HomeMy WebLinkAboutapproved TRUSSCUT(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: 77522 - 1408 LONE PINE DR/ KHOUR MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Customer Info: Homecrete Homes, Inc. Project Name: 1408 Lone Pine Model: . Tampa, FL 3361 0-41 1 5
Lot/Block: . Subdivision: .
Address: 1408 Lone Pine, .
City: St lucie County State: FL
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: 160 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 92 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 T23961643 A 5/17/21 15 T23961657 C 5/17/21
2 T23961644 Al 5/17/21 16 T23961658 C1 5/17/21
3 T23961645 A2 5/17/21 17 T23961659 C2 5/17/21
4 T23961646 A3 5/17/21 18 T23961660 C3 5/17/21
5 T23961647 A4 5/17/21 19 T23961661 D 5/17/21
6 T23961648 A5 5/17/21 20 T23961662 D1 5/17/21
7 T23961649 A6 5/17/21 21 T23961663 F 5/17/21
8 T23961650 A7 5/17/21 22 T23961664 F1 5/17/21
9 T23961651 A8 5/17/21 23 T23961665 FGEA 5/17/21
10 T23961652 ATM 5/17/21 24 T23961666 FGEB 5/17/21
11 T23961653 B 5/17/21 25 T23961667 FGEC 5/17/21
12 T23961654 B1 5/17/21 26 T23961668 FLA 5/17/21
13 T23961655 B2 5/17/21 27 T23961669 FLB 5/17/21
14 T23961656 B3 5/17/21 28 T23961670 FLC 5/17/21
This item has been electronically signed and sealed by Reviewed, PE using a Digital Signature.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies
The truss drawing(s)referenced above have been prepared by ������wL1US
MiTek USA,Inc.under my direct supervision based on the parameters ��� ••••�G E
provided by Chambers Truss. �' F•�'•
Truss Design Engineer's Name: Lee, Julius * No 34869 •::
My license renewal date for the state of Florida is February 28,2023. = >fr
IMPORTANT NOTE:The seal on these truss component designs is a certification .-3 STATE OF ::44/.
that the engineer named is licensed in the jurisdiction(s)identified and that the i T'• A` Q ��
designs comply with ANSI/TPI 1. These designs are based upon parameters i�,,�s• O R X �`
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �j� s�' "'�� %
given to TRENCO's customers fi e eferen cerpuect pose only,land wason included is not taken into for ay oluntk's orin the ����,1111 A',,`�%%
purpose Y,
preparation of these designs. MiTek or TRENCO has not independently verified the Julius Lee PE No.34869
applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634
the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date:
May 17,2021
Lee, Julius 1 of 2
�m ID
W1 I
MiTek
MiTek USA, Inc.
RE: 77522 - 1408 LONE PINE DR/ KHOUR 6904 Parke East Blvd.
Tampa, FL 3361 0-41 1 5
Site Information:
Customer Info: Homecrete Homes, Inc. Project Name: 1408 Lone Pine Model: .
Lot/Block: . Subdivision: .
Address: 1408 Lone Pine, .
City: St lucie County State: FL
No. Seal# Truss Name Date No. Seal# Truss Name Date
29 T23961671 FLD 5/17/21 86 T23961728 MV6 5/17/21
30 T23961672 FLE 5/17/21 87 T23961729 N 5/17/21
31 T23961673 FLF 5/17/21 88 T23961730 N1 5/17/21
32 T23961674 FLG 5/17/21 89 T23961731 N2 5/17/21
33 T23961675 FLH 5/17/21 90 T23961732 N3 5/17/21
34 T23961676 G 5/17/21 91 T23961733 N4 5/17/21
35 T23961677 GEH 5/17/21 92 T23961734 V4 5/17/21
36 T23961678 GFA 5/17/21
37 T23961679 GFB 5/17/21
38 T23961680 GFC 5/17/21
39 T23961681 GFD 5/17/21
40 T23961682 GFE 5/17/21
41 T23961683 GFF 5/17/21
42 T23961684 GFG 5/17/21
43 T23961685 GRA 5/17/21
44 T23961686 GRB 5/17/21
45 T23961687 GRC 5/17/21
46 T23961688 GRID 5/17/21
47 T23961689 GRE 5/17/21
48 T23961690 GRF 5/17/21
49 T23961691 GRG 5/17/21
50 T23961692 GRH 5/17/21
51 T23961693 GRI 5/17/21
52 T23961694 GRK 5/17/21
53 T23961695 GIRL 5/17/21
54 T23961696 GRM 5/17/21
55 T23961697 GRN 5/17/21
56 T23961698 H 5/17/21
57 T23961699 1-11 5/17/21
58 T23961700 H2 5/17/21
59 T23961701 J1 5/17/21
60 T23961702 J3 5/17/21
61 T23961703 J5 5/17/21
62 T23961704 J5B 5/17/21
63 T23961705 J5P 5/17/21
64 T23961706 J7 5/17/21
65 T23961707 J7C 5/17/21
66 T23961708 J7P 5/17/21
67 T23961709 JE1 5/17/21
68 T23961710 JE3 5/17/21
69 T23961711 JL 5/17/21
70 T23961712 JU3 5/17/21
71 T23961713 KJ3 5/17/21
72 T23961714 KJ5 5/17/21
73 T23961715 KJ7 5/17/21
74 T23961716 KJA 5/17/21
75 T23961717 KJB 5/17/21
76 T23961718 KJC 5/17/21
77 T23961719 KJE 5/17/21
78 T23961720 M 5/17/21
79 T23961721 M1 5/17/21
80 T23961722 M2 5/17/21
81 T23961723 M3 5/17/21
82 T23961724 M4 5/17/21
83 T23961725 M5 5/17/21
84 T23961726 MV2 5/17/21
85 T23961727 MV4 5/17/21
2 of 2
Job Truss Truss Type Qty Ply 1408 LONE PINE DR/KHOUR
T23961643
77522 A ROOF SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:02 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-Kl3tZGrQTgMGuEyGmzOnmEEktRVa2ZsKjTid7zGvwF
Q-8-Q 5-4-0 6-0-f 11-4-13 17-8-0 24-6-0 31-4-0 31,--$-0
b-8- 4-8-0 8- 5 4-6 6-3-3 6-10-0 6-10-0 0-4-0
Scale=1:56.7
3x5=
6x8= 3x4= 4x6=
5.00 12
4 18 19 20 5 6
17
3x4= 3x4 11 7x8=
1 2 0
o d
15
ao
ro
A
0 7
13 21 12 11 16 9 8 3x6— o
2x3 6x8= 2x3 11 3x = 3x8= 3x5= �O
N
14
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS(BEARINGS).
5-0-0 5 4,0 11-4-13 17-8-0 24-6-0 31-8-0
5-0-0 0-4-0 6-0-13 6-3-3 6-10-0 7-2-0
Plate Offsets(X,Y)-- [3:0-5-4,0-3-8],[4:0-4-0,0-2-2],[14:0-2-4,0-1-0]
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 0.68 Vert(LL) -0.10 9-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.22 9-11 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.99 Horz(CT) 0.07 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.14 9-11 >999 240 Weight:202 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins,
3-4:2x4 SP M 30 except end verticals.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-12
6-14:2x6 SP No.2
REACTIONS. (size) 12=0-8-0,14=Mechanical
Max Horz 12=152(LC 12)
Max Uplift 12=-1039(LC 12),14=-594(LC 9)
Max Grav 12=1500(LC 1),14=1003(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-927/331,2-3=-924/333,3-4=-1537/756,4-5=-1363/789,5-6=-1153/666,
7-14=-1003/594,6-7=-936/610
BOT CHORD 11-1 2=-992/2018,9-11=-995/2010,8-9=-666/1153
WEBS 2-12=-427/404,3-12=-2420/1514,3-9=-728/295,4-9=-26/302,5-9=-153/297,
5-8=-614/485,6-8=-782/1349,1-12=-356/996,1-13=-257/74
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=32ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-3-12,Interior(1)3-3-12 to 17-8-0,Exterior(2R)
17-8-0 to 20-10-0,Interior(1)20-10-0 to 31-5-4 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been
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. electronically signed and
4)Provide adequate drainage to prevent water ponding. Sealed by Reviewed, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections. document are not considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signed and sealed and the
12=1039,14=594. signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961644
77522 Al ROOF SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:05 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-kKIOBltlmbkglhixxvWjOOske5Q3nR_IOhiMESzGvwC
2-8-0 , 5-4-0 , 9-3-8 13-4-13 , 19-8-0 24-6-0 , 29-4-0 31-8-0
2-8-0 2-8-0 3-11-8 4-1-4 6-3-3 4-10-0 4-10-0
Scale=1:57.8
4x6=
3x4= 4x4= 3x5=
6 21 22 23 7 24 8 3x8
9
5.00 F12
5x6= 20
2x3 11 4x6=
2 3 3x4=
3x4 11 _ 19
1 18 19
o
v
T
25 10
16 15 14 13 12 26 27 11
3x6= 3x6— 9
3x6= 6x8= 3x4= 3x8= 4x8=
N
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 17
LOADS IMPOSED BY SUPPORTS(BEARINGS).
2-8-0 5-0-0 5i4,0 13-4-13 19-8-0 29-4-0 31-8-0
2-8-0 2-4-0 0-4-0 8-0-13 6-3-3 9-8-0 2 4-0
Plate Offsets(X,Y)-- [2:0-3-0,0-2-4],[17:0-2-4,0-1-0]
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 0.76 Vert(LL) -0.21 11-12 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.37 11-12 >850 240
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.05 17 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.09 12-14 >999 240 Weight:202 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
9-17:2x6 SP No.2
REACTIONS. (size) 15=0-8-0,17=Mechanical
Max Horz 15=162(LC 12)
Max Uplift 15=-1038(LC 12),17=-547(LC 12)
Max Grav 15=1628(LC 20),17=1127(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-731/304,3-4=-731/304,4-5=-2061/810,5-6=-1521/681,6-7=-1369/720,
7-8=469/282,8-9=-524/275,10-17=-1127/634,9-1 0=-1 218/609
BOT CHORD 15-16=-96/319,14-15=-548/1101,12-14=-917/2125,11-12=-569/1038
WEBS 5-14=-515/500,5-12=-825/337,6-12=-11/280,7-12=-163/534,7-11=-877/529,
9-11=-520/1100,4-14=-702/1247,4-15=-1570/1014,2-16=-618/164,2-15=-320/750
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=32ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 2-8-0,Exterior(2R)2-8-0 to 5-10-0,Interior(1)
5-10-0 to 19-8-0,Exterior(2R)19-8-0 to 22-10-0,Interior(1)22-10-0 to 29-4-0,Exterior(2E)29-4-0 to 31-5-4 zone;cantilever left
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 This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Reviewed, PE
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 using a Digital Signature.
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. Printed copies of this
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)except(jt=lb) document are not considered
15=1038,17=547. signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961645
77522 A2 ROOF SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:07 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-hjtmc_vYID_Y_?sw3JZBTpy5Pu7PFMvbU?BSJLzGvwA
4-8-0 10-3-8 15-4-13 21-8-0 27-4-0 31-8-0
4-8-0 5-7-8 5-1-4 6-3-3 5-8-0 4-4-0
Scale=1:57.8
4x6=
4x8=
6 23 24 25 7 3x5=
3x6 1 3x8
5.00 12 3x6= 4x6= 22 26 8
2 3 3x4=
18
19 1 `o
3x6% 17 w
1
10
v
ro
15 27 28 29 14 13 12 9
11 10
= 3x6= o
3x4= 6x8= 3x8= 3x4
4x6 = c0
3x4=
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 16
LOADS IMPOSED BY SUPPORTS(BEARINGS).
4-8-0 5�0,0 10-3-8 15 4-13 21-8-0 27-4-0 31-8-0
4-8-0 0 4-0 5-3-8 5-1-4 6-3-3 5-8-0 4-4-0
Plate Offsets(X,Y)-- [2:0-3-0,0-2-4],[7:0-5-4,0-2-0],[16:0-2-4,0-1-0]
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 0.68 Vert(LL) -0.17 13-14 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.35 13-14 >885 240
BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.05 16 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.09 11-13 >999 240 Weight:201 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
8-16:2x6 SP No.2 7-11-4 oc bracing:11-13.
WEBS 1 Row at midpt 4-14
REACTIONS. (size) 14=0-8-0,16=Mechanical
Max Horz 14=162(LC 12)
Max Uplift 14=-1038(LC 12),16=-547(LC 12)
Max Grav 14=1500(LC 1),16=1003(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-559/253,2-3=-445/197,3-4=-445/197,4-5=-1569/770,5-6=-1100/658,
6-7=-951/695,7-8=-662/446,1-15=-311/48,9-16=-1003/649,8-9=-965/656
BOT CHORD 13-14=-532/914,11-13=-834/1583,10-11=-347/558
WEBS 4-13=-561/872,5-13=-355/427,5-11=-745/379,7-10=-511/420,1-14=-241/758,
8-10=-516/826,3-14=-413/583,4-14=-1352/939,7-11=-373/623
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=32ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-3-12,Interior(1)3-3-12 to 4-8-0,Exterior(2R)
4-8-0 to 7-10-0,Interior(1)7-10-0 to 21-8-0,Exterior(2R)21-8-0 to 24-10-0,Interior(1)24-10-0 to 27-4-0,Exterior(2R)27-4-0 to
30-6-0,Interior(1)30-6-0 to 31-5-4 zone;cantilever left exposed;C-C for members and forces&MWFRS for reactions shown;
Lumber DOL=1.60 plate grip DOL=1.60 This item has been
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. electronically signed and
4)Provide adequate drainage to prevent water ponding. Sealed by Reviewed, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections. document are not considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signed and sealed and the
14=1038,16=547. signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961646
77522 A3 Roof Special 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:09 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-d6?X1 gwpggFGElOIAkbfZE1 N FiisjDfuxJgZN DZGV W8
6-8-0 12-0-6 17-4-13 23-8-0 25 4-0 31-8-0
6-8-0 5-4-6 6-3-3
Scale=1:59.1
4x4= 5x8 MT18HS=
5 6
20 21 3x5=
4x6= =
5.00 12
2 3x4= 5x6 3x87
17 18 1
16
m
5x6
1
0
v
m
r-
8
14 13 12 11 10 9
3x6= 3x6
3x6 I I 4x8= 3x4= 3x4= 3x4= N
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS(BEARINGS). 15
6-8-0 12-0-6 17-4-13 23-8-0 25-4-0 31-8-0
6-8-0 5 4-6 5-4-6 6-3-3 1-8-0
Plate Offsets(X,Y)-- [6:0-5-0,0-2-4],[15:0-2-4,0-1-0]
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) -0.24 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.51 11-13 >739 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.05 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.33 10-11 >999 240 Weight:202 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing.
7-15:2x6 SP No.2 WEBS 1 Row at midpt 4-10
REACTIONS. (size) 14=0-8-0,15=Mechanical
Max Horz 14=162(LC 12)
Max Uplift 14=-667(LC 12),15=-701(LC 12)
Max Grav 14=1252(LC 1),15=1252(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1656/1050,2-3=-1466/1046,3-4=-2166/1428,4-5=-1105/780,5-6=-951/797,
6-7=-1092/783,1-14=-1198/823,8-15=-1252/846,7-8=-1263/919
BOT CHORD 13-14=-320/174,11-13=-1420/2003,10-11=-1464/2162,9-10=-643/951
WEBS 2-13=-39/354,3-13=-717/486,3-11=-56/268,4-11=-18/251,4-1 0=-1 502/1016,
5-10=-210/342,1-13=-817/1428,7-9=-801/1181
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=32ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-3-12,Interior(1)3-3-12 to 6-8-0,Exterior(2R)
6-8-0 to 9-10-0,Interior(1)9-10-0 to 23-8-0,Exterior(2E)23-8-0 to 25-4-0,Exterior(2R)25-4-0 to 28-6-0,Interior(1)28-6-0 to 31-5-4
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)All plates are MT20 plates unless otherwise indicated. sealed by Reviewed, PE
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Using a Digital Signature.
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 Printed copies of this
will fit between the bottom chord and any other members.
8)Refer to girder(s)for truss to truss connections. document are not considered
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signed and sealed and the
14=667,15=701. signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961647
77522 A4 Roof Special 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:12 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-1 hgffhzh6ldr5mltst8MAtfuVvnTwbkKdHu D_YzGvw5
7-3-4 12-7-10 18-0-1 24-6-0 31-8-0
7-3-4 5-4-6 5 4-6 6-5-15 7-2-0
Scale=1:58.0
4x6=
5
4x6= 19 20 3x5=
5.00 12 15 4x6= 3x10
2 3x4= 6
16 17 18
14
4x5
1 d N
u7
a
V]
n
7
12 11 10 9 8 3x6—
3x6=
3x6 3x10= 3x4= 3x10= �O
N
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 13
LOADS IMPOSED BY SUPPORTS(BEARINGS).
7-3 4 12-7-10 18-0-1 24-6-0 31-8-0
7-3-4 5-4-6 5 4-6 6-5-15 7-2-0
Plate Offsets(X,Y)-- [1:0-2-0,0-1-8],[13:0-2-4,0-1-0]
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) -0.23 9-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.50 9-11 >748 240
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.08 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.13 9-11 >999 240 Weight:195 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-9-2 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing.
6-13:2x6 SP No.2 WEBS 1 Row at midpt 4-8
REACTIONS. (size) 12=0-8-0,13=Mechanical
Max Horz 12=162(LC 12)
Max Uplift 12=-667(LC 12),13=-701(LC 12)
Max Grav 12=1252(LC 1),13=1252(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1686/1063,2-3=-1486/1064,3-4=-2016/1342,4-5=-1069/761,5-6=-1077/743,
1-12=-1194/825,7-13=-1252/818,6-7=-1183/835
BOT CHORD 11-12=-327/198,9-11=-1338/1929,8-9=-1326/2013
WEBS 2-11=-23/354,3-11=-606/414,4-8=-1365/919,5-8=-142/439,1-11=-803/1425,
6-8=-678/1061
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=32ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-3-12,Interior(1)3-3-12 to 7-3-4,Exterior(2R)
7-3-4 to 10-5-4,Interior(1)10-5-4 to 24-6-0,Exterior(2R)24-6-0 to 27-8-0,Interior(1)27-8-0 to 31-5-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Reviewed, PE
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 using a Digital Signature.
will fit between the bottom chord and any other members. Printed COp12S Of this
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)except(jt=lb) document are not considered
12=667,13=701. signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961648
77522 A5 Roof Special 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:14 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-_3oQ4N_xeMtZK4uGzl BqG IkE?jTfOV4d5bNK2RzGvw3
5-3-4 10-7-10 16-0-1 20-3-0 24-6-0 31-8-0
5-3 4 5 4-6 5-4-6 4-3-0 4-3-0 7-2-0
Scale=1:57.9
5x6=
5
19 20 3x5=
3x10
5.00 F12 4x5= 5x6= 6
2 3x4=
15 16 17
4x5 14
1 d
a
a a
7
12 11 10 9 8 3x6— o
3x6 11 4x8= 4x6= 3x10= '9
N
3x4=
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS(BEARINGS). 13
5-3 4 10-7-10 16-0-1 24-6-0 31-8-0
5-3-4 5-4-6 5-4-6 8-5-15 7-2-0
Plate Offsets(X,Y)-- [13:0-2-4,0-1-0]
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) -0.23 9-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.52 9-11 >726 240
BCLL 0.0 * Rep Stress Incr YES WB 0.89 Horz(CT) 0.10 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.18 9-11 >999 240 Weight:190 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing.
6-13:2x6 SP No.2 WEBS 1 Row at midpt 4-8
REACTIONS. (size) 12=0-8-0,13=Mechanical
Max Horz 12=162(LC 12)
Max Uplift 12=-667(LC 12),13=-701(LC 12)
Max Grav 12=1252(LC 1),13=1252(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1572/996,2-3=-1406/984,3-4=-2494/1593,4-5=-1108/742,5-6=-1087/742,
1-12=-1222/821,7-13=-1252/813,6-7=-1190/829
BOT CHORD 11-12=-287/156,9-11=-1488/2160,8-9=-1622/2496
WEBS 2-11=-55/351,3-11=-954/629,3-9=-161/426,4-8=-1730/1141,5-8=-79/426,
1-11=-837/1436,6-8=-686/1083
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=32ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-3-12,Interior(1)3-3-12 to 5-3-4,Exterior(2R)
5-3-4 to 8-5-4,Interior(1)8-5-4 to 24-6-0,Exterior(2R)24-6-0 to 27-8-0,Interior(1)27-8-0 to 31-5-4 zone;C-C for members and forces
&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Reviewed, PE
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 using a Digital Signature.
will fit between the bottom chord and any other members. Printed COp12S Of this
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)except(jt=lb) document are not considered
12=667,13=701. signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961649
77522 A6 Roof Special 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:16 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-wSwAV30CA_7HaN2e5i DI LjgeuX7ssOBwYusR7JzGvw1
3-3-4 9-6-0 14-0-1 17-7-8 24-6-0 31-8-0
3-3-4 6-2-12 4-6-1 3-7-7 6-10-8 7-2-0
4x6= Scale=1:62.2
6
18 19 20
3x4 5�- 4x5
5.00 12 5 7
4x8= 4x12=
3x4 I I
2 3
3x5
1 16 17
m
n' N
vi
13 21 22 10 23
15 14 3x6 Sx8=
3x5= b
12 11 9 8
3x4 4x12= 3x6= 3x10= 3x6
3-3-4 9-6-0 14-0-1 24-6-0 31-8-0
3-3-4 6-2-12 4-6-1 10-5-15 7-2-0
Plate Offsets(X,Y)-- [2:0-5-12,0-1-12],[13:0-2-4,0-2-8]
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 0.63 Vert(LL) -0.41 9-11 >927 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.70 9-11 >541 240
BCLL 0.0 * Rep Stress Incr YES WB 0.92 Horz(CT) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.18 3 >999 240 Weight:216 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins,
BOT CHORD 2x4 SP M 30*Except* except end verticals.
