0-2-0
3 Scale=1:24.8
6.00 12 5
a�
� o
M
2
1
E d•
3x8= 4
ST1.5x8 STP=
3-8-8 7-2-0
3-8-8 3-5-8
Plate Offsets(X,Y)-- [2:0-8-0,0-0-101
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) -0.09 2-4 >913 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.20 2-4 >406 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.17 2-4 >467 240 Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 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 9-6-6 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-7-10,4=Mechanical
Max Horz 2=230(LC 12)
Max Uplift 3=-169(LC 12),2=-176(LC 12)
Max Grav 3=206(LC 17),2=342(LC 17),4=124(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 7-1-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit d any other
5)Refer between
r ogirder(s)forottom tru s toord tru truss members.
connections.
ons ` �\1'v
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �� �j
3=169,2=176. G•E•N �i
34869
•
= yt =
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639566
2820806-PSLP-TARBOT EJ72 Jack-Open Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:49 2021 Page 1
ID:jaBRHlb5FD3vybMkvo9_isyc8PS-R6Qi4DDLGoTOm4oBxbG58m3e5UkMxldzvrHA8VyzW W8
1-0-0 5-0-0 7-2-0
1-0-0 5-0-0 2-2-0
Scale=1:21.5
Special
4x6=
3 4
6.00 12
M
O
C6 N
N
2
1 � � 6
6 6
ST1.5x8 STP= 2x4 11 5
3x4= Special
5-0-0 7-2-0
5-0-0 2-2-0
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 0.46 Vert(LL) -0.16 2-6 >499 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.32 2-6 >255 240
BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(CT) 0.14 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.26 2-6 >312 240 Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=175(LC 8)
Max Uplift 4=-80(LC 5),2=-243(LC 8),5=-147(LC 8)
Max Grav 4=129(LC 18),2=416(LC 29),5=290(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-6=-239/279
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,``i,1111111/1,�,
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 ,`� �L�U S
will fit between the bottom chord and any other members. �� � • ��j
7)Refer to girder(s)for truss to truss connections. ,�� .••�(,E N S••. �i�
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb) : •• F �.0
2=243,5=147. 34869 0
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)328 lb down and 336 lb up at
5-0-0 on top chord,and 114 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). cc
LOAD CASE(S) Standard <C/
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 .0i •• Q;•• ��
Uniform Loads(plf) < 0 R\Q•`�\��,
Vert:1-3=-54,3-4=-54,2-5=-20 St9/O •�`,���
Concentrated Loads(lb) 41 ON A'1�"'k
Vert:3=-137(F)6=-70(F)
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639567
2820806-PSLP-TARBOT EJ73 Jack-Open 7 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:50 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-vJ_5HZEzl6bFOEN NVIoKgzbl?t2xgmA68V 1jhxyzW W7
1-0-0 2-8-14 7-2-0
1-0-0 2-8-14 4-5-2
4 Scale=1:25.3
6.00 12 7
M
op
N
ap
V]
3 A
5x8 i
2 x4 M
Lj
d°
d° d 6
3x8= 2x4
ST1.5x8 STP=
2-8-14 7-2-0
2-8-14 4-5-2
Plate Offsets(X,Y)-- [2:0-8-0,0-0-101,[3:0-0-4,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.08 3 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.14 3 >564 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.12 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-R Wind(LL) 0.21 3 >394 240 Weight:30 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins.
BOT CHORD 2x4 SP No.2*Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing.