3-12:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-11,5-9,7-8,7-9
REACTIONS. (size) 15=0-8-0,8=Mechanical
Max Horz 15=160(LC 12)
Max Uplift 15=-669(LC 12),8=-703(LC 12)
Max Grav 15=1415(LC 17),8=1443(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1463/850,2-3=-2973/1712,3-4=-2941/1689,4-5=-2098/1126,5-6=-942/598,
6-7=-937/581,1-15=-1390/827,7-8=-1329/853
BOT CHORD 13-14=-875/1395,3-13=-374/352,9-11=-893/1557
WEBS 2-14=-551/455,2-13=-1004/1864,11-13=-1195/2299,4-13=-875/1333,4-11=-1708/1069,
5-11=-414/976,5-9=-1072/678,6-9=-31/376,1-14=-839/1507,7-9=-603/1180
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=32ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-3-4,Exterior(2R)3-3-4 to 6-5-4,Interior(1)6-5-4
to 24-6-0,Exterior(2R)24-6-0 to 27-8-0,Interior(1)27-8-0 to 31-6-4 zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. sealed by Reviewed, PE
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 using a Digital Signature.
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Printed copies of this
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)except(jt=lb) document are not considered
15=669,8=703. signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961650
77522 A7 Roof Special 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:19 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-K1 bJ7424TvVrRrnDmrm?zLR9AkAA3k4M Es55kezGvw_
11-3-4, 5 4-10 9-6-0 12-0-1 17-5-13 24-6-0 31-8-0
1-3-4 4-1-6 4-1-6 2-6-1 5-5-12 7-0-3 7-2-0
4x6= Scale=1:62.2
7
20 21 22
3x4 4x5
5.00 12
6 8
4x4= 3x4 5x8a. =
4x4 2 3x6= 4
1
m
Y
17 16 15 23 11 24
3x6 7x8 ro
N
6x8=
14 13 12 10 9
3x4 II 6x8= 3x4= 3x6= 3x10= 3x6
1-3 4 9-6-0 12-0-1 t7-5-13 24-6-0 31-8-0
1-3-4 8-2-12 2-6-1 5-5-12 7-0-3 7-2-0
Plate Offsets(X,Y)-- [5:0-6-0,0-2-4],[13:0-3-8,0-3-0],[15:0-2-0,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 0.63 Vert(LL) -0.21 15-16 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.41 15-16 >923 240
BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.10 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.23 15 >999 240 Weight:218 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins,
BOT CHORD 2x4 SP M 30*Except* except end verticals.
4-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-10-5 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 5-13,6-10,8-9,8-10
13-15:2x4 SP M 30
REACTIONS. (size) 17=0-8-0,9=Mechanical
Max Horz 17=160(LC 12)
Max Uplift 17=-669(LC 12),9=-703(LC 12)
Max Grav 17=1398(LC 17),9=1431(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-876/448,2-3=-817/439,3-4=-3941/2102,4-5=-3866/2077,5-6=-1698/896,
6-7=-919/595,7-8=-913/580,1-17=-15401769,8-9=-1291/851
BOT CHORD 15-16=-1587/2628,12-13=-1157/2127,10-12=-889/1614
WEBS 3-16=-2002/1217,3-15=-732/1611,13-15=-1698/3174,5-15=-1510/2699,
5-13=-2299/1340,5-12=-698/392,6-12=-225/732,6-1 0=-1 166/664,7-10=-26/356,
1-16=-709/1424,8-10=-601/1147
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=32ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 1-3-4,Exterior(2R)1-3-4 to 4-5-4,Interior(1)4-5-4
to 24-6-0,Exterior(2R)24-6-0 to 27-8-0,Interior(1)27-8-0 to 31-6-4 zone;C-C for members and forces&MWFRS for reactions This item has been
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 electronically signed and
to the use of this truss component. Sealed by Reviewed, PE
4)Provide adequate drainage to prevent water ponding. using a Digital Signature.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COp12S Of this
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. document are not Considered
7)Refer to girder(s)for truss to truss connections. signed and sealed and the
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signature must be verified
17=669,9=703.
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961651
77522 A8 Roof Special 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:20 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-oD9hLQ3iECdi2?MPKYHEVY_KL8XtoFcWTWgeF4zGvvz
5-0-0 9-6-0 1p-0 1 14-0-0 17-5-12 23-11-4 25-0-12 31-8-0
5-0-0 4-6-0 0-6-1 3-11-15 3-5-12 6-5-8 1-1-8 6-7-4
4x4= Scale=1:66.6
4x6=
6 7
5.00 12
24 25
5x8 3x6
5 8
3x4
4
tZ
3x10= 3x8= 5x6= w
1 2 A
0
2
21 20 3x8 18 7 16 26 1 27
3x8 11 8x10 op
O
3x12= 1-0 3x4 11
w
19 15 14 13 11 10 9
2x3 11 3x4 11 4x5= 4x6= 3x4= 3x6
6x8=
10-6-0
i 5-0-0 9-6-0 19-0 1 14-0 17-5-12 23-11-4 25-0-H 31-8-0
5-0-0 4-6-0 � 3-6-0 3-5-12 6-5-8 1-1-8 6-7-4
0-5-15
Plate Offsets(X,Y)-- [2:0-3-8,0-1-8],[5:0-3-10,0-2-4],[7:0-3-4,0-2-4],[10:0-3-8,0-3-0],[16:0-3-12,Edge],[18:0-3-8,0-1-8],[20:0-3-8,0-1-8]
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 0.60 Vert(LL) -0.43 19 >881 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.77 19 >486 240
BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.16 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.49 19 >774 240 Weight:245 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-5-4 oc purlins,
BOT CHORD 2x4 SP M 30*Except* except end verticals.
16-21:2x6 SP 240OF 2.OE,4-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3*Except* 6-10-0 oc bracing:18-20
1-20,2-18,5-16:2x4 SP M 30 7-5-0 oc bracing:11-13.
5-7-0 oc bracing:17-18
WEBS 1 Row at midpt 5-13,5-11,7-10,8-9,8-10,3-16
JOINTS 1 Brace at Jt(s):16
REACTIONS. (size) 21=0-8-0,9=Mechanical
Max Horz 21=180(LC 12)
Max Uplift 21=-664(LC 12),9=-701(LC 12)
Max Grav 21=1460(LC 17),9=1460(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-21=-1336/738,1-2=-4145/2058,2-3=-6585/3154,3-4=-4003/1959,4-5=-3931/1994,
5-6=-945/597,6-7=-810/628,7-8=-939/591,8-9=-1365/893
BOT CHORD 20-21=-274/226,18-20=-2237/4242,17-18=-3402/6749,16-17=-3402/6749,
11-1 3=-909/1700,10-11=-448/838
WEBS 1-20=-2066/4194,2-18=-1170/2548,5-13=-1008/695,5-11=-1292/690,6-11=-171/373,
8-10=-659/1242,3-18=-688/454,3-16=-3167/1536,13-16=-1139/2150,5-16=-1717/3403,
2-20=-1003/626
NOTES-
1)Unbalanced roof live loads have been considered for this design. This Item has been
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=32ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-3-12,Interior(1)3-3-12 to 23-11-4,Exterior(2E) electronically signed and
23-11-4 to 25-0-12,Exterior(2R)25-0-12 to 28-2-12,Interior(1)28-2-12 to 31-6-4 zone;C-C for members and forces&MWFRS for sealed by Reviewed, PE
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 using a Digital Signature.
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Printed copies of this
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. document are not Considered
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the
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 signature must be verified
will fit between the bottom chord and any other members,with BCDL=10.Opsf. on any electronic copies.
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)except(jt=lb) Julius Lee PE No.34869
21=664,9=701. MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961652
77522 ATM ATTIC 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:23 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-DorgzS5bX7?HvS4_?hrx7BcuTLST?gwy9U3JsPzGvvw
14-2-6
-1-4-0 8-1-0 12-3-8 12-9 8 20-7-0 21-11-4
1-4-0 8-1-0 4-2-8 -6- 1-4-14 6-4-10
Scale=1:54.8
6x8-5�3x4 11
5.00 12 7 8
19
2x3 11 2x3=
3x4
3x6 6
5
4 1
3x4
3
0
a
18
8-0-0
2
q]1
0
3x4=3x6= 14 13 12 11 10 9
3x4 46= 6x8= 44=
3x6 11
8-1-0 12-3-8 14-5-12 20-7-0 ,21-11-4,
8-1-0 4-2-8 2-2-0 6-1-4 1-"
Plate Offsets(X,Y)-- [2:0-6-9,0-1-15],[2:0-0-0,0-0-4],[12:0-3-8,0-4-4]
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 0.42 Vert(LL) -0.10 12-14 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.19 12-14 >911 240
BCLL 0.0 * Rep Stress Incr YES WB 0.47 Horz(CT) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.17 12-14 >999 240 Weight:155 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 7-9
JOINTS 1 Brace at Jt(s):15
REACTIONS. (size) 9=Mechanical,2=0-8-0,11=0-3-8
Max Horz 2=577(LC 12)
Max Uplift 9=-156(LC 12),2=-276(LC 12),11=-529(LC 12)
Max Grav 9=465(LC 18),2=653(LC 1),11=1317(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-895/154,3-5=-320/104,8-9=-367/318
BOT CHORD 2-14=-644/758,12-14=-644/758
WEBS 3-14=-290/499,3-12=-874/745,5-12=-389/398,10-15=-281/433,7-15=-248/454,
7-9=-634/349
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 21-9-8 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been
will fit between the bottom chord and any other members.
5)Ceiling dead load(5.0 psf)on member(s).5-6,6-15 electronically signed and
6)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.11-12,10-11 sealed by Reviewed, PE
7)Refer to girder(s)for truss to truss connections. using a Digital Signature.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) Printed CO 12S Of this
9=156,2=276,11=529. p
9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. document are not Considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961653
77522 B HALF HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:24 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-h_PCAo6DIR88XcfBZOMAgO9wiln3k1 S508osOszGvw
r1-4-q 5-8-12 9-0-0 15-8-0 22-4-0 29-0-0 36-6-4 44-4-0
1 4-0 5-8-12 3-3-4 6-8-0 6-8-0 6-8-0 7-64 7-9-12
Scale=1:76.9
5x8 MT18HS= 4x8=
5.00 12 4x4= 3x6= 3x4 11 3x6= 3x8= 4x5=
4 525 6 267 8 9 10 27 28 11
3x4
3
24
23
B Ell
�1 2
0
29 30 19 18 17 31 16 1514 13 32 12
3x8— 3x4= 3x6— 4x4 6x12— 3x4= 4x4 11
3x4= 4x6=
9-0-0 15-8-0 22-4-0 29-0-0 36-6-4 44-4-0
9-0-0 6-8-0 6-8-0 6-8-0 7-6-4 7-9-12
Plate Offsets(X,Y)-- [2:0-8-0,0-0-10],[4:0-5-12,0-2-8],[7:0-3-8,0-2-0],[10:0-3-8,0-1-8],[12:Edge,0-3-8],[15:0-2-0,0-0-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.66 19-22 >530 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.30 19-22 >999 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr YES WB 0.84 Horz(CT) -0.09 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:232 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied.
7-14:2x4 SP M 30,8-14:2x6 SP No.2 WEBS 1 Row at midpt 5-16,7-14,10-14
REACTIONS. (size) 12=0-3-8,2=0-8-0,14=0-8-0
Max Horz 2=268(LC 12)
Max Uplift 12=-366(LC 9),2=-1158(LC 12),14=-2420(LC 12)
Max Grav 12=290(LC 1),2=1076(LC 1),14=2249(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1999/3930,34=-1711/3636,4-5=-1588/3360,5-7=-659/1389,7-8=-2352/1170,
8-10=-2352/1170,11-12=-221/266
BOT CHORD 2-19=-3853/1814,17-19=-3418/1550,16-17=-3360/1588,14-16=-1389/659
WEBS 3-19=-334/616,4-19=-1272/429,5-17=-703/244,5-16=-1069/2268,7-16=-1812/659,
7-14=-2105/4304,8-14=-426/384,10-14=-1402/2815,10-13=-835/308
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=44ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 3-1-3,Interior(1)3-1-3 to 9-0-0,Exterior(2R)9-0-0
to 15-34,Interior(1)15-34 to 44-2-4 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding. This Item has been
4)All plates are MT20 plates unless otherwise indicated. electronically Signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Reviewed, PE
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 using a Digital Signature.
will fit between the bottom chord and any other members. Printed COp12S Of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
12=366,2=1158,14=2420. document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961654
77522 B1 HALF HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:25 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-9ByaO87r2kG?9mEN65tPCCh7b9E7TY_FdoYPwlzGvvu
1-10-7 7-10-7 13-10-7 19-1%7 27-4-11 35-2-7
1-10-7 6-0-0 6-0-0 6-0-0 7-6-4 7-9-12
Scale=1:60.8
5.00 12
5x8= 3x4= 4x4= 3x6= 3x4 11 5x8= 4x5=
45 2 18 3 19 20 4 5 6 21 22 7 23 8
tL
17 16 24 15 14 13 12 11 10 25 9
3x6 11 3x4= 3x4— 3x6= 3x4— 6x10= 3x6= 3x4— 4x6 11
1-10-7 7-10-7 13-10-7 19-1%7 27-4-11 35-2-7
1-10-7 6-0-0 6-0-0 6-0-0 7-6-4 7-9-12
Plate Offsets(X,Y)-- [2:0-5-12,0-2-8],[7:0-4-0,0-3-0],[9:Edge,0-3-8]
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 0.83 Vert(LL) 0.31 9-10 >590 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.15 9-10 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.63 Horz(CT) -0.02 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:216 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing.
6-12:2x6 SP No.2 WEBS 1 Row at midpt 2-15,4-12,7-12,8-10
REACTIONS. (size) 9=0-3-8,17=0-7-3,12=0-8-0
Max Horz 17=42(LC 12)
Max Uplift 9=-544(LC 9),17=-716(LC 12),12=-1776(LC 12)
Max Grav 9=460(LC 22),17=675(LC 1),12=1659(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-294/648,2-3=-667/1430,3-4=-417/898,4-6=-771/420,6-7=-771/420,
7-8=-341/728,8-9=-391/615,1-17=-673/1477
BOT CHORD 15-16=-615/252,13-15=-1430/667,12-13=-898/417,10-12=-709/342
WEBS 2-16=-457/639,2-15=-1029/531,3-13=-316/671,4-13=-1002/365,4-12=-1057/2108,
6-12=-393/350,7-12=-899/1736,7-10=-489/184,8-10=-775/362,1-16=-1335/608
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=35ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 1-10-7,Exterior(2R)1-10-7 to 6-10-3,Interior(1)
6-10-3 to 35-0-11 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Reviewed, PE
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 using a Digital Signature.
will fit between the bottom chord and any other members. Printed COp12S Of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
9=544,17=716,12=1776. document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961655
77522 B2 HALF HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:27 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-5Z4Kpp85aMWjO4OmEWwtH1 nTaywuxLgY461 W?AzGvvs
1-12-7 9-10-13 17-4-11 17 1 -7 25-6-1 33-2-7
1-10-7 8-0-6 7-5-14 0-5-2 7-7-10 7-8-6
Scale=1:57.3
5.00 12
4x8= 3x5= 3x6= 2x3 11 3x6= 3x4= 3x6=
3x5 2 17 3 18 4 5 19 6 7 20 8
1
16 15 21 22 14 13 12 23 11 24 10 25 26 12
3x6 11 3x4= 3x6= 3x4= 6x10= 3x4= 4x6 II
3x6—
0-Q-6 1-10-7 9-10-13 17-10-7 25-6-1 33-2-7
0 6 1-10-1 8-0-6 7-11-10 7-7-10 7-8-6
Plate Offsets(X,Y)-- [2:0-5-4,0-2-0],[9:Edge,0-3-8]
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 0.80 Vert(LL) 0.30 9-10 >614 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.16 9-10 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 1.00 Horz(CT) -0.02 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:210 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
5-12:2x6 SP No.2 WEBS 1 Row at midpt 3-12,7-12,8-10
REACTIONS. (size) 9=0-3-8,16=0-7-3,12=0-8-0
Max Horz 16=42(LC 12)
Max Uplift 9=-578(LC 9),16=-646(LC 8),12=-1653(LC 12)
Max Grav 9=561(LC 24),16=683(LC 2),12=1692(LC 2)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-266/541,2-3=-530/1015,3-5=-460/285,5-7=-460/285,7-8=-380/704,
8-9=-419/677,1-16=-734/1460
BOT CHORD 13-15=-539/246,12-13=-1015/530,10-12=-704/380
WEBS 2-13=-576/349,3-13=-546/233,3-12=-989/1788,5-12=-452/395,7-12=-816/1420,
7-10=-396/180,8-10=-809/438,1-15=-1359/697,2-15=-423/464
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=33ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 1-10-7,Exterior(2R)1-10-7 to 6-6-13,Interior(1)
6-6-13 to 33-0-11 zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Reviewed, PE
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 using a Digital Signature.
will fit between the bottom chord and any other members,with BCDL=10.Opsf. Printed copies of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
9=578,16=646,12=1653. document are not Considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961656
77522 B3 HIP 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:29 2021 Page 1
I D:W?smO5J2afFJhS7AMwln 1 hzH KNj-1 yC5EVAL6zmRdNY8LxyLNSswWmdzPJ DrYQWd33zGvvq
1-10-7 8-9-7 15-8-7 15-1 -7 22-7-7 29-6-7 31-2-7
1-10-7 6-11-0 6-11-0 0--0 6-9-0 6-11-0 1-8-0
Scale=1:55.6
5.00 12 3x4
4x8= 2x3 3x6= 3x6= 3x4= 48=
3x4 2 17 3 18 4 5 19 206 21 7 8
1
r;
o m
u�
16 15 22 23 14 24 13 12 25 11 26 27 10 9
3x6 11 3x4= 3x8= 3x6= 3x4= 3x4= 3x6 11
6x8=
0-&1-10-7 8-9-7 15-10-7 22-7-7 29-6-7 31-2-7
0 -0 1-10-1 6-11-0 7-1-0 6-9-0 6-11-0 1-8-0
Plate Offsets(X,Y)-- [2:0-5-4,0-2-0],[7:0-5-4,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.16 10-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.08 10-11 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.74 Horz(CT) -0.00 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:229 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
5-12:2x6 SP No.2 WEBS 1 Row at midpt 5-14,6-12
REACTIONS. (size) 16=0-7-3,12=0-8-0,9=0-3-8
Max Horz 16=23(LC 11)
Max Uplift 16=-568(LC 8),12=-1570(LC 12),9=-543(LC 9)
Max Grav 16=583(LC 23),12=1641(LC 2),9=567(LC 24)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-193/392,2-3=-324/661,3-5=-324/661,5-6=-388/246,6-7=-304/592,7-8=-170/346,
1-16=-611/1203,8-9=-607/1192
BOT CHORD 14-15=-349/174,12-14=-246/435,11-12=-546/304,10-11=-306/157
WEBS 2-15=-353/387,2-14=-359/207,3-14=-454/420,5-14=-1402/760,5-12=-867/1279,
6-12=-749/1341,6-11=-517/227,7-11=-323/202,7-10=-354/383,8-1 0=-1 108/575,
1-15=-1101/566
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=31ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 1-10-7,Exterior(2R)1-10-7 to 6-3-6,Interior(1)
6-3-6 to 29-6-7,Exterior(2E)29-6-7 to 31-0-11 zone;porch left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This item has been
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. electronically signed and
4)Provide adequate drainage to prevent water ponding. Sealed by Reviewed, PE
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Printed copies of this
will fit between the bottom chord and any other members,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) document are not considered
16=568,12=1570,9=543. signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961657
77522 C Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:31 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-_KKreBBcea08thiXTM_pStxFlaFQt9v7?k?k8yzGvvo
3-6-8 9-8-8 15-10-8 22-7-14 29-5-4 32-10-8
3-6-8 6-2-0 6-2-0 6-9-6 6-9-6 3-5-4
Scale=1:57.5
5.00 12 4x8=
4x4= 3x4= 4x6= 2x3 3x8= 4x5=
2 18 3 19 20 4 5 21 6 22 7 8
3x4
1
13 11 O
6x8= 12 5x8= I
17 16 15 14 4x10= 10 9
3x6 11 3x5= 7x8= 3x4 11 3x4 11 6x8=
3-6-8 9-8-8 15-10-8 22-7-14 29-5-4 32-10-8
3-6-8 6-2-0 6-2-0 6-9-6 6-9-6
Plate Offsets(X,Y)-- [2:0-5-12,0-2-0],[5:0-3-0,Edge],[11:0-6-0,0-2-8],[13:0-64,0-3-8]
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 0.40 Vert(LL) -0.26 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.56 12-13 >704 240
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.16 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.39 12-13 >999 240 Weight:196 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins,
BOT CHORD 2x4 SP M 30*Except* except end verticals.
4-14,7-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-1 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-12
REACTIONS. (size) 9=0-8-4,17=Mechanical
Max Horz 17=83(LC 12)
Max Uplift 9=-734(LC 9),17=-705(LC 12)
Max Grav 9=1303(LC 1),17=1303(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1231/779,2-3=-2360/1489,3-4=-3832/2339,4-6=-3353/1997,6-7=-3353/1997,
7-8=-1393/842,8-9=-1259/791,1-17=-1277/830
BOT CHORD 15-16=-754/1080,12-13=-2388/3912,11-12=-876/1451,7-11=-1106/759
WEBS 2-16=-625/466,2-15=-868/1512,3-15=-1055/745,13-15=-1392/2196,3-13=-922/1576,
4-12=-603/443,6-12=-421/374,7-12=-1220/2051,8-11=-1111/1835,1-16=-787/1309
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=33ft;eave=4ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-6-8,Exterior(2R)3-6-8 to 8-2-5,Interior(1)8-2-5
to 32-8-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been
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 electronically signed and
will fit between the bottom chord and any other members. Sealed by Reviewed, PE
6)Refer to girder(s)for truss to truss connections. using a Digital Signature.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Printed copies Of this
9=734,17=705. p
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961658
77522 C1 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:34 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-Ov?_H DEUxVOjk8Q68UYW4VZIOnLo4a6ahiDOIHzGvvl
5-6-8 10-8-8 15-10-8 21-7-14 27-5-4 31-1-0
5-6-8 5-2-0 5-2-0 5-9-6 5-9-6 3-7-
Scale=1:54.5
5.00 12 4x8 3x4= 3x4= 3x6= 2x3 11 3x5= 4x4=
2 20 21 3 22 4 5 23 6 24 7 8
<18
4x5
9
13 1Z1
4x10= 12 5x12= 19
4x8=
17 16 15 14 10 9
3x6 I I 3x5= 6x8= 3x4 I I 3x4 11 6x8=
5-6-8 10-8-8 15-10-8 21-7-14 27-5-4 31-0-10 311-0
5-6-8 5-2-0 5-2-0 5-9-6 5-9-6 3-7-6 0- -6
Plate Offsets(X,Y)-- [2:0-5-4,0-2-0],[13:0-6-8,0-2-12]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.13 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.28 12-13 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.20 12-13 >999 240 Weight:198 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc puffins,
BOT CHORD 2x4 SP M 30`Except` except end verticals.
4-14,7-10:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 9=0-10-9,17=Mechanical
Max Horz 17=131(LC 12)
Max Uplift 9=-720(LC 9),17=-658(LC 12)
Max Grav 9=1232(LC 1),17=1232(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1393/859,2-3=-1868/1215,3-4=-2650/1660,4-6=-2266/1379,6-7=-2266/1379,
7-8=-1056/653,8-9=-1190/770,1-17=-1179/778
BOT CHORD 15-16=-848/1215,12-13=-1680/2682,11-12=-667/1082,7-11=-1027/717
WEBS 2-16=-395/321,2-15=-497/885,3-15=-862/606,13-15=-1165/1789,3-13=-546/936,
4-12=-488/352,6-12=-364/337,7-12=-848/1389,8-11=-948/1533,1-16=-726/1285
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=31ft;eave=4ft;Cat.
If;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-3-1,Interior(1)3-3-1 to 5-6-8,Exterior(2R)5-6-8
to 9-11-4,Interiof(1)9-11-4 to 30-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding. This Item has been
4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and
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 sealed by Reviewed, PE
will fit between the bottom chord and any other members. using a Digital Signature.
6)Refer to girder(s)for truss to truss connections. Printed COp12S Of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
9=720,17=658. document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961659
77522 C2 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:35 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-s6ZM UZE6ipWaLl?IiC31cj6gXBhbpl ujwMzxHjzGvvk
7-6-8 14-9-4 21-10-4 29-1-0
7-6-8 7-2-12 7-1-0 7-2-12
Scale=1:50.3
4x8= 2x3 11 3x6= 3x4= 44=
5.00 12 2 14 15 3 16 4 5 17 6
13
44
c� ��VZ
12 11 10 9 8 7
3x6 11 3x4= 3x6= 3x8= 4x4= 3x6 11
7-6-8 14-9-4 21-10-4 29-0-10 291-0
7-6-8 7-2-12 7-1-0 7-2-6 0- -6
Plate Offsets(X,Y)-- [1:0-1-0,0-1-121,[2:0-5-4,0-2-01
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 0.86 Vert(LL) -0.07 11-12 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.16 11-12 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.73 Horz(CT) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.10 9 >999 240 Weight:171 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-12 oc bracing.
WEBS 1 Row at midpt 6-8
REACTIONS. (size) 7=0-10-9,12=Mechanical
Max Horz 12=180(LC 12)
Max Uplift 7=-704(LC 9),12=-605(LC 12)
Max Grav 7=1152(LC 1),12=1152(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1401/836,2-3=-1577/1029,3-5=-1577/1029,5-6=-1194/744,6-7=-1088/749,
1-12=-1082/720
BOT CHORD 11-12=-281/170,9-1 1=-851/1210,8-9=-744/1194
WEBS 2-9=-280/461,3-9=-439/394,5-9=-361/484,5-8=-753/614,6-8=-923/1482,
1-11=-615/1185
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=29ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-6-8,Exterior(2R)
7-6-8 to 11-9-7,Interior(1)11-9-7 to 28-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)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. This Item has been
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 electronically signed and
will fit between the bottom chord and any other members. Sealed by Reviewed, PE
6)Refer to girder(s)for truss to truss connections. using a Digital Signature.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Printed copies Of this
7=704,12=605. p
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961660
77522 C3 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:36 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-Kl7kiuFkT7eRzSaUGva_9wf4VbO8YTOs9OiVp9zGvvj
3-9-14 7-9-0 9-6-8 9-10 8 15-1-11 20-5-5 26-2-8
3-9-14 3-11-2 1-9-8 0-4-0 5-3-3 5-3-11 5-9-3
Scale=1:53.1
3x5=
4x8 3x4= 3x6= 2x3 3x6=
5.00 12 3x4 4 24 25 5 6 7 26 8
3
3x4 23
22 2 r�
3x4
Ll
17 16 13 9
2x3 11 12 11 10 3x6= o
1-0-0 3x4= 3x6= 4x8= cb
N
3x4
4x10= 14 21
20 19 18 15
3x6 3x8= 3x4 11
2x3 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL
LOADS IMPOSED BY SUPPORTS(BEARINGS).
9-10-8
3-9-14 7-9-0 8-10-8 9-6-$ 15-1-11 20-5-5 26-2-8
3-9-14 3-11-2 1-1-8 -8- 5-3-3 5-3-11 5-9-3
0-4-0
Plate Offsets(X,Y)-- [4:0-5-4,0-2-0],[17:0-6-12,0-2-12],[21:0-2-4,0-1-0]
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 0.53 Vert(LL) -0.08 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.18 12-13 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.78 Horz(CT) 0.13 21 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.13 12-13 >999 240 Weight:181 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins,
BOT CHORD 2x4 SP M 30*Except* except end verticals.
3-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3*Except* 6-7-7 oc bracing:12-13
8-21:2x6 SP No.2 6-7-1 oc bracing:10-12.
6-0-0 oc bracing:13-16
JOINTS 1 Brace at Jt(s):17
REACTIONS. (size) 20=Mechanical,21=Mechanical
Max Horz 20=228(LC 12)
Max Uplift 20=-522(LC 12),21=-666(LC 9)
Max Grav 20=1048(LC 1),21=1041(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-987/574,2-3=-2251/1526,3-4=-1906/1311,4-5=-1870/1257,5-7=-1303/836,
7-8=-1303/836,9-21=-1041/666,8-9=-986/677,1-20=-1014/617
BOT CHORD 19-20=-270/133,16-17=-1507/2028,13-16=-1506/2026,12-13=-1252/1769,
10-12=-1257/1870,3-17=-303/372
WEBS 4-13=-304/454,5-10=-687/510,7-10=-335/370,8-10=-975/1516,3-13=-467/463,
1-19=-548/1019,2-19=-1073/830,17-19=-864/1029,2-17=-817/1204
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=26ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-6-8,Exterior(2R) This item has been
9-6-8 to 13-9-7,Interior(1)13-9-7 to 25-11-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60 electronically signed and
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific sealed by Reviewed, PE
to the use of this truss component. using a Digital Signature.
4)Provide adequate drainage to prevent water ponding. Printed COp12S Of this
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 document are not considered
will fit between the bottom chord and any other members. Signed and Sealed and the
7)Refer to girder(s)for truss to truss connections. signature must be verified
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) on any electronic copies.
20=522,21=666.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961661
77522 D Common 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:41 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-hGwdlcJtHfHk4DTS2SA9s_My7clZDvoclHQGUNzGvve
1 4-0 7-0-0 14-0-0 15-4-0
1 4-0 7-0-0 7-0-0 1-4-0
Scale=1:26.7
5x6=
3
5.00 12
14 15
13 16
2 4
5 Io
6
3x4= 2x3
3x4=
7-0-0 14-0-0
7-0-0 7-0-0
Plate Offsets(X,Y)-- [2:0-2-0,Edge],[4:0-2-0,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 0.41 Vert(LL) -0.06 6-9 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.13 6-9 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.10 6-12 >999 240 Weight:52 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,4=0-8-0
Max Horz 2=99(LC 11)
Max Uplift 2=-413(LC 12),4=-413(LC 12)
Max Grav 2=640(LC 1),4=640(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-889/831,3-4=-889/831
BOT CHORD 2-6=-553/757,4-6=-553/757
WEBS 3-6=-73/328
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-0-0,Exterior(2R)7-0-0
to 10-0-0,Interior(1)10-0-0 to 15-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been
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) electronically signed and
2=413,4=413. sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961662
77522 D1 Common 4 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:43 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-de2NAIL7pGXRJXcgAtCdxPRI WPROhpOumbvMZFzGvvc
-1-4-0 7-0-0 13-7-8
1 4-0 7-0-0 6-7-8
Scale:1/2"=1'
5x6=
3
5.00 12
13 14
15
12
4
2 I!9
5
3x4= 2x3 3x5=
7-0-0 13-7-8
7-0-0 6-7-8
Plate Offsets(X,Y)-- [2:0-2-0,Edge],[4:0-0-0,0-0-5]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.07 5-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.13 5-11 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.10 5-11 >999 240 Weight:49 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-4-14 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=0-3-8,2=0-8-0
Max Horz 2=99(LC 11)
Max Uplift 4=-292(LC 12),2=-411(LC 12)
Max Grav 4=541(LC 1),2=629(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-850/810,3-4=-854/836
BOT CHORD 2-5=-627/721,4-5=-627/721
WEBS 3-5=-69/312
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-0-0,Exterior(2R)7-0-0
to 10-0-0,Interior(1)10-0-0 to 13-7-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been
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) electronically signed and
4=292,2=411. sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961663
77522 F Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:52 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-sN5n2NSni 1 fAuvoZCGskolJuj 1 YClufDgVaLNEzGvvT
1 4-0 5-0-0 6-4-0 10-8-0
1 4-0 5-0-0 1-4-0 4-4-0
Scale=1:19.5
4x4=
4x4
3 4
5.00 12 17
5 3x4
u�
16 N
6
2 I
1
8 7
2x3 11 2x3 11
3x4= 3x4 11
5-0-0 6-4-0 10-8-0
5-0-0 1-4-0 4-4-0
Plate Offsets(X,Y)-- [6:0-2-1,0-0-11]
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 0.26 Vert(LL) -0.03 8-15 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.06 8-15 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.05 8-15 >999 240 Weight:45 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing.
WEBS 2x4 SP No.3
SLIDER Right 2x4 SP No.3-t 2-6-0
REACTIONS. (size) 6=Mechanical,2=0-8-0
Max Horz 2=75(LC 11)
Max Uplift 6=-226(LC 12),2=-348(LC 12)
Max Grav 6=422(LC 1),2=512(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-639/678,3-4=-621/713,4-6=-635/705
BOT CHORD 2-8=-539/553,7-8=-537/556,6-7=-531/549
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-0-0,Exterior(2E)5-0-0
to 10-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been
will fit between the bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections. electronically signed and
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) sealed by Reviewed, PE
6=226,2=348. using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961664
77522 F1 Common 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:25:58 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-hXS2JQWYHtQJcgGjYXz82ZZtxSZDibZ6CR1 fbtzGvvN
5-8-0 10-8-0
5-8-0 5-0-0
Scale=1:18.2
4x5—
2
5.00 F12
15
14 3 3x4
13
oi
1 O
5
2x3
3x4=
3x4 11
5-8-0 10-8-0
5-8-0 5-0-0
Plate Offsets(X,Y)-- [1:0-1-14,0-0-2],[4:0-1-13,0-0-15]
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 0.34 Vert(LL) -0.03 5-8 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.07 5-8 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.06 5-8 >999 240 Weight:40 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-10-12 oc bracing.
WEBS 2x4 SP No.3
SLIDER Right 2x4 SP No.3-t 2-6-0
REACTIONS. (size) 1=0-8-0,4=Mechanical
Max Horz 1=65(LC 11)
Max Uplift 1=-233(LC 12),4=-233(LC 12)
Max Grav 1=427(LC 1),4=427(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-636/742,2-4=-615/767
BOT CHORD 1-5=-578/548,4-5=-578/548
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-8-0,Exterior(2R)5-8-0 to
8-8-0,Interior(1)8-8-0 to 10-8-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been
will fit between the bottom chord and any other members.
6)Refer to girder(s)for truss to truss connections. electronically signed and
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) sealed by Reviewed, PE
1=233,4=233. using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961665
77522 FGEA FLOOR 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:08 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-OS3gPrepwygupN 1 e8d9USgzb1U 1 Y24raW_SBxlzGvvD
20-10-15
20-10-15
Scale=1:34.1
7x8=
1 2 3 26 27 28 4 5 6 7 8 9 10 11 12
25 24 23 22 21 20 19 18 17 16 15 14 13
2x3 11 2x3 11 2x3 11 2x3 11 2x3 11 2x3 11 3x6= 2x3 11 2x3 11 2x3 11 2x3 11
20-10-15
20-10-15
Plate Offsets(X,Y)-- [5:0-4-0,0-4-8]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 13 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-R Weight:181 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-10-15.
(lb)- Max Grav All reactions 250 lb or less at joint(s)13 except 25=528(LC 1),24=1293(LC 1),23=2046(LC 1),
22=2059(LC 1),21=1214(LC 1),20=1374(LC 1),19=1341(LC 1),17=1351(LC 1),16=1333(LC 1),15=1412(LC 1),
14=1022(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-25=-525/0
WEBS 2-24=-1277/0,3-23=-2033/0,4-22=-2045/0,5-21=-1201/0,6-20=-1360/0,7-19=-1327/0,
8-17=-1337/0,9-16=-1320/0,10-15=-1397/0,11-14=-1022/0
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)The Fabrication Tolerance at joint 18=20%
5)Gable requires continuous bottom chord bearing. This Item has been
6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means. electronically Signed and
sealed by Reviewed, PE
LOAD CASE(S) Standard using a Digital Signature.
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Printed copies of this
Uniform Loads(plf)
Vert:1-26=-667,26-28=-67,12-28=-667,13-25=-7 document are not considered
Concentrated Loads(lb) signed and sealed and the
Vert:27=-1600 signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961666
77522 FGEB FLOOR 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:12 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-HDILFChK_BBKI_KPNTDQcW8G15PU_upAQcQP54zGvv9
12-2-15
12-2-15
Scale=1:19.9
1 2 3 15 16 17 4 5 6 7
.l.'.
14 13 12 11 10 9 8
2x3 11 2x3 2x3 11 2x3 11 2x3 11
12-2-15
12-2-15
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.00 8 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-R Weight:106 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 12-2-15.
(lb)- Max Grav All reactions 250 lb or less at joint(s)except 14=541(LC 1),8=591(LC 1),13=1278(LC 1),12=2048(LC
1),11=2066(LC 1),10=1175(LC 1),9=1551(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-14=-532/0,7-8=-584/0
WEBS 2-13=-1268/0,3-12=-2033/0,4-11=-2053/0,5-10=-1161/0,6-9=-1537/0
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard This item has been
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf) electronically signed and
Vert:1-15=-667,15-17=-67,7-17=-667,8-14=-7 sealed by Reviewed, PE
Concentrated Loads(lb) using a Digital Signature.
Vert:16=-1600 Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961667
77522 FGEC FLOOR 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:13 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-IQsjTYiylUJBv8vbwBkf9khSwVkfjLTJfGAydWzGvv8
7-6-7
7-6-7
Scale=1:14.2
1 3x4 11 2 3x4 11 3 3x4 11 4 3x4 11 11 12 5 3x4 11
Ll
10 9 8 7 6
3x4 11 2x3 2x3 11 2x3 11 3x4 11
7-6-7
7-6-7
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(CT) 0.00 6 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-R Weight:66 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 7-6-7.
(lb)- Max Grav All reactions 250 lb or less at joint(s)except 10=552(LC 1),6=1359(LC 1),9=1486(LC 1),8=1370(LC
1),7=1842(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-10=-539/0,5-6=-1354/0
WEBS 2-9=-1472/0,3-8=-1348/0,4-7=-1825/0
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Gable requires continuous bottom chord bearing.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf) This item has been
Vert:1-11=-700,5-11=-100,6-10=-10 electronically signed and
Concentrated Loads(lb) sealed by Reviewed, PE
Vert:12=-1900 using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961668
77522 FLA HALF HIP 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:14 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-DcQ5gujaWoR2XIUoUuFuhxDWcvs7SdcSuwvV9yzGvv7
1 -1-4-0 , 1-5-0 ,2-2-0, 4-9-7 7-1-6 9-5-5 , 12-0-12 14-0-12 , 16-8-3 , 19-0-2 , 23-11-8
1-4-0 1-5-0 0-9-0 2-7-7 2-3-15 2-3-15 2-7-7 2-0-0 2-3-15 4-11-6
Scale=1:42.5
3x5=
5.00 12 4x8 3x6 2x3 1 3x4 2x3 11 2x3 11 5x8 MT18HS= 2x3 11 4x10 3x4 11
= = =
4 M 5 27 6 7 8 28 9 10 11 12 29 13 14
5�1 2
0
21 20 19 18 17 16 15
3x6= 3x4= 4x8= 5x12 MT18HS— 3x4= 3x5= 4x10= 6x8=
1-5-0 2-2-0 7-1-6 9-5-5 12-0-12 14-0-12 19-0-2 21-4-1 23-11-8
1-5-0 0-9-0 4-11-6 2-3-15 2-7-7 2-0-0 4-11-6 2-3-15 2-7-7
Plate Offsets(X,Y)-- [2:0-0-6,0-0-0],[10:0-4-0,Edge],[16:0-2-0,0-2-0]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.53 18-20 >537 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -1.06 18-20 >268 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.92 Horz(CT) 0.13 15 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.89 18-20 >322 240 Weight:110 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins,
BOT CHORD 2x4 SP M 31 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-8-4 oc bracing.
REACTIONS. (size) 15=0-3-8,2=0-8-0
Max Horz 2=72(LC 12)
Max Uplift 15=-811(LC 9),2=-1073(LC 8)
Max Grav 15=1140(LC 1),2=1515(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3206/2362,3-5=-2871/2132,5-6=-5683/3887,6-7=-5683/3887,7-8=-6396/4276,
8-9=-6396/4276,9-11=-6396/4276,11-12=-4137/2872,12-13=-4137/2872
BOT CHORD 2-21=-2132/2871,20-21=-3188/4504,18-20=-4307/6334,17-18=-4276/6396,
16-17=-3750/5408,15-16=-1708/2382
WEBS 3-21=-454/761,9-17=-301/238,5-21=-1791/1199,5-20=-802/1299,7-20=-723/547,
11-1 7=-733/1072,11-16=-1393/978,13-16=-1275/1922,13-15=-2485/1791
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-3-12,Exterior(2R)1-5-0
to 5-7-15,Interior(1)5-7-15 to 23-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)All plates are MT20 plates unless otherwise indicated. sealed by Reviewed, PE
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
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 Printed copies of this
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 811 lb uplift at joint 15 and 1073 lb uplift document are not considered
at joint 2. signed and sealed and the
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Signature must be Verified
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 306 lb up at on any electronic copies.
1-9-0 on top chord. The design/selection of such connection device(s)is the responsibility of others.