3-6:2x4 SP No.3,3-5:2x6 SP No.2
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=230(LC 12)
Max Uplift 4=-115(LC 12),2=-176(LC 12),5=-44(LC 12)
Max Grav 4=143(LC 17),2=342(LC 17),5=147(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=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 7-1-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ``i,1111111/1,�
will fit between the bottom chord and any other members. `�% �L�U S LF .,, �
5)Refer to girder(s)for truss to truss connections. �� �
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) .••�(,E N S••. �i�
4=115,2=176. : F �.0
34869
=-U: •cc
sS�oNA�E�;•``•
/111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639568
2820806-PSLP-TARBOT EJ74 Jack-Open 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:51 2021 Page 1
ID:jaBRHIb5FD3vybMkvo9_isyc8PS-OVYTVuFboQj6ONyZ30JZDB8yoHLU PCDFM9mH DOyzW W6
1-0-0 5-5-4
1-0-0 5-5-4 1-8-12
4 Scale=1:25.3
M
6.00 12 9
3
ao
6 LJ �
m
2 4 II
0
0
N
2
1
d°
Q• B. 8 7
3x6= 2x4 11 2x4 11
ST1.5x8 STP=
5-5-4 7-2-0
5-5-4 1-8-12
Plate Offsets(X,Y)-- [2:0-6-0,0-0-6],[3:0-2-0,0-1-12]
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 0.63 Vert(LL) -0.11 8 >768 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.23 2-8 >360 240
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.16 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.28 2-8 >290 240 Weight:34 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 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=230(LC 12)
Max Uplift 4=-93(LC 12),2=-169(LC 12),5=-46(LC 12)
Max Grav 4=138(LC 17),2=356(LC 17),5=200(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-283/97
WEBS 3-8=-111/259
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 7-1-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. ,t,111 t 111//,�'
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �UU
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. ,�� .•• G•E•N S• �i�
5)Refer to girder(s)for truss to truss connections. •• F ��
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except Qt=lb) 34869 �
2=169.
•
. ;o N AN
�,,��
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639569
2820806-PSLP-TARBOT EJ75 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:51 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-OVYTVuFboQj6ONyZ30JZDB8vzHLyPCRFM9mHDOyzW W6
1-0-0 6-0-0 7-2-0
1-0-0 6-0-0 1-2-0
4x4= Scale=1:23.2
3 4
7
6.00 12
M
O �
M
2
1 . 6 6
6• 1
ST1.5x8 STP= 3x6 11 5
3x8=
6-0-0 7-2-0
6-0-0
Plate Offsets(X,Y)-- [2:0-8-0,0-0-101
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 0.82 Vert(LL) -0.10 2-6 >784 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.23 2-6 >360 240
BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(CT) -0.07 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.27 2-6 >305 240 Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=202(LC 12)
Max Uplift 4=-13(LC 8),2=-190(LC 12),5=-142(LC 12)
Max Grav 4=59(LC 22),2=345(LC 17),5=226(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-6=-198/429
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 6-0-0,Exterior(2E)6-0-0
to 7-1-4 zone;cantilever left and right exposed;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 ,``�I11111
to the use of this truss component. ,,� �L�U S LF I,��j
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� .••��,E N S•• �i�
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 �� •• F••••
will fit between the bottom chord and any other members. No 34869
7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except Qt=lb)
2=190,5=142.
4S/ON A �"0%%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639570
2820806-PSLP-TARBOT EJ76 Half Hip Supported 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:52 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-sh6riEGDZjrzdXXmcjgomOhDuhrS8eLPbpWglgyzW W5
-1-0-0 4-0-0 7-2-0
1-0-0 4-0-0 3-2-0
Scale=1:16.3
3x6= 2x4 2x4
4 5 6
3x6 11
3
6.00 12
2
1
9 8 7
3x4= 2x4 2x4 11 2x4
7-2-0
7-2-0
Plate Offsets(X,Y)-- [2:0-4-4,0-0-4],[4:0-3-0,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 1 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 1 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) -0.00 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 7-2-0.
(lb)- Max Horz 2=148(LC 12)
Max Uplift All uplift 100 lb or less atjoint(s)7,8 except 2=-101(LC 12),9=-127(LC 12)
Max Grav All reactions 250 lb or less at joint(s)7,2,8 except 9=259(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 5-8=-103/262,3-9=-210/501
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=2ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �L�U S CF 1I,�
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ♦♦ ........
• F �j
to the use of this truss component. ,♦♦ .•' GEN
5)Provide adequate drainage to prevent water ponding. •• F•••, ��
6)Gable requires continuous bottom chord bearing. 34869 �
7)Gable studs spaced at 2-0-0 oc. A.