Julius Lee PE No.34869
LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961668
77522 FLA HALF HIP 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:14 2021 Page 2
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-DcQ5gujaWoR2XIUoUuFuhxDWcvs7SdcSuwvV9yzGvv7
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-3=-40,3-4=-80,3-14=-80,15-22=-13
Concentrated Loads(Ib)
Vert:25=-400
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 1408 LONE PINE DR/KHOUR
T23961669
77522 FLB HALF HIP 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:17 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-d B5E IwlSpjpdOIDN90pbJar096tBf_2vau8AmHzGvv4
i -1-4-0 , 1-5-0 ,2-2-0 4-9-7 , 7-1-6 , 8-10-0 9-5-� 12-0-12 , 14-0-12 , 16-8-3 17-5-1$ 20-7-12 , 23-11-8
1-4-0 1-5-0 0-9-0 2-7-7 2-3-15 1-8-10 7- 2-7-7 2-0-0 2-7-7 0-9-9 3-2-0 3-3-12
Scale=1:41.2
5.00 12 4x5 2x3 11 2x3 11 4x5= 3x6= 2x3 11
4 28 5 27 6 7 8 28 9 10 11 12 13
0
1 2
21 20 19 18 17 16 15 14
3x8= 5x8 WB= 2x3 6x8=
1-5-0 7-1-6 9-5-5 12-0-12 14-0-12 17-5-12 20-7-12 23-11-8
1-5-0 0-9-0 4-11-6 2-3-15 2-7-7 2-0-0 3-5-0 3-2-0 3-3-12
Plate Offsets(X,Y)-- [2:0-0-14,Edge)
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.23 18-20 >928 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.46 18-20 >458 240
BCLL 0.0 * Rep Stress Incr NO WB 0.94 Horz(CT) 0.05 16 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.39 18-20 >535 240 Weight:112 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 14=0-3-8,2=0-8-0,16=0-3-8
Max Horz 2=72(LC 12)
Max Uplift 14=-39(LC 9),2=-814(LC 8),16=-1052(LC 9)
Max Grav 14=27(LC 8),2=1105(LC 1),16=1541(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2197/1689,3-5=-1954/1518,5-6=-2996/2114,6-7=-2996/2114,7-8=-1362/903,
8-9=-1362/903,9-11=-1 104/1595,11-12=-1104/1595,12-13=-292/362
BOT CHORD 2-21=-1 518/1954,20-21=-1 971/2687,18-20=-1885/2708,17-18=-903/1362,
16-17=-903/1362,15-16=-362/292
WEBS 8-18=-204/314,9-17=-199/334,7-18=-1461/1095,9-16=-3104/2107,3-21=-198/361,
5-21=-820/580,5-20=-164/351,7-20=-251/315,13-15=-408/319,12-16=-1298/882
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-3-12,Exterior(2R)1-5-0
to 5-7-15,Interior(1)5-7-15 to 23-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60 This item has been
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. electronically signed and
4)Provide adequate drainage to prevent water ponding. sealed by Reviewed, PE
5)All plates are 3x4 MT20 unless otherwise indicated. using a Digital Signature.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COp12S Of this
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. document are not Considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 14,814 lb uplift at signed and sealed and the
joint 2 and 1052 lb uplift at joint 16. signature must be verified
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. On any electronic copies.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 306 lb up at
1-9-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961669
77522 FLB HALF HIP 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:17 2021 Page 2
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-d B5E IwlSpjpdOIDN90pbJar096tBf_2vau8AmHzGvv4
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-3=-40,3-4=-80,3-13=-80,14-22=-13
Concentrated Loads(lb)
Vert:25=-400
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 1408 LONE PINE DR/KHOUR
T23961670
77522 FLC HALF HIP 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:19 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-aZDJbnjLK3Ld3M I H Rr3O?wMhwYj6uaC1 CdGgAzGvv2
-1-4-0 , 2-9-0 , 5-2-11 , 7-4-14 12-0-12 14-0-12 , 16-8-3 , 19-0-2 , 23-11-8
1-4-0 2-9-0 2-5-11 2-2-3 4-7-14 2-0-0 2-7-7 2-3-15 4-11-6
Scale=1:43.2
=
5.00 12 6x8= 3x5
3x6—_ 2x3 11 3x4— 2x3 11 2x3 11 5x8 MT18HS= 2x3 11 4x10—_ 3x4 11
3 25 4 265 6 7 27 8 9 10 11 28 12 13
24
Iv
0
20 19 18 17 16 15 14
3x6= 3x12= 3x10= 5xl2 MT18HS— 3x4= 3x5= 4x10= 6x8=
2-9-01
7-4-14 9-7-9 12-0-12 14-0-12 19-0-2 21-4-1 23-11-8
2-9-0 4-7-14 2-2-3 2-5-11 2_ _6
4-11-6 2-3-15 2-7-7
Plate Offsets(X,Y)-- [2:0-0-6,0-0-0],[9:0-4-0,Edge],[15:0-1-12,0-2-0]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.55 17-19 >523 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -1.10 17-19 >261 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.93 Horz(CT) 0.14 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.92 17-19 >311 240 Weight:109 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins,
BOT CHORD 2x4 SP M 31 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing.
REACTIONS. (size) 14=0-3-8,2=0-8-0
Max Horz 2=72(LC 12)
Max Uplift 14=-823(LC 9),2=-957(LC 8)
Max Grav 14=1155(LC 1),2=1411(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3369/2269,3-4=-3136/2132,4-5=-6014/4028,5-6=-6014/4028,6-7=-6541/4395,
7-8=-6541/4395,8-10=-6541/4395,10-11=-4203/2925,11-12=-4203/2925
BOT CHORD 2-20=-2128/3132,19-20=-3448/5040,17-19=-4389/6560,16-17=-4395/6541,
15-16=-3830/5508,14-15=-1735/2416
WEBS 3-20=-480/784,8-16=-312/244,4-20=-2079/1433,4-19=-663/1086,6-19=-613/470,
10-16=-763/1122,10-15=-1430/992,12-15=-1303/1957,12-14=-2521/1819
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-9-0,Exterior(2R)2-9-0
to 6-11-15,Interior(1)6-11-15 to 23-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)All plates are MT20 plates unless otherwise indicated. sealed by Reviewed, PE
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
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 Printed copies of this
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 823 lb uplift at joint 14 and 957 lb uplift document are not considered
at joint 2. signed and sealed and the
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 306 lb up at signature must be verified
3-1-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. On any electronic copies.
LOAD CASE(S) Standard Julius Lee PE No.34869
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 MiTek USA,Inc.FL Cert 6634
Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610
Vert:1-3=-40,3-13=-80,14-21=-13 Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961670
77522 FLC HALF HIP 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:19 2021 Page 2
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-aZDJbnjLK3Ld3M I H Rr3O?wMhwYj6uaC1 CdGgAzGvv2
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:25=400
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 1408 LONE PINE DR/KHOUR
T23961671
77522 FLD ROOF SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:20 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-2mnNxxnL6eBBFDxxr9MIxCTXRKuyrLgLGsMgNczGvv1
1-4-0 2-8-0 2-�-0 5-2-11 , 7-4-14 12-0-12 14-0-12 , 16-8-3 , 19-0-2 , 23-11-8
1-4-0 2-8-0 0-9'-0 2-5-11 2-2-3 4-7-14 2-0-0 2-7-7 2-3-15 4-11-6
Scale=1:43.2
=
5.00 12 6x8= 3x5
3x6—_ 2x3 11 3x4— 2x3 11 2x3 11 5x8 MT18HS= 2x3 11 4x10—_ 3x4 11
3 25 4 265 6 7 27 8 9 10 11 28 12 13
24 151
y�1 2 Iv
0
20 19 18 17 16 15 14
3x6= 3x12= 3x10= 5xl2 MT18HS— 3x4= 3x5= 4x10= 6x8=
2- -0 7-4-14 9-7-9 12-0-12 14-0-12 19-0-2 2134-1 23-11-8
2-8-0 0- -0 4-7-14 2-2-3 2-5-11 2-0-0 4-11-6 2- -15 2-7-7
Plate Offsets(X,Y)-- [2:0-0-6,0-0-0],[9:0-4-0,Edge],[15:0-1-12,0-2-0]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.55 17-19 >523 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(CT) -1.10 17-19 >261 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.93 Horz(CT) 0.14 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.92 17-19 >311 240 Weight:109 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins,
BOT CHORD 2x4 SP M 31 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-7-13 oc bracing.
REACTIONS. (size) 14=0-3-8,2=0-8-0
Max Horz 2=72(LC 12)
Max Uplift 14=-823(LC 9),2=-957(LC 8)
Max Grav 14=1155(LC 1),2=1411(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3369/2269,3-4=-3136/2132,4-5=-6014/4028,5-6=-6014/4028,6-7=-6541/4395,
7-8=-6541/4395,8-10=-6541/4395,10-11=-4203/2925,11-12=-4203/2925
BOT CHORD 2-20=-2128/3132,19-20=-3448/5040,17-19=-4389/6560,16-17=-4395/6541,
15-16=-3830/5508,14-15=-1735/2416
WEBS 3-20=-480/784,8-16=-312/244,4-20=-2079/1433,4-19=-663/1086,6-19=-613/470,
10-16=-763/1122,10-15=-1430/992,12-15=-1303/1957,12-14=-2521/1819
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-9-0,Exterior(2R)2-9-0
to 6-11-15,Interior(1)6-11-15 to 23-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)All plates are MT20 plates unless otherwise indicated. sealed by Reviewed, PE
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. using a Digital Signature.
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 Printed copies of this
will fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 823 lb uplift at joint 14 and 957 lb uplift document are not considered
at joint 2. signed and sealed and the
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 306 lb up at signature must be verified
3-1-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. On any electronic copies.
LOAD CASE(S) Standard Julius Lee PE No.34869
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 MiTek USA,Inc.FL Cert 6634
Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610
Vert:1-3=-40,3-13=-80,14-21=-13 Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961671
77522 FLD ROOF SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:20 2021 Page 2
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-2mnNxxnL6eBBFDxxr9MIxCTXRKuyrLgLGsMgNczGvv1
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:25=400
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 1408 LONE PINE DR/KHOUR
T23961672
77522 FLE HALF HIP 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:21 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-WyL18HozsyJ2tNW80suXTQ016kF_aoGUVW6Nv2zGw0
1-4-0 2-9-0 5-2-11 7-4-14 12-0-12 14-0-12 , 15-10-2 , 17-7-8
1-4-0 2-9-0 2-5-11 2-2-3 4-7-14 2-0-0 1-9-6 1-9-6
Scale=1:32.3
4x5=
5.00 12 3x4— 2x3 3x4— 2x3 2x3 4x6— 3x4
3 21 4 22 23 5 6 7 8 9 10
20
0
2 Y
16 15 14 13 12
11
3x5— 3x12= 3x8= 5x8 WB— 3x4= 3x8= 6x8—
2-9-0 7-4-14 9-7-1 12-0-12 14-0-12 17-7-8
2-9-0 4-7-14 2-2-3 2-5-11 2-0-0 3-6-12
Plate Offsets(X,Y)-- [3:0-2-0,0-0-12],[12:0-3-8,0-1-8]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.23 13-15 >919 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.46 13-15 >455 240
BCLL 0.0 * Rep Stress Incr NO WB 0.86 Horz(CT) 0.06 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.41 13-15 >510 240 Weight:82 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins,
BOT CHORD 2x4 SP M 30*Except* except end verticals.
11-14:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 11=0-3-8,2=0-8-0
Max Horz 2=72(LC 12)
Max Uplift 11=-649(LC 9),2=-764(LC 8)
Max Grav 11=876(LC 1),2=1099(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2543/2040,3-4=-2366/1921,4-5=-3883/3042,5-6=-3883/3042,6-7=-2773/2099,
7-8=-2773/2099,8-9=-2773/2099
BOT CHORD 2-16=-1916/2362,15-16=-2875/3530,13-15=-2920/3757,12-13=-2099/2773,
11-12=-991/1256
WEBS 3-16=-318/471,8-12=-664/531,9-11=-1475/1168,9-12=-1355/1799,4-16=-1279/1040,
4-15=-293/400,6-13=-1078/900
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-9-0,Exterior(2R)2-9-0
to 6-11-15,Interior(1)6-11-15 to 17-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate This item has been
grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and
to the use of this truss component. Sealed by Reviewed, PE
4)Provide adequate drainage to prevent water ponding. using a Digital Signature.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COp12S Of this
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. document are not Considered
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 649 lb uplift at joint 11 and 764 lb uplift signed and sealed and the
at joint 2. signature must be verified
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 358 lb up at on any electronic copies.
3-1-0 on top chord. The design/selection of such connection device(s)is the responsibility of others.
Julius Lee PE No.34869
LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961672
77522 FLE HALF HIP 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:21 2021 Page 2
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-WyL18HozsyJ2tNW80suXTQ016kF_aoGUVW6Nv2zGvv0
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-3=-40,3-10=-80,11-17=-13
Concentrated Loads(Ib)
Vert:21=-400
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 1408 LONE PINE DR/KHOUR
T23961673
77522 FLF ROOF SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:23 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-SLTVZzgDOZZm6ggW W Hw?Zr55cXxS2imnygbUzxzGvv_
1-4-0 2-8-0 2-�-0 5-2-11 7-4-14 12-0-12 14-0-12 , 15-10-2 , 17-7-8
1-4-0 2-8-0 0-h'-0 2-5-11 2-2-3 4-7-14 2-0-0 1-9-6 1-9-6
Scale=1:32.3
4x5=
5.00 12 3x4— 2x3 3x4— 2x3 2x3 4x6—_ 3x4
3 21 4 22 23 5 6 7 8 9 10
20
0
2 Y
16 15 14 13 12
11
3x5— 3x12= 3x8= 5x8 WB— 3x4= 3x8= 6x8—
2- -0 7-4-14 9-7-1 12-0-12 14-0-12 17-7-8
2-8-0 0- -0 4-7-14 2-2-3 2-5-11 2-0-0 3-6-12
Plate Offsets(X,Y)-- [3:0-2-0,0-0-12],[12:0-3-8,0-1-8]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.23 13-15 >919 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.46 13-15 >455 240
BCLL 0.0 * Rep Stress Incr NO WB 0.86 Horz(CT) 0.06 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.41 13-15 >510 240 Weight:82 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins,
BOT CHORD 2x4 SP M 30*Except* except end verticals.
11-14:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-2-12 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 11=0-3-8,2=0-8-0
Max Horz 2=72(LC 12)
Max Uplift 11=-649(LC 9),2=-764(LC 8)
Max Grav 11=876(LC 1),2=1099(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2543/2040,3-4=-2366/1921,4-5=-3883/3042,5-6=-3883/3042,6-7=-2773/2099,
7-8=-2773/2099,8-9=-2773/2099
BOT CHORD 2-16=-1916/2362,15-16=-2875/3530,13-15=-2920/3757,12-13=-2099/2773,
11-12=-991/1256
WEBS 3-16=-318/471,8-12=-664/531,9-11=-1475/1168,9-12=-1355/1799,4-16=-1279/1040,
4-15=-293/400,6-13=-1078/900
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-9-0,Exterior(2R)2-9-0
to 6-11-15,Interior(1)6-11-15 to 17-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate This item has been
grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and
to the use of this truss component. Sealed by Reviewed, PE
4)Provide adequate drainage to prevent water ponding. using a Digital Signature.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COp12S Of this
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. document are not Considered
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 649 lb uplift at joint 11 and 764 lb uplift signed and sealed and the
at joint 2. signature must be verified
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 358 lb up at on any electronic copies.
3-1-0 on top chord. The design/selection of such connection device(s)is the responsibility of others.
Julius Lee PE No.34869
LOAD CASE(S) Standard MiTek USA,Inc.FL Cert 6634
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961673
77522 FLF ROOF SPECIAL 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:23 2021 Page 2
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-SLTVZzgDOZZm6ggW W Hw?Zr55cXxS2imnygbUzxzGvv_
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-3=-40,3-10=-80,11-17=-13
Concentrated Loads(Ib)
Vert:21=-400
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 1408 LONE PINE DR/KHOUR
T23961674
77522 FLG FLOOR 6 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:24 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-wX1 tmJgr9thdkgFj4_RE52eOLxTCnHBxBUK1 VNzGvuz
2-6-12 4-11-12 7-6-8
2-6-12 2-5-0 2-6-12
Scale=1:14.2
3x4= 3x4=
1 3x4= 2 2x3 3 4
Ll
3x8= 3x4=
8 7 6
3x4 11 3x4
2-6-12 4-11-12 7-6-8
2-6-12 2-5-0 2-6-12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) -0.02 6-7 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.14 Vert(CT) -0.02 6-7 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-MP Weight:37 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 8=Mechanical,5=0-3-8
Max Grav 8=399(LC 1),5=399(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-8=-380/0,1-2=-639/0,2-3=-639/0,3-4=-642/0,4-5=-381/0
BOT CHORD 6-7=0/642
WEBS 1-7=0/696,2-7=-257/0,3-6=-257/0,4-6=0/699
NOTES-
1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961675
77522 FLH FLOOR 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:27 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-L6i0PLtkSo4Cbl_117yjhGtA8Py_YONtRZh5izGvuw
2-10-6 5-6-15 8-3-9 11-0-2 13-10-8
2-10-6 2-8-10 2-8-10 2-8-10 2-10-6
Scale=1:23.4
2x3 11 3x4= 3x8=
1 3x8= 2 3x4= 3 3x4= 4 5 6
12 11 10 9 8 3x8=
3x4 3x8= 3x4= 3x8= 3x4
2-10-6 5-6-15 B-3-9 11-0-2 13-10-8
2-10-6 2-8-10 2-8-10 2-8-10 2-10-6
Plate Offsets(X,Y)-- [8:0-3-8,0-1-8],[11:0-3-8,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) -0.12 9-10 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(CT) -0.16 9-10 >999 360
BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.02 7 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-MS Weight:67 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 12=Mechanical,7=0-3-8
Max Grav 12=747(LC 1),7=747(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-12=-708/0,1-2=-1555/0,2-3=-2324/0,3-4=-2322/0,4-5=-2322/0,5-6=-1556/0,
6-7=-709/0
BOT CHORD 10-11=0/1555,9-10=0/2324,8-9=0/1556
WEBS 1-11=0/1578,2-11=-563/0,2-10=0/824,3-10=-267/0,4-9=-267/0,5-9=0/821,
5-8=-563/0,6-8=0/1579
NOTES-
1)Refer to girder(s)for truss to truss connections.
2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961676
77522 G Roof Special 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:39 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-_QRYwROGd UaV18ubSeCmCDmtL_ZYoyf8eJTKX?zGvuk
1 4-0 4-0-0 6-0-0 , 7-8-0 , 9-4-0 y-8-Q 15-4-0
1 4-0 4-0-0 2-0-0 1-8-0 1-8-0 4- 5-8-0
Scale=1:28.4
2-0-0 6-0-0
3x6=
2x3
4x8= 4x4 5 4x4
4x4=
5.00 12 3 4 6 7 8
16
15
0
N
2
11 10 9
2x3 11 3x10= 3x6 11
3x4=
4-0-0 6-0-0 9-4-0 Q-8-Q 15-4-0
4-0-0 2-0-0 3-4-0 -4- 5-8-0
Plate Offsets(X,Y)-- [3:0-5-4,0-2-0],[5:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.05 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.10 10-11 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.08 10-11 >999 240 Weight:76 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
4-5,5-6:2x4 SP No.3 except end verticals.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-1-9 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 9=Mechanical,2=0-8-0
Max Horz 2=147(LC 12)
Max Uplift 9=-411(LC 9),2=-457(LC 12)
Max Grav 9=604(LC 1),2=691(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1203/1070,4-5=-210/275,5-6=-223/303,3-4=-1326/1263,4-6=-1133/1028,
6-7=-1326/1279,7-8=-1326/1279,8-9=-546/582
BOT CHORD 2-11=-1061/1078,10-11=-1060/1088
WEBS 3-10=-243/362,7-10=-356/497,8-10=-1270/1314
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-8-0,Exterior(2E)7-8-0
to 9-3-10,Interior(1)4-0-0 to 15-2-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. This Item has been
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and
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 sealed by Reviewed, PE
will fit between the bottom chord and any other members. using a Digital Signature.
7)Refer to girder(s)for truss to truss connections. Printed COp12S Of this
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 411 lb uplift at joint 9 and 457 lb uplift at
joint 2. document are not considered
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. signed and Sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961677
77522 GEH Common Supported Gable 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:41 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-woYJL72W95gDGR2_Z3EEHerHtol5G 1 CR5dyRbuzGvui
1 4-0 2-0-0 4-0-0 6-0-0 8-0-0 9-4-0
1 4-0 2-0-0 2-0-0 2-0-0 2-0-0 1-4-0
Scale=1:19.7
4x4=
4
5.00 12
2x3 11 52x3 11
3 12
11
6
2
7 Io
1
10 9 8
3x4= 2x3 11 20 11 2x3 11 3x4=
2-0-0 6-0-0 8-0-0
2-0-0 4-0-0 2-0-0
Plate Offsets(X,Y)-- [2:0-2-0,Edge],[6:0-2-0,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 0.16 Vert(LL) -0.01 7 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.01 7 n/r 90
BCLL 0.0 * Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:33 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. All bearings 8-0-0.
(lb)- Max Horz 2=63(LC 11)
Max Uplift All uplift 100 lb or less atjoint(s)9,8,10 except 2=-197(LC 12),6=-197(LC 12)
Max Grav All reactions 250 lb or less at joint(s)2,6,9,8,10
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 5-8=-198/301,3-10=-198/301
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=2ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3E)-1-4-0 to 1-8-0,Exterior(2N)1-8-0 to 4-0-0,Corner(3R)4-0-0
to 7-0-0,Exterior(2N)7-0-0 to 9-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 oc. This item has been
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically signed and
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 sealed by Reviewed, PE
will fit between the bottom chord and any other members. using a Digital Signature.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,8,10 except Printed copies Of this
(jt=lb)2=197,6=197. p
10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,6. document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961678
77522 GFA ROOF SPECIAL GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:45 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-paopAU50DKLel3MIovJASU?pRPQiCet00FwekfzGvue
1 -1-4-0 , 1-4-0 , 2-9-0 ,3-8-4 6-5-12 9-1-8 12-0-12 14-0-12 , 16-8-3 , 19-0-2 , 23-11-8
1-4-0 1-4-0 1-5-0 0-11-4 2-9-8 2-7-12 2-11-4 2-0-02-3-15 4-11-6
Scale=1:43.2
2x3
10x18 MT18HS= 3x5=
5.00 F12 5x8 MT18HS= 5x8 MT18HS= 3x5= 3x8= 2x3 2x3 5x8 MT18HS= 2x3 4x10— 3x4
5 6 7 8 29 9 30 10 11 12 13 31 14 15
3 28
�1 2
32 24 23 22 21 20 19 18 17 16
4x5= 3x5= 3x4= 5x12 MT18HS— 3x4= 3x5= 4x10= 6x8=
2x3 11
1-4-0 2-9-0 3-8-4 6-5-12 9-1-8 12-0 12 14-0-12 19-0-2 21-4-1 23-11-8
1-4-0 1-5-0 0-11-4 2-9-8 2-7-12 2-11-4 2-0-0 4-11-6 2-3-15 2-7-7
Plate Offsets(X,Y)-- [4:0-6-4,Edge],[5:0-1-12,Edge],[11:0-4-0,Edge],[17:0-1-12,0-2-0]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.55 19-21 >515 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -1.11 19-21 >257 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.94 Horz(CT) 0.13 16 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.94 19-21 >305 240 Weight:111 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-1-13 oc purlins,
BOT CHORD 2x4 SP M 31 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 3-8-5 oc bracing.
4-24:2x6 SP No.2,5-24:2x8 SP 240OF 2.OE,3-24:2x4 SP M 30
REACTIONS. (size) 16=0-3-8,2=0-8-0
Max Horz 2=55(LC 32)
Max Uplift 16=-737(LC 5),2=-1028(LC 4)
Max Grav 16=1037(LC 1),2=1513(LC 36)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3464/2295,3-4=-6292/4231,5-6=-3749/2559,6-7=-3749/2559,7-8=-5614/3845,
8-9=-6406/4329,9-10=-6406/4329,10-12=-6406/4329,12-13=-4049/2823,
13-14=-4049/2823
BOT CHORD 2-24=-2091/3168,23-24=-2559/3749,22-23=-3845/5614,21-22=-4279/6414,
19-21=-4279/6414,18-19=-4329/6406,17-18=-3742/5365,16-17=-1612/2245
WEBS 10-18=-297/240,12-18=-790/1129,12-17=-1442/1008,14-17=-1326/1977,
14-16=-2348/1695,4-24=-2357/1564,4-5=-3641/2509,6-23=-209/361,7-23=-2152/1475,
7-22=-266/420,8-22=-882/638,3-24=-2313/3378
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 This item has been
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. electronically signed and
4)Provide adequate drainage to prevent water ponding. Sealed by Reviewed, PE
5)All plates are MT20 plates unless otherwise indicated. using a Digital Signature.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COp12S Of this
7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. document are not Considered
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) signed and sealed and the
16=737,2=1028. signature must be verified
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 306 lb up at on any electronic copies.
3-0-10,and 165 lb down and 75 lb up at 2-3-8,and 48 lb down and 13 lb up at 2-8-3 on top chord,and 110 lb down and 75 lb up at
1-4-0,and 31 lb down and 7 lb up at 2-8-3 on bottom chord. The design/selection of such connection device(s)is the responsibility Julius Lee PE No.34869
Of others. MiTek USA,Inc.FL Cart 6634
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 6904 Parke East Blvd.Tampa FL 33610
Date:
LOAD CASE(S) Standard May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961678
77522 GFA ROOF SPECIAL GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:45 2021 Page 2
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-paopAU50DKLel3MIovJASU?pRPQiCet00FwekfzGvue
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-2=-40,2-3=-80,3-4=-80,5-31=-80,15-31=-40,16-25=-13
Concentrated Loads(lb)
Vert:5=-400 24=5(F)32=35(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 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 1408 LONE PINE DR/KHOUR
T23961679
77522 GFB ROOF SPECIAL GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:47 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-IywabA6H IxbM_MV8wKLeXv5BLC7wgZvJUZPIpYzGvuc
3-8-4
-1-4-0 14-0 2-9-0 2-10-0 6-5-12 9-1-8 12-0-12 14-0-12 15-10-2 17-7-8
14-0 1_. 1-5-0 0-1-0 2-9-8 2-7-12 2-11-4 2-0-0 1-9-6 1-9-6
0-10-4
Scale=1:32.3
3x5=
4x8= 3x4= 2x3 11 3x5= 2x3 II 4x6—_ 3x4 II
5.00 F12 5x6= 5 6 7 8 23 9 10 11 12
3 4x12—
2
24 19 18 17 16 15 14
3 4x4— 4x12= 2x3 11 3x5= 4x8= 2x3 3x8= 6x8—
3-8-4
14-0 2-9-0 2-19-0 6-5-12 9-1-8 12-0.12 14-0-12 17-7-8
1-4-0 1-5-0 0-h 0 2-9-8 2-7-12 2-114 2-0-0 3-6-12
0-10-4
Plate Offsets(X,Y)-- [2:0-1-10,Edge],[3:0-3-12,0-2-8],[4:0-2-4,Edge],[5:0-1-12,Edge],[14:0-3-8,0-1-8],[19:0-4-12,0-1-12]
LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.23 15-16 >901 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.47 15-16 >451 240
BCLL 0.0 * Rep Stress Incr NO WB 0.84 Horz(CT) 0.06 13 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.42 15-16 >497 240 Weight:82 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-13 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-6-3 oc bracing.
5-19:2x8 SP 240OF 2.OE,3-19:2x4 SP M 30
REACTIONS. (size) 13=0-3-8,2=0-8-0
Max Horz 2=55(LC 8)
Max Uplift 13=-646(LC 5),2=-781(LC 4)
Max Grav 13=866(LC 1),2=1150(LC 36)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2551/1681,3-4=-4664/3279,5-6=-2770/1952,6-7=-3695/2653,7-8=-3841/2811,
8-9=-3841/2811,9-10=-2730/2017,10-11=-2730/2017
BOT CHORD 2-19=-1528/2330,18-19=-1952/2770,17-18=-1952/2770,16-17=-2653/3695,
15-16=-2017/2730,14-15=-2017/2730,13-14=-932/1236
WEBS 9-15=-268/230,10-14=-639/503,11-13=-1454/1102,11-14=-1287/1771,4-19=-1661/1201,
4-5=-2605/1859,6-17=-909/1141,7-17=-338/309,8-16=-328/291,9-16=-918/1193,
3-19=-1875/2564
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific This item has been
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. electronically Signed and
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Sealed by Reviewed, PE
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 using a Digital Signature.
will fit between the bottom chord and any other members. Printed COp12S Of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
13=646,2=781. document are not considered
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 306 lb up at signed and sealed and the
3-0-10,and 169 lb down and 82 lb up at 1-4-0,and 52 lb down and 13 lb up at 2-5-8 on top chord,and 110 lb down and 75 lb up at signature must be verified
1-4-0,and 31 lb down and 7 lb up at 2-8-3 on bottom chord. The design/selection of such connection device(s)is the responsibility on any electronic copies.
of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 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 1408 LONE PINE DR/KHOUR
T23961679
77522 GFB ROOF SPECIAL GIRDER 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:47 2021 Page 2
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-IywabA6H IxbM_MV8wKLeXv5BLC7wgZvJUZPIpYzGvuc
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-3=-40,3-4=-40,5-12=-80,13-20=-13
Concentrated Loads(lb)
Vert:5=-400 19=5(B)24=35(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 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 1408 LONE PINE DR/KHOUR
T23961680
77522 GFC HALF HIP GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:50 2021 Page 1
I D:W?smO5J2afFJhS7AMwln 1 hzH KNj-AXbiEC991 szxrgEibSvL9XjkgQCFtzemAWePPtzGvuZ
1 -1-4-0 , 1-5-0 , 4-4-3 6-9-14 , 12-0-12 14-0-12 16-8-3 , 19-0-2 , 23-11-8
1-4-0 1-5-0 2-11-3 2-5-11 5-2-14 2-0-0 2-7-7 2-3-15 4-11-6
Scale=1:43.2
3x4=
5.00 12 5x14 3x4= 2x3 II 3x4—_ 2x3 11 2x3 II 4x6= 2x3 11 3x6—_ 3x4 11
3 25 4 26 5 6 27 7 28 8 9 10 11 29 12 13
;1 2
0
21 20 19 18 17 16 15 14
4x4= 3x4 11 4x4= 3x8= 5xl2 MT18HS— 3x4= 3x4= 4x10= 5x6=
1-5-0 4-4-3 6-9-14 9-3-9 12-0-12 14 12 19-0-2 21-4-1 23-11-8
1-5-0 2-11-3 2-5-11 2-5-11 2-9-3 2-0-0 4-11-6 2-3-15 2-7-7
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[3:0-8-0,0-0-12],[9:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.39 17-19 >728 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.79 17-19 >362 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.65 Horz(CT) 0.09 14 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.66 17-19 >435 240 Weight:222 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins,
BOT CHORD 2x4 SP M 31 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing.
3-21:2x6 SP No.2
REACTIONS. (size) 14=0-3-8,2=0-8-0
Max Horz 2=108(LC 12)
Max Uplift 14=-1100(LC 9),2=-1840(LC 8)
Max Grav 14=1556(LC 1),2=2606(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4900/3407,3-4=-7154/4976,4-5=-8583/5791,5-6=-8583/5791,6-7=-9134/6072,
7-8=-9134/6072,8-1 0=-9134/6072,10-11=-5720/3943,11-12=-5720/3943
BOT CHORD 2-21=-2986/4262,20-21=-3279/4638,19-20=-4976/7154,17-19=-6210/9335,
16-17=-6072/9134,15-16=-5206/7551,14-15=-2327/3261
WEBS 8-16=-461/358,10-16=-1180/1718,10-15=-2006/1383,12-15=-1771/2694,
12-14=-3400/2440,3-20=-1842/2735,4-19=-902/1554,6-19=-820/606,6-17=-227/464,
4-20=-1124/798
NOTES-
1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to This item has been
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. electronically signed and
3)Unbalanced roof live loads have been considered for this design. Sealed by Reviewed, PE
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. using a Digital Signature.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-10-10,Exterior(2R)1-10-10 to 6-1-8,Interior(1) Printed copies of this
6-1-8 to 23-9-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 p
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific document are not considered
to the use of this truss component. signed and sealed and the
6)Provide adequate drainage to prevent water ponding. signature must be Verified
7)All plates are MT20 plates unless otherwise indicated. On any electronic copies.
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 Julius Lee PE No.34869
will fit between the bottom chord and any other members. MiTek USA,Inc.FL Cert 6634
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 6904 Parke East Blvd.Tampa FL 33610
14=1100,2=1840. Date:
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961680
77522 GFC HALF HIP GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:50 2021 Page 2
I D:W?smO5J2afFJhS7AMwln 1 hzH KNj-AXbiEC991 szxrgEibSvL9XjkgQCFtzemAWePPtzGvuZ
NOTES-
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 306 lb up at 1-10-10,and 900 lb down and 688 lb up
at 2-8-0 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=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-3=-60,3-13=-100,14-22=-20
Concentrated Loads(lb)
Vert:3=-400 25=-900
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 1408 LONE PINE DR/KHOUR
T23961681
77522 GFD HALF HIP GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:58 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnlhzHKNj-x44kvxFA9Jzop3rF372DTD279ev IbOx?magiPzGvuR
-1-4-0 1-5-0 4-3-13 6-10-15 , 9-4-15 12-0-12 14-0-12 , 15-10-2 , 17-7-8
1-4-0 1-5-0 2-10-13 2-7-1 2-6-1 2-7-13 2-0-0 1-9-6
Scale=1:32.3
5x14 3x4= 2x3 5x6= 2x3 2x3 4x4—_ 3x4
5.00 12
3 22 4 23 24 5 g 7 8 g 10
21
2
17 16 15 14 13 12
3x4 11 3x4= 3x8= 3x4= 4x4= 11
4x4= 4x6= 5x6=
1-5-0 4-3-13 6-10-15 12-0-12 14-0-12 17-7-8
1-5-0 2-10-13 2-7-1 5-1-13 2-0-0 3-6-12
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[3:0-8-0,0-0-12],[6:0-3-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.18 13-15 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.36 13-15 >586 240
BCLL 0.0 * Rep Stress Incr NO WB 0.63 Horz(CT) 0.05 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.32 13-15 >663 240 Weight:163 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing.
3-17:2x6 SP No.2
REACTIONS. (size) 11=0-3-8,2=0-8-0
Max Horz 2=108(LC 12)
Max Uplift 11=-898(LC 9),2=-1584(LC 8)
Max Grav 11=1213(LC 1),2=2189(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4033/3315,3-4=-5309/4358,4-5=-5826/4559,5-6=-5826/4559,6-7=-3954/2943,
7-8=-3954/2943,8-9=-3954/2943
BOT CHORD 2-17=-2885/3463,16-17=-3112/3704,15-16=-4358/5309,13-15=-4262/5529,
12-13=-2943/3954,11-12=-1353/1735
WEBS 7-13=-263/390,8-12=-988/773,9-11=-2042/1597,9-12=-1947/2631,3-16=-1355/1750,
4-16=-755/630,4-15=-414/562,6-15=-321/328,6-13=-1706/1433
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to This item has been
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design. electronically Signed and
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. sealed by Reviewed, PE
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-10-9,Exterior(2R)1-10-9 to 6-1-8,Interior(1) using a Digital Signature.
6-1-8 to 17-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. document are not considered
6)Provide adequate drainage to prevent water ponding. signed and Sealed and the
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signature must be verified
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 on any electronic copies.
will fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Julius Lee PE No.34869
11=898,2=1584. MiTek USA,Inc.FL Cert 6634
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd.Tampa FL 33610
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down and 358 lb up at Date:
1-6-0,and 900 lb down and 807 lb up at 2-8-0 on top chord. The design/selection of such connection device(s)is the May 17,2021
responsibility of others.
Continued on page 2
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-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 1408 LONE PINE DR/KHOUR
T23961681
77522 GFD HALF HIP GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:26:58 2021 Page 2
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-x44kvxFA9Jzop3rF372DTD279ev_lbOx?magiPzGvuR
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:1-3=-60,3-10=-100,11-18=-20
Concentrated Loads(lb)
Vert:21=400 22=-900
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 1408 LONE PINE DR/KHOUR
T23961682
77522 GFE GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:01 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-LfmtXzH3SEM Ng WagkGbw5sgZhs?fyxNNikoV IkzGvuO
2-10-2 5-6-8 8-2-14 11-1-0
2-10-2 2-8-6 2-8-6 2-10-2
Scale=1:18.2
3x4 11 10x10= 10x10=
1 2 3 4 5
0 0
TTf
NA
HUS26 HUS26 HUS26 HUS26 HUS26
11 9 12 8 13 7 14 6 771
10x10= 5x8=
10x10= Special
2-10-2 5-6-8 8-2-14 11-1-0
2-10-2 2-8-6 2-8-6 2-10-2
Plate Offsets(X,Y)-- [5:0-5-0,0-3-0],[10:0-5-0,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.15 8 >845 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(CT) -0.21 8 >619 360
BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.02 6 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-MS Weight:139 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins,
BOT CHORD 2x6 SP 240OF 2.0E except end verticals.
WEBS 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
1-10,5-6:2x6 SP No.2,1-9,5-7:2x4 SP M 30
"Special"indicates special hanger(s)or other connection device(s)required at location(s)
REACTIONS. (size) 10=0-7-4,6=0-3-8 shown.The design/selection of such special connection device(s)is the responsibility of
Max Grav 10=3625(LC 1),6=4130(LC 1) others.This applies to all applicable truss designs in this job.
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-10=-3110/0,1-2=-7771/0,2-3=-10206/0,3-4=-10206/0,4-5=-8014/0,5-6=-3198/0
BOT CHORD 9-10=0/1156,8-9=0/7771,7-8=0/8014,6-7=0/1200
WEBS 1-9=0/6976,2-9=-1959/0,2-8=0/2560,3-8=-1196/0,4-8=0/2305,4-7=-1844/0,
5-7=0/7185
NOTES-
1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 This item has been
from the left end to 8-9-12 to connect truss(es)to back face of bottom chord.
5)Fill all nail holes where hanger is in contact with lumber. electronically Signed and
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)393 lb down at 10-10-4 on sealed by Reviewed, PE
bottom chord. The design/selection of such connection device(s)is the responsibility of others. using a Digital Signature.
LOAD CASE(S) Standard Printed copies of this
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 document are not considered
Uniform Loads(plf) signed and sealed and the
Vert:1-5=-500,6-10=-10 signature must be verified
Concentrated Loads(lb) on any electronic copies.
Vert:6=-393(B)7=-389(B)11=-389(B)12=-389(B)13=-389(B)14=-389(B)
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961683
77522 GFF GIRDER 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL 8.430 s Mar 22 2021 MiTek Industries,Inc. Mon May 17 15:42:16 2021 Page 1
I D:W?smO5J2afFJhS7AMwln 1 hzHKNj-M5xONIAC2q 1 xA4MP_3CvgCz4oWTn UC27KJV2aNzFZXb
3-1-4 6-2-7
3-1-4 3-1-3
Scale=1:11.7
4x6=
1 4x6= 2 3x4 3
HUS26 HUS26
3x6= 4x8=
7 5 8 4
3x6=
Special
3-1-4 6-2-7
3-1-4 3-1-3
Plate Offsets(X,Y)-- [4:Edge,0-1-8]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.02 5 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.03 5 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(CT) -0.00 4 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-MP Weight:78 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x6 SP No.2 end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
1-6,3-4:2x6 SP No.2
REACTIONS. (lb/size) 6=1129/0-1-8,4=1719/0-3-8
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-6=-799/0,1-2=-1888/0,2-3=-1888/0,3-4=-799/0
WEBS 1-5=0/1974,3-5=0/1974
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"xY)nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)6.
4)Recommend 2x6 strong backs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks
to be attached to walls at their outer ends or restrained by other means.
5)Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-11 from
the left end to 3-9-11 to connect truss(es)to front face of bottom chord.
6)Fill all nail holes where hanger is in contact with lumber.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)741 Ib down at 5-11-11 on This item has been
bottom chord. The design/selection of such connection device(s)is the responsibility of others. electronically signed and
LOAD CASE(S) Standard sealed by Reviewed, PE
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 using a Digital Signature.
Uniform Loads(plf) Printed copies of this
Vert:1-3=-100,4-6=-10 document are not considered
Concentrated Loads(lb) signed and sealed and the
Vert:4=-741(F)7=-737(F)8=-737(F) signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961684
77522 GFG GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:04 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-IER?A_Jxk9kyX_JPQ09djU 19i34V9JipOi 19v3zGvuL
2-4-10 4-7-7 6-10-5 9-1-2 11-5-12
2-4-10 2-2-14 2-2-14 2-2-14 2-4-10
Scale=1:19.0
3x4 4x4= 3x4= 4x6=
1 4x6= 2 3x4= 3 4 14 5 6
12 11 10 4x10—
3x4= 4x8=
3x4 11 9 8 3x4= 73x4 II
FASTEN TRUSS TO BEARING FOR
THE UPLIFT REACTION SHOWN
WHILE PERMITTING NO UPWARD
MOVEMENT OF THE BEARING.
2-4-10 4-7-7 6-10-5 7-9-4 9-1-2 11-5-12
2-4-10 2-2-14 2-2-14 0-10-15 1-3-14 2-4-10
Plate Offsets(X,Y)-- [10:0-3-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.02 11-12 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(CT) -0.03 11-12 >999 360
BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.00 10 n/a n/a
BCDL 5.0 Code FBC2020/TP12014 Matrix-MS Weight:129 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
1-13,6-7:2x6 SP No.2
REACTIONS. All bearings 4-0-0 except Qt=length)13=0-3-8,9=0-3-8.
(lb)- Max Uplift All uplift 100 lb or less at joint(s)except 9=-263(LC 3)
Max Grav All reactions 250 lb or less at joint(s)except 13=1504(LC 3),7=621(LC 4),10=4891(LC 1),8=1647(LC
4)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-1 3=-1435/0,1-2=-2068/0,2-3=-1657/0,3-4=-1657/0,4-5=0/752,6-7=-611/0
BOT CHORD 12-13=0/278,11-12=0/2068,10-11=-752/0
WEBS 1-12=0/1960,2-12=-821/0,2-11=-504/0,3-11=-942/0,4-11=0/2577,4-10=-4284/0,
5-10=-629/0,5-8=-1584/0,6-8=-304/0
NOTES-
1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows:
Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 4-10 2x4-1 row at 0-7-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced floor live loads have been considered for this design.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 lb uplift at joint 9. This Item has been
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. electronically signed and
Strongbacks to be attached to walls at their outer ends or restrained by other means. Sealed by Reviewed, PE
LOAD CASE(S) Standard using a Digital Signature.
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Printed copies of this
Uniform Loads(plf) document are not considered
Vert:1-4=-500,4-14=-100,6-14=-700,7-13=-10 signed and sealed and the
Concentrated Loads(lb) signature must be verified
Vert:4=-1900
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961685
77522 GRA Roof Special Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:08 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-e?hW?MMSoOEOObcAfEDZtKSmTgMz52fPJK?M2gzGvuH
2-8-6 1 4-10-2 5 4-p 9-4-13 1 12-4-0 1 15-8-0 20-10-13 26-1-11 31-8-0
2-8-6 2-1-12 0-5-4 4-0-13 2-11-3 5-2-13 5-2-13 5-6-5
Scale=1:56.7
3x5=
5.00 12 4x8= 3x4= 2x3 3x6=
6 197 20 8 9
3x4
3x4 11 2x3 11
4x12= 5
1 3x4= 3 N
Pet R Z
o
m
10
17 21 22 23 16 15 14 13 12 11
3x8= SNP3 6x10= 3x4= 3x6= 3x4= 3x10= 3x6= o
N
SNP3 SNP3 3x4=
VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 18
LOADS IMPOSED BY SUPPORTS(BEARINGS).