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,8 except
(jt=lb)2=101,9=127. •, �/
11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2. i, O R`Q ��,♦�
',ON A'�8111 ` 1,
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639571
2820806-PSLP-TARBOT EJ77 Jack-Open 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:52 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-sh6riEGDZjrzdXXmcjgomOh8Fhpt8ggPbpWglgyzW W5
-1-0-0 5-5-4
1-0-0 5-5-4 1-8-12
Scale=1:23.1
4-
6.0 0 12 6
3
0
M
4x6 5x12= o
6
N
2 3x4
1 5.00 F,2
ST1.5x8 STP=
5-5-4 7-2-0
5-5-4 1-8-12
Plate Offsets(X,Y)-- [2:0-8-11,0-0-8],[3:0-9-15,0-2-12]
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 0.53 Vert(LL) -0.12 3 >658 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.19 3 >424 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.19 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.33 3 >246 240 Weight:35 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 2x6 SP No.2*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
3-5:2x6 SP M 26
REACTIONS. (size) 4=Mechanical,2=0-7-10,5=Mechanical
Max Horz 2=230(LC 12)
Max Uplift 4=-87(LC 12),2=-203(LC 12),5=-84(LC 12)
Max Grav 4=107(LC 17),2=287(LC 17),5=163(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=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-0-0 to 5-0-0,Interior(1)5-0-0 to 7-1-4 zone;cantilever left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ``i,1111111/11.
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. %,
6)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ,�� •••�(,E N S••. �i�
capacity of bearing surface. : •• F ��
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,5 except Qt=lb) 34869
2=203.
•cam
44/ •
sS�ONA\-0%`•
/III111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639572
2820806-PSLP-TARBOT EJ78 Jack-Open Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:53 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-KugDwaGsK1 zpFh6yARL1 IcDC758Ot7UYgTFOHGyzW W4
1-0-0 6-0-0 7-2-0
1-0-0 6-0-0 1-2-0
Special Scale=1:23.5
4x4—
4 5
M
6.0D F12 Y
3
3x4
7
2x4 11 A
M
4x6 5x12= Special O
0
N
2
1 0 5.00 F12
d•
d° d.
ST1.5x8 STP= "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.
5-5-4 6-0-0 7-2-0
5-5-4 0-6-12 1-2:-
Plate Offsets(X,Y)-- [2:0-8-11,0-0-8],[3:0-9-15,0-2-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.17 3 >484 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.26 3 >311 240
BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(CT) -0.16 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.28 3 >288 240 Weight:35 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 5=Mechanical,2=0-7-10,6=Mechanical
Max Horz 2=201(LC 8)
Max Uplift 5=-30(LC 8),2=-217(LC 8),6=-130(LC 8)
Max Grav 5=39(LC 1),2=294(LC 29),6=226(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. It,1111111111,�'
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. ,� ♦♦j
7)Refer to girder(s)for truss to truss connections. `�� .•'�C,E N S' ♦♦♦
8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� F•••,
capacity of bearing surface. NO 34869
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except Qt=lb)
2=217,6=130.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)178 lb down and 104 lb up at
6-0-0 on top chord,and 20 lb down at 6-0-0 on bottom chord. The design/selection of such connection device(s)is the
jP/
responsibility of others. 44/
11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). k/�
A'LOAD CASE(S) Standard , •••• � O R P C?N��,,
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ♦jss/• �• •�` ���
Uniform Loads(plf) �i,,1ON A�1�����
Vert:1-3=-54,3-4=-54,4-5=-54,3-6=-20
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639573
2820806-PSLP-TARBOT G1 Common 2 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:54 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-o4Eb7wH U5L5gtrh8k8sGrpmPXU KLcZui37?xgiyzW W3
-1-0-0 4-11-0 9-10-0 10-1
1-0-0 4-11-0 4-11-0 1-0-00-0
Scale=1:22.7
4x6=
3
6.00 F12
4
2
5 Io
6° 6°6 3x8=
6° 6• 0 6•
ST1.5x8 STP= 2x4 11 ST1.5x8 STP=
4x4= 5x8 11
4-11-0 9-1-10 9-10-0
4-11-0 4-2-10 0-8-6
Plate Offsets(X,Y)-- [4:0-7-4,0-0-2],[4:0-1-4,1-1-11]
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 0.79 Vert(LL) -0.01 2-6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.03 2-6 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.02 2-6 >999 240 Weight:42 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 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Right:2x8 SP 240OF 2.0E
REACTIONS. (size) 2=0-7-10,4=0-7-10
Max Herz 2=-128(LC 10)
Max Uplift 2=-259(LC 12),4=-259(LC 12)
Max Grav 2=411(LC 1),4=411(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-448/474,3-4=-448/498
BOT CHORD 2-6=-236/359,4-6=-236/359
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �L�U S �F �I�
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �� F �'j
to the use of this truss component. ,�� .•' .G E N g•• �i�
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� •• F••••
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide No 34869
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=259,4=259.
4S/ON A �%0%%
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639574
2820806-PSLP-TARBOT G2 Common 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:55 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-GGo_KG 16seDXU?GKIrNVN 1 JfW ugXL08rHnkUM9yzW W2
-1-0-0 4-11-0 9-10-0 10-1
1-0-0 4-11-0 4-11-0 1-0-00-0
Scale=1:22.7
4x6=
3
6.00 F12
4
2
5 Io
&
o• 6. 6
ST1.5x8 STP= 2x4 11 ST1.5x8 STP=
4x4= 4x4=
4-11-0 9-10-0
4-11-0 4-11-0
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 0.46 Vert(LL) -0.01 2-6 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 2-6 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.02 2-6 >999 240 Weight:38 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 10-0-0 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-7-10,4=0-7-10
Max Horz 2=-128(LC 10)
Max Uplift 2=-259(LC 12),4=-259(LC 12)
Max Grav 2=411(LC 1),4=411(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-448/474,3-4=-448/498
BOT CHORD 2-6=-236/359,4-6=-236/359
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;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. ,`%%J 111111II11
`
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. `�` .•'��,E N S'• �i,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •' F•'•• ��
2=259,4=259. No 3486
9
* :coo
"SJONA;E010
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639575
2820806-PSLP-TARBOT G3 Common Supported Gable 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:55 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-GGo_KG 16seDXU?GKIrNVN 1 Jk_utQLOVrH nkUM9yzW W2
1-0-0 4-11-0 9-10-0 10-10-0
1-0-0 4-11-0 4-11-0 1-0-0
Scale=1:21.9
4x4
4
6.00 12 2x4 II 52x4 II
3
6
2
M
7 Y
10 9 8
2x4 2x4 11 2x4 11 2x4 2x4
9-10-0
9-10-0
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 0.17 Vert(LL) 0.00 6 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 7 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Weight:42 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 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 9-10-0.
(lb)- Max Horz 2=-128(LC 10)
Max Uplift All uplift 100 lb or less atjoint(s)except 2=-139(LC 12),6=-139(LC 12),10=-122(LC 12),8=-122(LC
12)
Max Grav All reactions 250 lb or less at joint(s)2,6,9 except 10=255(LC 17),8=254(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-10=-189/407,5-8=-188/413
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=2ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. `� • �1
5)Gable requires continuous bottom chord bearing. .•'\G E N S+'•
6)Gable studs spaced at 2-0-0 oc. �� •• 1 ..
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1.
34869
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 139 lb uplift at joint 2,139 lb uplift at
joint 6,122 lb uplift at joint 10 and 122 lb uplift at joint 8.
10)Beveled plate or shim required to provide full bearing surface with truss chord at joints)2,6.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639576
2820806-PSLP-TARBOT HJ2 Jack-Open 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:56 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-kTLMYcJkdyL069gXrZukwErrri Er4Uf_W RU2ubyzW W 1
-1-5-0 2-9-3
1-5-0 2-9-3
Scale=1:9.4
3
4.24 F12
71
a
2 0
0
1
Q° 4
3x4=
2-9-3
2-8-13
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 0.42 Vert(LL) -0.00 2-4 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 2-4 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 **** 240 Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 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=0-10-1,4=Mechanical
Max Horz 2=91(LC 12)
Max Uplift 3=-30(LC 9),2=-210(LC 12)
Max Grav 3=39(LC 17),2=217(LC 1),4=47(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit d any other
5)Refer between
r ogirder(s)forottom tru stoord tru truss members.
connections.