5-4-0 9-4-13 12-4-0 15-4-0 151-$-0 20-10-13 26-1-11 31-8-0
5-4-0 4-0-13 2-11-3 3-0-0 0-4-0 5-2-13 5-2-13 5-6-5
Plate Offsets(X,Y)-- [6:0-5-4,0-2-0],[18:0-2-4,0-1-0]
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 0.64 Vert(LL) 0.19 16-17 >328 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.22 13-15 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.94 Horz(CT) 0.07 18 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:183 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-10-2 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
9-18,3-16:2x6 SP No.2
REACTIONS. (size) 17=0-8-0,16=0-8-0,18=Mechanical
Max Horz 17=152(LC 25)
Max Uplift 17=-676(LC 6),16=-1531(LC 8),18=-572(LC 22)
Max Grav 17=334(LC 25),16=2226(LC 1),18=954(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-935/1520,3-4=-935/1520,4-5=-1386/713,5-6=-1488/813,6-7=-1479/857,
7-8=-1054/621,8-9=-1054/621,10-18=-954/572,9-10=-902/583
BOT CHORD 16-17=-699/252,15-16=-788/1316,13-15=-918/1428,12-13=-787/1345,11-12=-857/1479
WEBS 6-12=-171/269,7-11=-530/324,8-11=-329/324,9-11=-749/1275,3-16=-305/258,
2-17=-417/759,2-16=-977/608,4-16=-2950/1649,5-15=-360/338,6-13=-61/285
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=32ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);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. This Item has been
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 electronically signed and
will fit between the bottom chord and any other members. Sealed by Reviewed, PE
7)Refer to girder(s)for truss to truss connections. using a Digital Signature.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 676 lb uplift at joint 17,1531 lb uplift at Printed copies of this
joint 16 and 572 lb uplift at joint 18. p
9)Use USP SNP3(With 6-8d x 1-1/2 nails into Girder&6-8d x 1-1/2 nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at document are not considered
0-8-12 from the left end to 4-8-12 to connect truss(es)to back face of bottom chord. Signed and Sealed and the
10)Fill all nail holes where hanger is in contact with lumber. signature must be verified
11)A minimum of(6)8d x 1-1/2"nails are required into each member for SNP3 installation.All nailing is required in face of supported on any electronic copies.
chords.For sloped applications,flanges may protrude above or below truss chords.Bending of extended flanges is permitted.
12) 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
MiTek USA,Inc.FL Cart 6634
LOAD CASE(S) Standard 6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961685
77522 GRA Roof Special Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:08 2021 Page 2
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-e?hW?MMSoOE00bcAfEDZtKSmTgMz52fPJK?M2gzGvuH
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-60,4-6=-60,6-9=-60,10-17=-20
Concentrated Loads(lb)
Vert:21=-293(B)22=-288(B)23=-288(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 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 1408 LONE PINE DR/KHOUR
T23961686
77522 GRB HALF HIP GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:15 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-xLc9TISr9Y7OLgeWZCsCfpFOMVn DECyRwvBEowzGvuA
1-4-q 7-0-0 12-6-0 18-0-0 23-6-0 29-0-0 34-0-3 39-0-5 44-4-0
'1-4-0 7-0-0 5-6-0 5-6-0 5 6-0 5-6-0 5-0-3 5-0-3 5-3-11
Scale=1:76.7
=
5.00 12 5x8 3x5= 3x6= 4x6= 3x5= 3x6= 4x5=
3 26 27 4 28 29 30 5 31 6 3233 734 35 36 8 37 38 9 39 1040 11 41 42 1243
0
1 2
22 44 45 21 46 47 20 48 19 49 50 18 51 52 53 17 1654 55 15 56 57 14 58 59 13
3x5= 4x6= 3x5= 6x12=
3x6=
7-0-0 12-6-0 18-0-0 23-6-0 29-0-0 34-0-3 39-0-5 44-4-0
7-0-0 5-6-0 5-6-0 5-6-0 5-6-0 5-0-3 5-0-3 5-3-11
Plate Offsets(X,Y)-- [3:0-5-12,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.39 19-21 >885 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.29 19-21 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(CT) -0.09 17 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:456 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
8-17:2x6 SP No.2
REACTIONS. (size) 13=0-3-8,2=0-8-0,17=0-8-0
Max Horz 2=220(LC 25)
Max Uplift 13=-692(LC 5),2=-2277(LC 8),17=-5667(LC 8)
Max Grav 13=581(LC 18),2=2013(LC 1),17=4958(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-4381/4894,3-4=-4810/5525,4-5=-3759/4320,5-7=-881/1018,7-8=-4287/3748,
8-9=-4287/3748,9-11=-1175/1011,11-12=-386/490,12-13=-332/367
BOT CHORD 2-22=-4582/3972,21-22=-4634/4015,19-21=-5525/4810,18-19=-4320/3759,
17-18=-1018/881,15-17=-1011/1175,14-15=-490/386
WEBS 3-22=-1054/857,3-21=-1093/1003,4-21=-490/349,4-19=-1193/1368,5-19=-1498/1217,
5-18=-3270/3751,7-18=-2604/2181,7-17=-5257/6025,8-17=-365/321,9-17=-3180/3639,
9-15=-1636/1351,11-15=-1603/1834,11-14=-699/537,12-14=-499/388
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to This item has been
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. electronically signed and
3)Unbalanced roof live loads have been considered for this design. sealed by Reviewed, PE
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=44ft;eave=5ft;Cat. using a Digital Signature.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. document are not considered
6)Provide adequate drainage to prevent water ponding. Signed and Sealed and the
7)All plates are 3x4 MT20 unless otherwise indicated. signature must be Verified
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. On any electronic copies.
*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members. Julius Lee PE No.34869
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 692 lb uplift at joint 13,2277 lb uplift at MiTek USA,Inc.FL Cert 6634
joint 2 and 5667 lb uplift at joint 17. 6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961686
77522 GRB HALF HIP GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:15 2021 Page 2
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-xLc9TISr9Y7OLgeWZCsCfpFOMVn DECyRwvBEowzGvuA
NOTES-
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)157 lb down and 219 lb up at 7-0-0,88 lb down and 56 lb up at
9-0-12,88 lb down and 56 lb up at 11-0-12,88 lb down and 56 lb up at 13-0-12,88 lb down and 56 lb up at 15-0-12,88 lb down and 56 lb up at 17-0-12,88 lb down and
56 lb up at 19-0-12,88 lb down and 56 lb up at 21-0-12,88 lb down and 56 lb up at 23-0-12,88 lb down and 56 lb up at 25-0-12,88 lb down and 56 lb up at 27-0-12,
88 lb down and 56 lb up at 29-0-12,88 lb down and 56 lb up at 31-0-12,88 lb down and 56 lb up at 33-0-12,88 lb down and 56 lb up at 35-0-12,88 lb down and 56 lb
up at 37-0-12,88 lb down and 56 lb up at 39-0-12,and 88 lb down and 56 lb up at 41-0-12,and 88 lb down and 56 lb up at 43-0-12 on top chord,and 539 lb down and
636 lb up at 7-0-0,197 lb down and 251 lb up at 9-0-12,197 lb down and 251 lb up at 11-0-12,197 lb down and 251 lb up at 13-0-12,197 lb down and 251 lb up at
15-0-12,197 lb down and 251 lb up at 17-0-12,197 lb down and 251 lb up at 19-0-12,197 lb down and 251 lb up at 21-0-12,197 lb down and 251 lb up at 23-0-12,197
lb down and 251 lb up at 25-0-12,197 lb down and 251 lb up at 27-0-12,197 lb down and 251 lb up at 31-0-12,197 lb down and 251 lb up at 33-0-12,197 lb down and
251 lb up at 35-0-12,197 lb down and 251 lb up at 37-0-12,197 lb down and 251 lb up at 39-0-12,and 197 lb down and 251 lb up at 41-0-12,and 197 lb down and 251
lb up at 43-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-12=-60,13-23=-20
Concentrated Loads(Ib)
Vert:3=-30(B)6=-1(B)22=-539(B)8=-l(B)11=-1(B)14=-197(B)26=-1(B)27=-1(B)28=-1(B)29=-1(B)30=-1(B)31=-1(B)34=-l(B)35=-1(B)36=-1(B)37=-1(B)
38=-1(B)39=-1(13)40=-1(13)41=-1(13)43=-1(13)44=-197(B)45=-197(B)46=-197(B)47=-197(B)48=-197(B)49=-197(13)50=-197(13)51=-197(B)52=-197(B)
53=-197(B)54=-197(B)55=-197(B)56=-197(B)57=-197(B)58=-197(B)59=-197(13)
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 1408 LONE PINE DR/KHOUR
T23961687
77522 GRC Half Hip Girder 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:25 2021 Page 1
I D:W?smO5J2afFJhS7AMwln 1 hzH KNj-eGCxaAa6ocNzYCPR8l l Y3wriuXANaj2vDTcm9LzGvuO
1-6-8 6-3-13 11-1-3 15-10-8 20-7-13 25-5-3 30-2-8 32-10-8
1-6-8 4-9-5 4-9-5 4-9-5 4-9-5 4-9-5 4-9-5 2-8-0
Scale=1:57.5
5.00 12
4x8 2x3 4x10= 3x5=5x6 WB= 2x3 II 4x4= 5x6= 3x8=
4x4 2 22 233 24 25 426 27 28 5 6 29 7 30 31 32 33 8 34 35 9 10
1
-:!!—!2�—
16 13 is
42 43 15 44 45 14 46 47 1
21 20 36 3719 38 39 18 40 41 17 5x12 MT18HS= 4x8 3x10= 5x12= 12 11
3x6 II 4x4= 4x10— 5x8— 3x4 11 3x4 11 6x8=
1-6-8 6-3-13 11-1-3 15-10-8 20-7-13 25-5-3 30-2-8 32-10-8
1-6-8 4-9-5 4-9-5 4-9-5 4-9-5 4-9-5 4-9-5 2-8-0
Plate Offsets(X,Y)-- [2:0-6-4,0-1-12],[4:0-1-8,0-2-0],[6:0-3-0,Edge],[14:0-3-8,0-1-8],[16:0-7-4,0-2-8],[18:0-3-8,0-2-8]
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 0.53 Vert(LL) -0.44 15-16 >882 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.89 15-16 >437 240 MT18HS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.99 Horz(CT) 0.23 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.72 15-16 >539 240 Weight:409 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins,
BOT CHORD 2x4 SP M 30*Except* except end verticals.
13-16:2x6 SP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3*Except* 7-5-7 oc bracing:18-19
16-18,5-15,9-14:2x4 SP M 30 7-11-13 oc bracing:15-16
OTHERS 2x4 SP No.3 9-7-1 oc bracing:14-15.
REACTIONS. (size) 11=0-8-0,21=Mechanical
Max Horz 21=35(LC 8)
Max Uplift 11=-1896(LC 5),21=-1779(LC 8)
Max Grav 11=2944(LC 1),21=2844(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1603/1004,2-3=-5007/3170,3-4=-5007/3170,4-5=-12089/7648,5-7=-11802/7434,
7-8=-11802/7434,8-9=-8842/5564,9-10=-3373/2135,10-11=-2866/1863,
1-21=-2855/1774
BOT CHORD 19-20=-885/1378,18-19=-4598/7291,17-18=-612/985,5-16=-336/370,
15-16=-7873/12452,14-15=-5564/8842,13-14=-2289/3608,9-13=-2440/1650
WEBS 2-20=-2020/1377,2-19=-2688/4272,3-19=-586/549,4-19=-2689/1681,4-18=-1189/913,
16-18=-4086/6465,4-16=-3300/5192,5-15=-694/520,7-15=-540/463,8-15=-2021/3181,
8-14=-1707/1196,9-14=-3515/5602,10-13=-2710/4279,1-20=-1650/2652
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc. This item has been
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. electronically signed and
Webs connected as follows:2x4-1 row at 0-9-0 oc. sealed by Reviewed, PE
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 using a Digital Signature.
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Printed COp12S Of this
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=3.Opsf;h=22ft;B=45ft;L=33ft;eave=oft;Cat. document are not considered
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 signed and sealed and the
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signature must be verified
to the use of this truss component.
6)Provide adequate drainage to prevent water ponding. on any electronic copies.
7)All plates are MT20 plates unless otherwise indicated. Julius Lee PE No.34869
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634
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 6904 Parke East Blvd.Tampa FL 33610
will fit between the bottom chord and any other members. Date:
10)Refer to girder(s)for truss to truss connections. May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961687
77522 GRC Half Hip Girder 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:25 2021 Page 2
I D:W?smO5J2afFJhS7AMwln 1 hzH KNj-eGCxaAa6ocNzYCPR8l l Y3wfiuXANaj2vDTcm9LzGvuO
NOTES-
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1896 lb uplift at joint 11 and 1779 lb uplift at joint 21.
12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)136 lb down and 191 lb up at 1-6-8,121 lb down and 187 lb up at
3-9-12,121 lb down and 187 lb up at 5-9-12,121 lb down and 187 lb up at 7-9-12,121 lb down and 187 lb up at 9-9-12,121 lb down and 187 lb up at 11-9-12,121 lb
down and 187 lb up at 13-9-12,121 lb down and 187 lb up at 15-9-12,105 lb down and 162 lb up at 17-9-12,105 lb down and 162 lb up at 18-5-12,105 lb down and
162 lb up at 20-5-12,105 lb down and 162 lb up at 22-5-12,105 lb down and 162 lb up at 24-5-12,105 lb down and 162 lb up at 26-5-12,105 lb down and 162 lb up at
28-5-12,and 121 lb down and 187 lb up at 30-5-12,and 143 lb down and 179 lb up at 32-8-12 on top chord,and 88 lb down and 30 lb up at 1-9-12,88 lb down and 30
lb up at 3-9-12,88 lb down and 30 lb up at 5-9-12,88 lb down and 30 lb up at 7-9-12,88 lb down and 30 lb up at 9-9-12,88 lb down and 30 lb up at 11-9-12,88 lb
down and 30 lb up at 13-9-12,88 lb down and 30 lb up at 15-8-12,85 lb down and 55 lb up at 17-9-12,85 lb down and 55 lb up at 18-5-12,85 lb down and 55 lb up at
20-5-12,85 lb down and 55 lb up at 22-5-12,85 lb down and 55 lb up at 24-5-12,85 lb down and 55 lb up at 26-5-12,and 85 lb down and 55 lb up at 28-5-12,and 88 lb
down and 30 lb up at 30-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,2-10=-60,17-21=-20,13-16=-20,11-12=-20
Concentrated Loads(lb)
Vert:2=-121(B)6=-105(B)10=-143(B)17=-69(B)5=-121(B)9=-121(B)20=-69(B)7=-105(B)15=-85(B)13=-69(B)22=-121(B)23=-121(B)24=-121(B)25=-121(B)
27=-121(B)28=-121(B)29=-105(B)32=-105(B)33=-105(B)34=-105(B)35=-105(B)36=-69(B)37=-69(B)38=-69(B)39=-69(B)40=-69(B)41=-69(B)42=-85(B)
43=-85(B)44=-85(B)45=-85(B)46=-85(B)47=-85(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 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 1408 LONE PINE DR/KHOUR
T23961688
77522 GRID Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:28 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-2ru4CBc?5XIYPg8OgRaFhYH H PkGln IKMvRrQkgzGvtz
1-4-0 5-0-0 9-0-0 14-0-0 15 4-0
1-4-0 5-0-0 4-0-0 5-0-0
Scale=1:27.1
4x4= 4x4=
3 15 4
5.00 12
N
N
q� 2 5 i
�V 6 1
8 16 7
2x3 11 2x3 II
3x4= 3x4=
5-0-0 9-0-0 14-0-0
5-0-0 4-0-0 5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.06 8-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.10 8-11 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.12 Horz(CT) 0.03 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.07 8 >999 240 Weight:53 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-6-13 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,5=0-8-0
Max Horz 2=76(LC 24)
Max Uplift 2=-665(LC 8),5=-665(LC 8)
Max Grav 2=944(LC 1),5=944(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1761/1141,3-4=-1595/1102,4-5=-1761/1141
BOT CHORD 2-8=-945/1580,7-8=-949/1595,5-7=-945/1580
WEBS 3-8=-70/318,4-7=-70/318
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 665 lb uplift at joint 2 and 665 lb uplift at This item has been
joint 5.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)199 lb down and 309 lb up at electronically signed and
5-0-0,and 76 lb down and 132 lb up at 7-0-0,and 199 lb down and 309 lb up at 9-0-0 on top chord,and 121 lb down and 101 lb up sealed by Reviewed, PE
at 5-0-0,and 49 lb down and 21 lb up at 7-0-0,and 121 lb down and 101 lb up at 8-11-4 on bottom chord. The design/selection of using a Digital Signature.
such connection device(s)is the responsibility of others. this
document
Op12S C Of
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). rated are oft considered
LOAD CASE(S) Standard signed and sealed and the
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 signature must be verified
Uniform Loads(plf) on any electronic copies.
Vert:1-3=-60,3-4=-60,4-6=-60,9-12=-20
Concentrated Loads(lb) Julius Lee PE No.34869
Vert:3=-152(F)4=-152(F)8=-99(F)7=-99(F)15=-65(F)16=-42(F) MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961689
77522 GRE Hip Girder 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:34 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-t?FLTFhmgN W h7bbAAhhfxpXHG91UBwkEHN IkyJzGvtt
1-4-0 3-0-0 7-8-14 12-4-0 16-11-2 21-8-0 24-8-0
1-4-0 3-0-0 4-8-14 4-7-2 4-7-2 4-8-14
Scale=1:43.4
5.00 12 4x8 3x4= 2x3 11 4x6= 3x4= 4x8=
3 22 23 4 24 25 26 5 6 27 7 28 29 30 8
9 r'
2
dI1 Iv
0 0
15 31 32 14 33 1334 12 35 36 11 37 38 10
3x4= 2x3 3x4= 3x6— 3x8 3x4— 2x3 I I 3x4=
3-0-0 7-8-14 12-4-0 16-11-2 21-8-0 24-8-0
3-0-0 4-8-14 4-7-2 4-7-2 4-8-14
Plate Offsets(X,Y)-- [3:0-5-8,0-2-0],[6:0-3-0,Edge],[8:0-5-8,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.48 12 >616 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.42 12 >705 240
BCLL 0.0 * Rep Stress Incr NO WB 0.45 Horz(CT) -0.06 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:221 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 9=0-8-0,2=0-8-0
Max Horz 2=54(LC 7)
Max Uplift 9=-1014(LC 8),2=-1123(LC 8)
Max Grav 9=1102(LC 1),2=1199(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2558/2424,3-4=-4606/4435,4-5=-5348/5167,5-7=-5348/5167,7-8=-4606/4528,
8-9=-2563/2509
BOT CHORD 2-15=-2196/2334,14-15=-2212/2349,12-14=-4382/4606,11-12=-4479/4606,
10-11=-2298/2358,9-10=-2281/2342
WEBS 3-14=-2250/2348,4-14=-513/501,4-12=-855/771,5-12=-285/267,7-12=-796/776,
7-11=-515/506,8-11=-2260/2351
NOTES-
1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-6-0 oc,Except member 14-3 2x4-1 row at 0-9-0 oc,member 4-14 2x4-1 row at 0-9-0
oc,member 12-4 2x4-1 row at 0-9-0 oc,member 12-7 2x4-1 row at 0-9-0 oc,member 7-11 2x4-1 row at 0-9-0 oc,member 11-8
2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to This item has been
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. electronically signed and
3)Unbalanced roof live loads have been considered for this design. sealed by Reviewed, PE
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=25ft;eave=4ft;Cat. using a Digital Signature.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 Printed copies of this
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component. document are not considered
6)Provide adequate drainage to prevent water ponding. Signed and Sealed and the
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. signature must be Verified
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 on any electronic copies.
will fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1014 lb uplift at joint 9 and 1123 lb uplift Julius Lee PE No.34869
at joint 2. MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961689
77522 GRE Hip Girder 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:34 2021 Page 2
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-t?FLTFhmgN W h7bbAAhhfxpXHG91UBwkEHN IkyJzGvtt
NOTES-
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)172 lb down and 153 lb up at 3-0-0,44 lb down and 78 lb up at
5-0-12,44 lb down and 78 lb up at 7-0-12,44 lb down and 78 lb up at 9-0-12,44 lb down and 78 lb up at 11-0-12,44 lb down and 78 lb up at 12-4-0,44 lb down and 78
lb up at 13-7-4,44 lb down and 78 lb up at 15-7-4,44 lb down and 78 lb up at 17-7-4,and 44 lb down and 78 lb up at 19-7-4,and 93 lb down and 177 lb up at 21-8-0
on top chord,and 49 lb down and 125 lb up at 3-0-0,21 lb down and 59 lb up at 5-0-12,21 lb down and 59 lb up at 7-0-12,21 lb down and 59 lb up at 9-0-12,21 lb
down and 59 lb up at 11-0-12,21 lb down and 59 lb up at 12-4-0,21 lb down and 59 lb up at 13-7-4,21 lb down and 59 lb up at 15-7-4,21 lb down and 59 lb up at
17-7-4,and 21 lb down and 59 lb up at 19-7-4,and 42 lb down and 126 lb up at 21-7-4 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-8=-60,8-9=-60,16-19=-20
Concentrated Loads(lb)
Vert:3=-16(F)6=-7(F)8=-8(F)15=-29(F)12=-13(F)5=-7(F)10=-21(F)22=-7(F)23=-7(F)24=-7(F)26=-7(F)27=-7(F)28=-7(F)29=-7(F)31=-13(F)32=-13(F)
33=-13(F)34=-13(F)35=-13(F)36=-13(F)37=-13(F)38=-13(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 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 1408 LONE PINE DR/KHOUR
T23961690
77522 GRF Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:40 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-i9ccj II W GDGrrW3JXyo3A4nKnaOZbj_7g I13AzzGvtn
1 4-0 3-0-0 8-4-0 11-4-0 12-8-0
1 4-0 3-0-0 54-0 3-0-0 1-4-0
Scale=1:22.8
4x8=
4x4
3
5.00 12 15 16 4
r`
5
2
6 Io
8 17 18 7
2x3 11 4x4=
3x4= 3x4=
3-0-0 8-4-0 11-4-0
3-0-0 5-4-0 3-0-0
Plate Offsets(X,Y)-- [3:0-5-4,0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.07 7-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.06 7-8 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:49 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0,5=0-8-0
Max Horz 2=52(LC 7)
Max Uplift 2=-506(LC 8),5=-506(LC 8)
Max Grav 2=581(LC 1),5=581(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1028/907,3-4=-950/870,4-5=-1028/905
BOT CHORD 2-8=-771/963,7-8=-782/979,5-7=-789/948
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 506 lb uplift at joint 2 and 506 lb uplift at This item has been
joint 5.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)177 lb down and 143 lb up at electronically signed and
3-0-0,44 lb down and 78 lb up at 5-0-12,and 44 lb down and 78 lb up at 6-3-4,and 177 lb down and 143 lb up at 8-4-0 on top sealed by Reviewed, PE
chord,and 89 lb down and 59 lb up at 3-0-0,21 lb down and 59 lb up at 5-0-12,and 21 lb down and 59 lb up at 6-3-4,and 89 lb using a Digital Signature.
down and 59 lb up at 8-3-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. COp12S Of this
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). document Printed rated are not considered
LOAD CASE(S) Standard signed and sealed and the
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 signature must be verified
Uniform Loads(plf) on any electronic copies.
Vert:1-3=-60,3-4=-60,4-6=-60,9-12=-20
Concentrated Loads(lb) Julius Lee PE No.34869
Vert:3=-7(F)4=-7(F)8=-20(F)7=-20(F)15=-7(F)16=-7(F)17=-13(F)18=-13(F) MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961691
77522 GRG Roof Special Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:43 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-6kl ILKoPZ8eQiznuC4MmoiPr9nJioyzZMGzjm IzGvtk
1-4-0 2-0-0 4-0-0 , 7-8-0 11-4-0 15-4-0
1 4-0 2-0-0 2-0-0 3-8-0 3-8-0 4-0-0
Scale=1:28.9
4x4=
5
4x5= 4x4= 5x6=
5.00 12 4x4=
oi
3 6 7
2 N
12 11 10 95x6= 8
2x3 11 2x3 11 4x8= 3x4 11
3x4=
2-0-0 4-0-0 7-8-0 11-4-0 15-4-0
2-0-0 2-0-0 3-8-0 3-8-0 4-0-0
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 0.29 Vert(LL) -0.11 10-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.22 10-11 >832 240
BCLL 0.0 * Rep Stress Incr NO WB 0.64 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.15 10-11 >999 240 Weight:72 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-2 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing.
REACTIONS. (size) 8=Mechanical,2=0-8-0
Max Horz 2=99(LC 8)
Max Uplift 8=-319(LC 8),2=-384(LC 8)
Max Grav 8=604(LC 1),2=695(LC 38)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1682/721,3-4=-1608/712,4-5=-1133/586,5-6=-1140/590,6-7=-1791/925,
7-8=-524/304
BOT CHORD 2-12=-672/1533,11-12=-712/1608,10-11=-753/1654,9-10=-971/1859
WEBS 3-12=-250/470,4-11=-345/263,4-10=-724/259,5-10=-232/570,6-10=-852/484,
6-9=-415/282,7-9=-861/1676
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
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 This item has been
will fit between the bottom chord and any other members.
7)Refer to girder(s)for truss to truss connections. electronically signed and
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 319 lb uplift at joint 8 and 384 lb uplift at sealed by Reviewed, PE
joint 2. using a Digital Signature.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)149 lb down and 73 lb up at Printed copies of this
2-0-0 on top chord,and 86 lb down and 32 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s)is the
responsibility of others. document are not considered
10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). signed and Sealed and the
LOAD CASE(S) Standard signature must be verified
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 on any electronic copies.
Uniform Loads(plf) Julius Lee PE No.34869
Vert:1-3=-60,3-4=-60,4-5=-60,5-6=-60,6-7=-60,8-13=-20 MiTek USA,Inc.FL Cart 6634
Concentrated Loads(lb) 6904 Parke East Blvd.Tampa FL 33610
Vert:12=0(F) Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961692
77522 GRH Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:49 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-xufOcNsA8_PZQu F2YLTA2zfmiCJNCkI RkCQ 1 yzGvte
1-4-0 7-0-0 10-6-0 14-0-0 21-0-0 22-4-0
1-4-0 7-0-0 3-6-0 3-6-0 7-0-0 1 4-0
Scale=1:38.6
5x6=
3x4= 5x6=
3 17 18 4 19 20 5
5.00 12
m
2 6
oI, 7 Io
10 21 9 22 23 B
3x6= 6x8= 5x8 WB= 6x8= 3x6=
7-0-0 14-0-0 21-0-0
7-0-0 7-0-0 7-0-0
Plate Offsets(X,Y)-- [3:0-4-4,0-2-12],[5:0-4-4,0-2-12],[8:0-3-8,0-3-0],[10:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.30 8-10 >849 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.37 8-10 >681 240
BCLL 0.0 * Rep Stress Incr NO WB 0.36 Horz(CT) 0.09 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:91 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-4-15 oc bracing.
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-5-8,6=0-5-8
Max Horz 2=-99(LC 23)
Max Uplift 2=-1377(LC 8),6=-1377(LC 8)
Max Grav 2=1766(LC 1),6=1766(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3752/2886,3-4=-3437/2758,4-5=-3437/2758,5-6=-3752/2886
BOT CHORD 2-10=-2506/3392,8-10=-2775/3700,6-8=-2506/3392
WEBS 3-10=-660/955,4-10=-441/370,4-8=-441/369,5-8=-660/955
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
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 This item has been
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1377 lb uplift at joint 2 and 1377 lb uplift electronically signed and
at joint 6. sealed by Reviewed, PE
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)197 lb down and 340 lb up at using a Digital Signature.
7-0-0,121 lb down and 187 lb up at 9-0-12,121 lb down and 187 lb up at 10-6-0,and 121 lb down and 187 lb up at 11-11-4,and Printed copies of this
197 lb down and 340 lb up at 14-0-0 on top chord,and 411 lb down and 475 lb up at 7-0-0,88 lb down and 30 lb up at 9-0-12,88 p
lb down and 30 lb up at 10-6-0,and 88 lb down and 30 lb up at 11-11-4,and 411 lb down and 475 lb up at 13-11-4 on bottom document are not considered
chord. The design/selection of such connection device(s)is the responsibility of others. Signed and Sealed and the
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Signature must be verified
LOAD CASE(S) Standard on any electronic copies.
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869
Uniform Loads(plf) MiTek USA,Inc.FL Cart 6634
Vert:1-3=-60,3-5=-60,5-7=-60,11-14=-20 6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961692
77522 GRH Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:49 2021 Page 2
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-xufOcNsA8_PZQu F2YLTA2zfmiCJNCkI RkCQ 1 yzGvte
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:3=-150(B)5=-150(B)10=-411(B)4=-121(B)8=-411(B)17=-121(B)20=-121(13)21=-69(B)22=-69(B)23=-69(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 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 1408 LONE PINE DR/KHOUR
T23961693
77522 GRI Common Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:52 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-LTL9EPv2Rvn8HMzdETOtfcHPgPS6P6RuQAfhbHzGvtb
4-0-0 8-0-0
4-0-0 4-0-0
4x4— Scale=1:16.3
2
5.00 12
3
1
� I
11 4 12
NAILED 2x3 NAILED
3x4= NAILED 3x4=
NAILED NAILED
4-0-0 8-0-0
4-0-0 4-0-0
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 0.18 Vert(LL) -0.02 4-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 4-10 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.03 4-10 >999 240 Weight:27 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 1=0-5-8,3=0-5-8
Max Horz 1=-48(LC 23)
Max Uplift 1=-394(LC 8),3=-394(LC 8)
Max Grav 1=768(LC 1),3=768(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1146/590,2-3=-1146/590
BOT CHORD 1-4=-485/1036,3-4=-485/1036
WEBS 2-4=-281/628
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 394 lb uplift at joint 1 and 394 lb uplift at
joint 3. This item has been
7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). electronically signed and
sealed by Reviewed, PE
LOAD CASE(S) Standard using a Digital Signature.
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Printed copies of this
Uniform Loads(plf)
Vert:1-2=-60,2-3=-60,5-8=-20 document are not considered
Concentrated Loads(lb) signed and sealed and the
Vert:4=-178(B)7=-182(B)10=-182(B)11=-178(B)12=-178(B) signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961694
77522 GRK Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:55 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-m 10HtQxxkg9j8piCvcZaHEvgAdQAcOrK68tLCbzGvtY
1X
5-0-0 10-6-0 16-0-0 21-0-0 22-4-0
5-0-0 5-6-0 5-6-0 5-0-0 14-0
Scale=1:38.6
4x8= 2x3 11 4x8=
5.00 12 3 18 19 20 4 21 22 23 5
u�
N
2 6
7 Io
11 24 10 9 25 26 8
3x5— 2x3 11 4x6— 3x10= 2x3 11 3x5—
5 0-0i 10-6-0 16-0-0 21-0-0
5-0-0 5-6-0 5-6-0 5-0-0
Plate Offsets(X,Y)-- [3:0-54,0-2-0],[5:0-54,0-2-0]
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 0.54 Vert(LL) 0.27 9 >944 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.32 9-11 >777 240
BCLL 0.0 * Rep Stress Incr NO WB 0.52 Horz(CT) 0.07 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:93 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-5-8,6=0-5-8
Max Horz 2=76(LC 24)
Max Uplift 2=-1006(LC 8),6=-1006(LC 8)
Max Grav 2=1465(LC 1),6=1465(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3108/2020,3-4=-3972/2669,4-5=-3972/2669,5-6=-3107/2020
BOT CHORD 2-11=-1 759/2822,9-11=-1 763/2840,8-9=-1757/2839,6-8=-1752/2822
WEBS 3-11=-77/374,3-9=-833/1268,4-9=-624/569,5-9=-833/1269,5-8=-77/374
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
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. This Item has been
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1006 lb uplift at joint 2 and 1006 lb uplift
at joint 6. electronically signed and
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)199 lb down and 309 lb up at sealed by Reviewed, PE
5-0-0,78 lb down and 141 lb up at 7-0-12,78 lb down and 141 lb up at 9-0-12,78 lb down and 141 lb up at 10-6-0,78 lb down and using a Digital Signature.
141 lb up at 11-11-4,and 78 lb down and 141 lb up at 13-11-4,and 199 lb down and 309 lb up at 16-0-0 on top chord,and 121 lb Printed copies of this
down and 101 lb up at 5-0-0,51 lb down and 30 lb up at 7-0-12,51 lb down and 30 lb up at 9-0-12,51 lb down and 30 lb up at
10-6-0,51 lb down and 30 lb up at 11-11-4,and 51 lb down and 30 lb up at 13-11-4,and 121 lb down and 101 lb up at 15-11-4 on document are not considered
bottom chord. The design/selection of such connection device(s)is the responsibility of others. Signed and Sealed and the
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Signature must be verified
LOAD CASE(S) Standard on any electronic copies.
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Julius Lee PE No.34869
Uniform Loads(plf) MiTek USA,Inc.FL Cart 6634
Vert:1-3=-60,3-5=-60,5-7=-60,12-15=-20 6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961694
77522 GRK Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:27:55 2021 Page 2
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-m 10HtQxxkg9j8piCvcZaHEvgAdQAcOrK68tLCbzGvtY
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:3=-152(F)5=-152(F)10=-48(F)11=-99(F)9=-48(F)4=-70(F)8=-99(F)18=-70(F)19=-70(F)22=-70(F)23=-70(F)24=-48(F)25=-48(F)26=-48(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 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 1408 LONE PINE DR/KHOUR
T23961695
77522 GIRL Half Hip Girder 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:01 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-bBOY7UOhJgvsskAM Fsg_XV9u31 PX043CV3KgPFzGvtS
1 4-0 5-2-8 10-3-4 15-4-0
1 4-0 5-2-8 5-0-12 5-0-12
Scale=1:27.9
5x8=
2x3 11 4x12—
3 11 4 5
5.00 12
q� 2
9
B 12 13 7 14 15 6
3x8= 3x10 THD26-2 HUS26 7x10= HUS26 4x10 II
HUS26 Special
5-2-8 10-3-4 15-4-0
5-2-8 5-0-12 5-0-12
Plate Offsets(X,Y)-- [3:0-5-12,0-2-8],[7:0-1-12,0-4-8]
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 0.39 Vert(LL) 0.22 7-8 >807 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.29 7-8 >636 240
BCLL 0.0 * Rep Stress Incr NO WB 0.66 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:171 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins,
BOT CHORD 2x6 SP 240OF 2.0E except end verticals.
WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing.
5-6:2x6 SP No.2,5-7:2x4 SP M 30
REACTIONS. (size) 6=Mechanical,2=0-8-0
Max Horz 2=176(LC 25)
Max Uplift 6=-3246(LC 5),2=-1921(LC 8)
Max Grav 6=5607(LC 1),2=3170(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-8210/4923,3-4=-8651/5187,4-5=-8651/5187,5-6=-3860/2379
BOT CHORD 2-8=-4567/7520,7-8=-4667/7689,6-7=-182/311
WEBS 3-8=-1465/2490,3-7=-600/1156,4-7=-309/419,5-7=-5470/9115
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-4-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. This item has been
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific electronically signed and
to the use of this truss component. Sealed by Reviewed, PE
6)Provide adequate drainage to prevent water ponding. using a Digital Signature.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Printed COp12S Of this
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. document are not Considered
9)Refer to girder(s)for truss to truss connections. signed and sealed and the
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3246 lb uplift at joint 6 and 1921 lb signature must be verified
uplift at joint 2. on any electronic copies.
11)Use USP THD26-2(With 18-16d nails into Girder&12-1 Od nails into Truss)or equivalent at 7-1-8 from the left end to connect
truss(es)to back face of bottom chord. Julius Lee PE No.34869
12)Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 9-0-12 MiTek USA,Inc.FL Cert 6634
from the left end to 13-0-12 to connect truss(es)to back face of bottom chord. 6904 Parke East Blvd.Tampa FL 33610
13)Fill all nail holes where hanger is in contact with lumber. Date:
14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down and 533 lb up at May 17,2021
15-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
ontinued 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 1408 LONE PINE DR/KHOUR
T23961695
77522 GIRL Half Hip Girder 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:01 2021 Page 2
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-bBOY7U0hJgvsskAM Fsg_XV9u31 PX043CV3KgPFzGvtS
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-60,3-5=-60,2-6=-20
Concentrated Loads(lb)
Vert:6=-1 038(B)12=-2824(B)13=-1 283(B)14=-1 212(B)15=-1 132(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 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 1408 LONE PINE DR/KHOUR
T23961696
77522 GRM HIP GIRDER 1 q
J Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:10 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-gwQyOZ6LCR2bS7M4HFL5OP1 Uvgcxd93XZz0eDEzGvtJ
3-3-8 9-3-12 15 4-0 21-2-4 27-0-8 , 30-8-0
3-3-8 6-0-4 6-0 4 5-10-4 5-10-4 3-7-8
Scale=1:60.8
5.00 F12
4x8= 3x4= 2x3 11 3x6= 3x5= 4x8=
2 18 3 19 4 5 20 6 21 7
3x8 3x4
1 8
M
O
u7
17 22 23 16 24 25 26 15 27 14 28 13 29 30 31 32 12 33 11 34 10 9
3x10 HUS26 6x8— HUS26 8x10— 6x8= HUS26 7x10= HUS26 HUS26 8x10— 4x5= 3x8 11
HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 6x8=
THIS TRUSS IS NOT SYMMETRIC. THD28-2
PROPER ORIENTATION IS ESSENTIAL.
3-3-8 9-3-12 15-4-0 21-2-4 8 30-8-0
3-3-8 6-0-4 6-0-4 5-10 4 5-127-0-0 4 3-7-8
Plate Offsets(X,Y)-- [2:0-5-4,0-2-0],[7:0-5-4,0-2-0],[12:0-3-8,0-6-4],[13:0-5-0,0-4-12],[15:0-3-8,0-5-12],[16:0-3-8,0-4-0]
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 0.19 Vert(LL) -0.04 10-12 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(CT) -0.06 10-12 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.01 9 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.05 10-12 >999 240 Weight:852 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x8 SP 240OF 2.0E except end verticals.
WEBS 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
4-13,1-17:2x6 SP No.2
REACTIONS. (size) 17=0-8-0,13=0-8-0,9=0-3-8
Max Horz 17=-45(LC 6)
Max Uplift 17=-2858(LC 8),13=-6969(LC 8),9=-1568(LC 8)
Max Grav 17=4601(LC 17),13=11827(LC 2),9=2945(LC 20)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-1917/1184,2-3=-2232/1400,3-4=-225/397,4-6=-225/397,6-7=-3154/1752,
7-8=-1694/931,1-17=-3819/2343,8-9=-3033/1660
BOT CHORD 15-16=-1045/1733,13-15=-1338/2232,12-13=-1701/3154,10-12=-807/1501
WEBS 2-16=-265/305,2-15=-447/777,3-15=-1589/2654,3-13=-4006/2483,4-13=-375/304,
6-13=-5509/3070,6-12=-2048/3926,7-12=-1387/2585,7-10=-1551/921,1-16=-2115/3445,
8-10=-1493/2768
NOTES-
1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x8-4 rows staggered at 0-4-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. This Item has been
3)Unbalanced roof live loads have been considered for this design. electronically signed and
4)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=31ft;eave=4ft;Cat. sealed b Reviewed, PE
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60 y
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific using a Digital Signature.
to the use of this truss component. Printed copies of this
6)Provide adequate drainage to prevent water ponding. document are not Considered
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Signed and Sealed and the
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,with BCDL=I O.Opsf. Signature must be Verified
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2858 lb uplift at joint 17,6969 lb uplift at on any electronic copies.
joint 13 and 1568 lb uplift at joint 9.
10)Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-4-12 Julius Lee PE No.34869
6634
from the left end to 20-0-0 to connect truss(es)to front face of bottom chord. MiTek USA,Inc.FL .T mpa
11)Use USP THD28-2(With 28-16d nails into Girder&16-1 Od nails into Truss)or equivalent at 21-11-4 from the left end to connect Date Parke East Blvd.Tampa FL 33610
Date:
truss(es)to front face of bottom chord. May 17,2021
12)Fill all nail holes where hanger is in contact with lumber.
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 1408 LONE PINE DR/KHOUR
T23961696
77522 GRM HIP GIRDER 1 q
J Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:10 2021 Page 2
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-gwQy0Z6LCR2bS7M4HFL5OP1 Uvgcxd93XZz0eDEzGvtJ
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,2-7=-60,7-8=-60,9-17=-20
Concentrated Loads(lb)
Vert:14=-1232(F)22=-1021(F)23=-934(F)24=-983(F)25=-983(F)26=-983(F)27=-1232(F)28=-1232(F)29=-1235(F)30=-1235(F)32=-1242(F)33=-3934(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 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 1408 LONE PINE DR/KHOUR
T23961697
77522 GRIN ROOF SPECIAL GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:20 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-Xr1 k6zEcrWJAef6?tMW RoW R_?isozbi?sXRAafzGvt9
9-11-2
2-0-14 4-0-0 5-10-3 8-0-1 9-6-0 1%0-0 16-7-2 21-11-4 27-0-12 31-8-0
2-0-14 1-11-2 1-10-2 2-1-14 1-5-15 2-0-14 4-7-2 5-4-2 5-1-8 4-7-4
0-5-2
qxg= Scale=1:66.2
4x4=
9 10
5.00 12
4x4
5x8 11
8
2x3
5x10
12x18 M18SHS= 7
3x4 2x3 6
1 4x10= 3 3x10=
20 19 2 25 26 15 28 29 3 31 32
23 22 21 0
5x6= 2x3 Sx10—
5x14=
18 17 HUS26 16 HUS26 HUS26 14 HUS26 13 HUS26 12
3x4 13x4 I I 4x5= 4x6= 3x4= 6x8= 3x10
HUS26 HUS26 HUS26 HUS26 HUS26
4-1-12 8-0-1 9-6-0 12-0-0 16-7-2 21-11 4 27-0-12 31-8-0
4-1-12 3-10-4 1-5-15 2-6-0 4-7-2 5 4-2 5-1-8 4-7 4
Plate Offsets(X,Y)-- [2:0-2-8,0-1-12],[5:Edge,0-8-9],[8:0-3-10,0-1-8],[9:0-5-4,0-2-0],[13:0-2-0,0-4-0],[19:0-4-0,0-4-0],[22:0-6-8,0-2-8]
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 0.98 Vert(LL) -0.72 20-21 >522 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.28 20-21 >295 240 M18SHS 244/190
BCLL 0.0 * Rep Stress Incr NO WB 0.99 Horz(CT) 0.25 12 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.96 20-21 >390 240 Weight:500 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins,
BOT CHORD 2x6 SP No.2*Except* except end verticals.
19-23:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 5-6-10 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 11-12
5-21:2x6 SP No.2,6-21,8-19:2x4 SP M 30 JOINTS 1 Brace at Jt(s):19
REACTIONS. (size) 23=0-8-0,12=Mechanical
Max Horz 23=229(LC 8)
Max Uplift 23=-1233(LC 8),12=-2573(LC 8)
Max Grav 23=2143(LC 2),12=4458(LC 2)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-304/160,2-3=-10150/5859,3-4=-10150/5859,4-5=-18038/10533,5-6=-19118/11180,
6-7=-9028/5384,7-8=-8892/5394,8-9=-2612/1558,9-1 0=-1 720/1067,10-11=-1898/1099,
11-12=-3484/2006
BOT CHORD 22-23=-3318/5366,21-22=-8622/14406,20-21=-6878/11266,19-20=-6878/11266,
14-16=-2091/3326,13-14=-1397/2387
WEBS 5-21=-6225/3692,17-19=-139/313,16-19=-2322/3683,8-16=-1106/618,8-14=-1590/1143,
9-14=-1157/1962,9-13=-1429/914,10-13=-340/533,11-13=-1754/3153,
2-23=-5327/3123,2-22=-2953/5171,4-21=-2282/3898,4-22=-4538/2717,
6-21=-4762/8306,6-19=-3710/2189,8-19=-4007/6574
NOTES-
1)2-ply truss to be connected together with 1 Od(0.131"xY)nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc. This item has been
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. electronically signed and
Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. sealed by Reviewed, PE
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 using a Digital Signature.