J;I'uS����,,,,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 3 and 210 lb uplift at �� •• �j
joint 2. �, ••\DENS' ��i
N 34869
♦00
O•
I �
"If N AL
#nll
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639577
2820806-PSLP-TARBOT HJ5 Diagonal Hip Girder 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:57 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-CfvklyJMOGTFkl PjPGQzTSOzLiTGpxv815DbQ1 yzW WO
1-5-0 7-0-2
1-5-0 7-0-2
Scale=1:17.5
3
NAILED
4.24 12 NAILED
6
71
NAILED
NAILED
5
2
1 4
�= 7 8 4
p= R NAILED NAILED
NAILED NAILED
3x4=
7-0-2
7-0-2
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 0.63 Vert(LL) -0.08 2-4 >971 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.17 2-4 >468 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) -0.08 2-4 >940 240 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.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-11-5,4=Mechanical
Max Horz 2=171(LC 24)
Max Uplift 3=-146(LC 8),2=-264(LC 8)
Max Grav 3=174(LC 28),2=315(LC 1),4=118(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 146 lb uplift at joint 3 and 264 lb uplift at `�I11111 II��
int 2.
7)"NAILED"indicates 3-10d(0.148"xY)or 2-12d(0.148"x3.25)toe-nails per NDS guidlines. ♦,, ,3Ljus C��,j,��i
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ♦ C,E N S••. 5-0
LOAD CASE(S) Standard N 34869
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 * ��
Uniform Loads(plf)
Vert:1-3=-54,2-4=-20
Concentrated Loads(lb) 9
Vert:5=44(F=22,B=22)
i
•
.-j t�
i�F • O R\, G ♦♦
111
N ItItt0
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639578
2820806-PSLP-TARBOT V1 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:58 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-grT6zIK_9Zb6LS_vz_xC?fxDP6tWY09Hzlz9zUyzW W?
3-9-8
3-9-8
Scale=1:12.3
2
2x4 11
6.00 12
1
a
a
0
3
2x4 i 2x4 11
I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 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:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=3-9-0,3=3-9-0
Max Horz 1=81(LC 12)
Max Uplift 1=-33(LC 12),3=-73(LC 12)
Max Grav 1=117(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=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)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 will fit between the bottom designed c hord a d for a lany of errive load finembers.n the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide S�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 33 lb uplift at joint 1 and 73 lb uplift at
joint 3. �� G E N b'
No 34869
yt
IZ
•
,S,O N A�
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639579
2820806-PSLP-TARBOT V2 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:58 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-grT6zl K_9Zb6LS_vz_xC7.fxAP6HYO9Hzlz9zUyzW W?
4-7-0
4-7-0
Scale=1:14.2
2
2x4 11
6.00 F12
oi
v
a
6
3
2x4 i 2x4 II
1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.29 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:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-6-8,3=4-6-8
Max Horz 1=102(LC 12)
Max Uplift 1=-41(LC 12),3=-93(LC 12)
Max Grav 1=148(LC 17),3=166(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-146/279
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)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. ``�t,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 ,,� �U S �F I'0��j
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 1 and 93 lb uplift at `�� �,E N S• �i�
joint 3. F••
No 34869
yt
IZ
•
,S,ONA�E 0%
111111
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
Job Truss Truss Type Qty Ply
T24639580
2820806-PSLP-TARBOT V3 Valley 1 1
Job Reference(optional)
Builders FirstSource(Fort Pierce), Fort Pierce,FL-34945, 8.430 s Jun 2 2021 MiTek Industries,Inc. Sat Jul 10 08:51:59 2021 Page 1
I D:jaBRHlb5FD3vybMkvo9_isyc8PS-921 UAeLdwtjzzcZ6XhSRYtTRCVFbHrPRCPiiVWyzW W_
2-7-0
2-7-0
Scale=1:9.3
2
2x4
6.00 12
oi
v
a
0
3
2x4 i 2x4 II
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.06 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:8 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-6-8,3=2-6-8
Max Horz 1=49(LC 12)
Max Uplift 1=-20(LC 12),3=-44(LC 12)
Max Grav 1=70(LC 17),3=79(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=5.Opsf;h=15ft;B=45ft;L=60ft;eave=7ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)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.
*This truss has been designed for a
5)will fit between the bottomc chord and any other members.live
fn the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,�% —IUS,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 20 lb uplift at joint 1 and 44 lb uplift at `% • ��j
joint 3. �� ........
E N S
34869
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
July 12,2021
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Tampa,FL 36610
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