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Printed COp12S Of this
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=3.Opsf;h=22ft;B=45ft;L=32ft;eave=oft;Cat. document are not considered
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 signed and sealed and the
5)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific signature must be verified
to the use of this truss component.
on any electronic copies.
6)Provide adequate drainage to prevent water ponding.
7)All plates are MT20 plates unless otherwise indicated. Julius Lee PE No.34869
8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek USA,Inc.FL Cert 6634
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 6904 Parke East Blvd.Tampa FL 33610
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. Date:
10)Refer to girder(s)for truss to truss connections. May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961697
77522 GRIN ROOF SPECIAL GIRDER 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:20 2021 Page 2
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-Xr1 k6zEcrWJAef6?tMW RoW R_?isozbi?sXRAafzGvt9
NOTES-
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1233 lb uplift at joint 23 and 2573 lb uplift at joint 12.
12)Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 12-7-4 from the left end to 16-7-4 to connect
truss(es)to front face of bottom chord.
13)Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 18-7-4 from the left end to 30-7-4 to connect
truss(es)to front face of bottom chord.
14)Fill all nail holes where hanger is in contact with lumber.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-5=-60,5-9=-60,9-10=-60,10-11=-60,20-23=-20,12-18=-20
Concentrated Loads(lb)
Vert:16=-139(F)24=-208(F)25=-205(F)26=-152(F)27=-104(F)28=-298(F)29=-298(F)30=-298(F)31=-849(F)32=-850(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 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 1408 LONE PINE DR/KHOUR
T23961698
77522 H Common 5 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:28 2021 Page 1
I D:W?smO5J2afFJhS7AMwlnl hzH KNj-IOW moiKdyzJ 1 cukYK1 fK7CmXwwk6rPH BimN bsBzGvt1
1X
5-6-9 10-6-0 15-5-7 21-0-0 22-4-0
5-6-9 4-11-7 4-11-7 5-6-9 1-4-0
Scale=1:37.9
4x4=
4
5.00 12 16 19
2x3\\ 2x3
3 5
ci
17 20
2 6
7 Io
10 9 8
3x4= 3x6= 3x4=
3x4— 3x4—
7-7-13 13-4-3 21-0-0
7-7-13 5-8-5 7-7-13
Plate Offsets(X,Y)-- [2:0-0-14,Edge],[6:0-0-14,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.07 10-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(CT) -0.17 10-13 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(CT) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.07 10 >999 240 Weight:93 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-5-8,6=0-5-8
Max Horz 2=-141(LC 10)
Max Uplift 2=-566(LC 12),6=-566(LC 12)
Max Grav 2=920(LC 1),6=920(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1647/1260,3-4=-1422/1120,4-5=-1422/1120,5-6=-1647/1260
BOT CHORD 2-10=-1017/1493,8-10=-563/1002,6-8=-1041/1493
WEBS 4-8=-332/472,5-8=-356/428,4-10=-332/472,3-10=-356/428
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 10-6-0,Exterior(2R)
10-6-0 to 13-6-0,Interior(1)13-6-0 to 22-4-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide This item has been
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 566 lb uplift at joint 2 and 566 lb uplift at electronically signed and
joint 6. sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961699
77522 H1 Hip 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:31 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-izCuQkNWFuhcTLS709Dl lg02H7MmLdOkbFTWzGvt_
1-4-0 5-8-12 9-0-0 12-0-0 15-3-4 21-0-0 22-4-0
1-4-0 5-8-12 3-3-4 3-0-0 3-3-4 5-8-12 1 4-0
Scale=1:38.6
4x4=
4x4
4 20 21 5
5.00 12 2x3�� 2x3 i
3 6
19 22
v
18 23
2 7
rn 6 Io
11 10 9
3x5= 3x4= 4x6= 3x4= 3x5=
9-0-0 12-0-0 21-0-0
9-0-0 3-0-0 9-0-0
Plate Offsets(X,Y)-- [2:0-0-2,Edge],[7:0-0-2,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.18 11-14 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.34 11-14 >750 240
BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.09 9-17 >999 240 Weight:92 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-5-8,7=0-5-8
Max Horz 2=-123(LC 10)
Max Uplift 2=-566(LC 12),7=-566(LC 12)
Max Grav 2=987(LC 17),7=987(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1749/1145,3-4=-1466/936,4-5=-1324/903,5-6=-1466/936,6-7=-1749/1145
BOT CHORD 2-11=-926/1646,9-11=-616/1323,7-9=-949/1602
WEBS 3-11=-408/408,4-11=-1 75/426,5-9=-175/426,6-9=-408/407
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-0-0,Exterior(2E)9-0-0
to 12-0-0,Exterior(2R)12-0-0 to 16-2-15,Interior(1)16-2-15 to 22-4-0 zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)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. This Item has been
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. electronically Signed and
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 566 lb uplift at joint 2 and 566 lb uplift at sealed by Reviewed, PE
joint 7. using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961700
77522 H2 Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:40 2021 Page 1
I D:W?smO5J2afFJhS7AMwln 1 hzH KNj-yi EIJpU97fq K2kerl Yt8ckGY9mq LfriyTeH EGVzGvsr
1X
7-0-0 14-0-0 21-0-0 22-4-0
7-0-0 7-0-0 7-0-0 14-0
Scale=1:38.6
4x8=
5x6=
3 18 19 4
5.00 12
17 20
16 21
2 5
oI, 6 I T
9 8 7
3x4= 2x3 11 3x6= 3x4= 3x4=
7-0-0 14-0-0 21-0-0
7-0-0 7-0-0 7-0-0
Plate Offsets(X,Y)-- [3:0-54,0-2-0],[4:0-3-0,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.07 9-12 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.17 9-12 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) 0.04 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.11 7-15 >999 240 Weight:87 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-5-8,5=0-5-8
Max Horz 2=99(LC 11)
Max Uplift 2=-566(LC 12),5=-566(LC 12)
Max Grav 2=920(LC 1),5=920(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1573/1065,3-4=-1397/1076,4-5=-1573/1065
BOT CHORD 2-9=-818/1388,7-9=-818/1397,5-7=-840/1389
WEBS 3-9=0/291,4-7=0/291
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-0-0,Exterior(2R)7-0-0
to 11-2-15,Interior(1)11-2-15 to 14-0-0,Exterior(2R)14-0-0 to 18-2-15,Interior(1)18-2-15 to 22-4-0 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)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. This Item has been
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. electronically Signed and
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 566 lb uplift at joint 2 and 566 lb uplift at sealed by Reviewed, PE
joint 5. using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961701
77522 J1 JACK-OPEN 24 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:46 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-mrcZasYwjVaUmf6?Op_Ys?WafAyg3bXgrZkYU8zGvsl
-1-4-0 1-0-0
14-0 1-0-0
Scale=1:6.7
3
5.00 12
2
m
0
0
a
0
1 4
3x4=
1-0-0
1-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 5 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) -0.00 5 >999 240 Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=73(LC 12)
Max Uplift 3=-1(LC 9),2=-208(LC 12),4=-14(LC 1)
Max Grav 3=17(LC 12),2=174(LC 1),4=40(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1 lb uplift at joint 3,208 lb uplift at joint 2
and 14 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961702
77522 J3 JACK-OPEN 18 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:50 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-fdr4PEbRnk5vFGPmdf3UOrhGfoEP?OXQmBimdvzGvsh
1 4-0 3-0-0
1 4-0 3-0-0
Scale=1:10.9
3
In
v
0
5.00 12 8
r;
0
N
2
1 9 4
3x4=
3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:0-0-10,Edge)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.02 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.01 4-7 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=121(LC 12)
Max Uplift 3=-67(LC 12),2=-246(LC 12),4=-51(LC 9)
Max Grav 3=67(LC 1),2=216(LC 1),4=50(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-11-4 zone;porch left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 67 lb uplift at joint 3,246 lb uplift at joint
2 and 51 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961703
77522 J5 Jack-Open 9 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:54 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-XO5bFbfxgybLjtjYsV7QAhrp6PVFxCWOhpgzmhzGvsd
X5-0-0
5-0-0
Scale=1:15.0
3
5.00 12
8 N
O
(V
2
1 4
3x4=
5-0-0
5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.02 4-7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.06 4-7 >984 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.07 4-7 >792 240 Weight:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=169(LC 12)
Max Uplift 3=-111(LC 12),2=-206(LC 12),4=-5(LC 12)
Max Grav 3=125(LC 1),2=288(LC 1),4=89(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 111 lb uplift at joint 3,206 lb uplift at
joint 2 and 5 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961704
77522 J5B Jack-Open 5 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:56 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-UnCLgHgBMar3zBtwzv9uF6x8oC9tP6018794gZzGvsb
5-0-0
5-0-0
Scale=1:14.9
2
5.00 12
7
O N
O
N
3
3x4=
5-0-0
5-0-0
Plate Offsets(X,Y)-- [1:0-1-6,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 0.99 Vert(LL) -0.03 3-6 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.07 3-6 >842 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.09 3-6 >683 240 Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-6-0 oc bracing.
REACTIONS. (size) 1=Mechanical,2=Mechanical,3=Mechanical
Max Horz 1=120(LC 12)
Max Uplift 1=-82(LC 12),2=-119(LC 12),3=-14(LC 12)
Max Grav 1=198(LC 1),2=130(LC 1),3=91(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint 1,119 lb uplift at joint
2 and 14 lb uplift at joint 3.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961705
77522 J5P JACK-OPEN 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:28:57 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-yzmjtdhg7tzwaLR7Xdh7oJTSdcdN8ZGSNnudN?zGvsa
X5-0-0
5-0-0
Scale=1:15.0
3
5.00 12
9 � N
O
(V
8
2
1 11 4
4x10 I I
4x4= 10
5-0-0
5-0-0
Plate Offsets(X,Y)-- [2:0-0-14,Edge],[2:0-0-4,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 0.41 Vert(LL) 0.14 4-7 >412 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.05 4-7 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:19 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=169(LC 12)
Max Uplift 3=-125(LC 12),2=-310(LC 12),4=-95(LC 12)
Max Grav 3=120(LC 1),2=288(LC 1),4=87(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-11-4 zone;porch left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 125 lb uplift at joint 3,310 lb uplift at
joint 2 and 95 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961706
77522 J7 Jack-Open 15 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:02 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-IwacxKlyyQbCh6K4KAGIVNBGHdKQpgVBW3cO2DzGvsV
X7-0-0
7-0-0
Scale=1:19.1
3
5.00 12
o 9 Tc+>
0
N
8
2
1 4
3x5=
7-0-0
7-0-0
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 0.61 Vert(LL) -0.08 4-7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.19 4-7 >439 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.19 4-7 >443 240 Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=217(LC 12)
Max Uplift 3=-165(LC 12),2=-235(LC 12),4=-10(LC 12)
Max Grav 3=181(LC 1),2=365(LC 1),4=128(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)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 165 lb uplift at joint 3,235 lb uplift at
joint 2 and 10 lb uplift at joint 4.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961707
77522 J7C Jack-Open 7 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:05 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-jVFIZMnrFL_nYa3f?Iq?7?ppQrH90AEdC1 r3fYzGvsS
1-4-0 2-8-0 7-0-0
1-4-0 2-8-0 44-0
Scale=1:19.1
4
5.00 12
M
N
O
O
3
N
10
4x6 i
3x4 11 5 O
0
2
1
6
3x4 11
3x4=
2-8-0 7-0-0
2-8-0 44-0
Plate Offsets(X,Y)-- [2:0-2-0,Edge],[3:0-04,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.12 3-5 >693 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.25 3-5 >337 240
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-MR Wind(LL) 0.29 3-5 >287 240 Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.3*Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
3-5:2x4 SP M 30
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=217(LC 12)
Max Uplift 4=-140(LC 12),2=-235(LC 12),5=-35(LC 12)
Max Grav 4=165(LC 1),2=365(LC 1),5=121(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)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 140 lb uplift at joint 4,235 lb uplift at
joint 2 and 35 lb uplift at joint 5.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961708
77522 J7P JACK-OPEN 19 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:07 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-fuNV_2p5myEVntC27jsTCQu8vezSU 1 pwgLK9jQzGvsQ
1 4-0 4-2-13 7-0-0
11 4-2-13 2-9-3
Scale=1:19.8
4
5.00 F12 2x3
3
o rn
11 M
0
N
10
q� 2
d
1 12 13 6
5x6=
4x5= 5
7-0-0
7-0-0
Plate Offsets(X,Y)-- [2:0-0-2,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.33 6-9 >250 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.13 6-9 >650 240
BCLL 0.0 * Rep Stress Incr YES WB 0.25 Horz(CT) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:28 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-8-0,5=Mechanical
Max Horz 2=217(LC 12)
Max Uplift 4=-48(LC 12),2=-380(LC 12),5=-273(LC 12)
Max Grav 4=62(LC 17),2=365(LC 1),5=217(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-286/427
BOT CHORD 2-6=-705/271
WEBS 3-6=-325/844
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 zone;porch left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections. This Item has been
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 lb uplift at joint 4,380 lb uplift at joint
2 and 273 lb uplift at joint 5. electronically Signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961709
77522 JE1 JACK-OPEN 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:11 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-XfcOpPscgBkxGVWpMZxPMG2rMFUjQujWbylNsCzGvsM
-1-4-0 1-0-0
14-0 1-0-0
Scale=1:6.7
3
5.00 12
2
m
0
0
a
0
1
4
3x4=
1-0-0
1-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.00 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 7 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) -0.00 7 >999 240 Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=1-0-0
Max Horz 2=73(LC 12)
Max Uplift 3=-14(LC 1),2=-208(LC 12)
Max Grav 3=57(LC 12),2=174(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 3 and 208 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961710
77522 JE3 JACK-OPEN 11 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL 8.430 s Mar 22 2021 MiTek Industries,Inc. Mon May 17 15:43:41 2021 Page 1
I D:W?smO5J2afFJhS7AMwln 1 hzH KNj-N Ra8DMC W 1 xktt8MISPDrc7?XSnWmumPetl b24yzFZW G
3-0-0
3-0-0
Scale=1:10.9
3
5.00 F12 9
n
0
N
2
1 4
3x4= 5
1-2-3 3-0-0
1-2-3 1-9-13
Plate Offsets(X,Y)-- [2:0-0-10,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.00 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.00 5 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(ILL) 0.00 8 >999 240 Weight:12 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings Mechanical except Ot=length)2=1-4-0,5=0-3-8.
(lb)- Max Horz 2=121(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)3,5 except 2=-204(LC 12)
Max Grav All reactions 250 lb or less at joint(s)3,2,4,5
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-11-4 zone;porch left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)3,5 except Ot=lb)
2=204.
LOAD CASE(S) Standard
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961711
77522 JL Jack-Open 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:16 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-udQvt7wkfjMDMGOm86Wa3Kmi5GBe59zFkE?8YPzGvsH
-1-4-0 1-4-0
14-0 1-4-0
Scale=1:7.4
3
5.00 12
2
1 4
3x4=
1-4-0
1-4-0
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 0.39 Vert(LL) 0.00 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(CT) 0.00 7 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) -0.00 7 >999 240 Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 14-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-8-0,4=Mechanical
Max Horz 2=81(LC 12)
Max Uplift 3=-10(LC 9),2=-192(LC 12)
Max Grav 3=15(LC 17),2=173(LC 1),4=25(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint 3 and 192 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961712
77522 JU3 JACK-CLOSED 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:19 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-IC51 V9ydyekoDj7LgF4HhyODBU1 hlWihQCEo9kzGvsE
1 4-0 3-0-0
1 4-0 3-0-0
Scale=1:10.9
3
4x5
5.00 12 8
2
1 3x4= 9 4 3x6
PROVIDE ANCHORAGE,DESIGNED BY OTHERS,
AT BEARINGS TO RESIST MAX.UPLIFT
AND MAX HORZ.REACTIONS
SPECIFIED BELOW.
3-0-0
3-0-0
Plate Offsets(X,Y)-- [2:0-0-6,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 0.40 Vert(LL) -0.00 7 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.01 7 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (size) 4=Mechanical,3=Mechanical
Max Horz 4=687(LC 12),3=-569(LC 12)
Max Uplift 4=-351(LC 12)
Max Grav 4=308(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1556/559,3-4=-273/730
BOT CHORD 2-4=-497/1604
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-10-4 zone;cantilever left
and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 351 lb uplift at joint 4. This Item has been
7)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. electronically Signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961713
77522 KJ3 Diagonal Hip Girder 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:23 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-BzLYLW?7?tFEiLR6348DsoYyt5ZCEJiHLgC?IVzGvsA
-1-10-10 4-2-3
1-10-10 4-2-3
Scale=1:11.9
3
3.54 12
8 M
N
N
2
1 9 4
3x4=
4-2-3
4-2-3
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) -0.03 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.03 4-7 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-10-15,4=Mechanical
Max Horz 2=120(LC 8)
Max Uplift 3=-43(LC 8),2=-190(LC 8)
Max Grav 3=86(LC 1),2=267(LC 1),4=63(LC 23)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss 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 43 lb uplift at joint 3 and 190 lb uplift at
joint 2.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)107 lb down and 59 lb up at
1-6-1,and 107 lb down and 59 lb up at 1-6-1 on top chord,and 37 lb down and 42 lb up at 1-6-1,and 37 lb down and 42 lb up at
1-6-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). This Item has been
LOAD CASE(S) Standard electronically signed and
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 sealed by Reviewed, PE
Uniform Loads(plf) using a Digital Signature.
Vert:1-3=-60,4-5=-20 Printed copies of this
Vert:9=57(F=29,B=29)
Concentrated Loads document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961714
77522 KJ5 Diagonal Hip Girder 4 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:28 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-Yx8ROD3GgPtWo6J4rekOYSFmH6E9vaxOV6vmzizGvs5
-1-10-10 3-9-9 7-0-2
1-10-10 3-9-9 3-2-8
Scale=1:17.1
3
I
3.54 F12
9
m
6 N
O
8 N
2
1 10 11 4
3x4=
7-0-2
7-0-2
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.16 4-7 >519 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.16 4-7 >517 240
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-MP Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-7-6,4=Mechanical
Max Horz 2=168(LC 8)
Max Uplift 3=-142(LC 8),2=-255(LC 8),4=-59(LC 5)
Max Grav 3=172(LC 1),2=366(LC 1),4=120(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss 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 142 lb uplift at joint 3,255 lb uplift at
joint 2 and 59 lb uplift at joint 4.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)107 lb down and 59 lb up at
1-6-1,107 lb down and 59 lb up at 1-6-1,and 45 lb down and 80 lb up at 4-4-0,and 45 lb down and 80 lb up at 4-4-0 on top chord,
and 37 lb down and 42 lb up at 1-6-1,37 lb down and 42 lb up at 1-6-1,and 18 lb down and 59 lb up at 4-4-0,and 18 lb down and
59 lb up at 4-4-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. S been
item all i has
ThIS
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Thieles onlCha Signed and
LOAD CASE(S) Standard sealed by Reviewed, PE
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 using a Digital Signature.
Uniform Loads(plf)L Printed copies of this
Concentrated Loads
Vert:Loads
(lb)a-5=-zo document are not considered
Vert:10=57(F=29,B=29)11=-12(F=-6,B=-6) signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961715
77522 KJ7 DIAGONAL HIP GIRDER 3 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:33 2021 Page 1
I D:W?smO5J2afFJhS7AMwln 1 hzH KNj-uuxKRx7PfxVpvtC 1 eBKZFvzfg7yganBlfNdXewzGvsO
-1-10-10 5-8-3 9-10-1
1-10-10 5-8-3 4-1-14
Scale=1:22.1
4
3.54 F12 13
3x4
3
12 N M
N
O M
N
11
2 7-1
1 14 15 7 16 6
3x4= 2x3 11 5
3x4=
5-8-3 9-10-1
5-8-3 4-1-14
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) 0.08 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.05 6-7 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.32 Horz(CT) -0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Weight:41 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical,2=0-10-15,5=Mechanical
Max Horz 2=217(LC 24)
Max Uplift 4=-126(LC 8),2=-413(LC 8),5=-416(LC 5)
Max Grav 4=114(LC 1),2=513(LC 1),5=370(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-837/746
BOT CHORD 2-7=-798/769,6-7=-798/769
WEBS 3-7=-265/279,3-6=-841/873
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 126 lb uplift at joint 4,413 lb uplift at
joint 2 and 416 lb uplift at joint 5. This item has been
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)107 lb down and 59 lb up at
1-6-1,107 lb down and 59 lb up at 1-6-1,45 lb down and 80 lb up at 4-4-0,45 lb down and 80 lb up at 4-4-0,and 75 lb down and electronically signed and
146 lb up at 7-1-15,and 75 lb down and 146 lb up at 7-1-15 on top chord,and 96 lb down and 42 lb up at 1-6-1,96 lb down and 42 sealed by Reviewed, PE
lb up at 1-6-1,18 lb down and 4 lb up at 4-4-0,18 lb down and 4 lb up at 4-4-0,and 42 lb down and 51 lb up at 7-1-15,and 42 lb using a Digital Signature.
down and 51 lb up at 7-1-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. COp12S Of this
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). document Printed rated are not considered
LOAD CASE(S) Standard signed and sealed and the
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 signature must be verified
Uniform Loads(plf) on any electronic copies.
Vert:1-4=-60,5-8=-20
Concentrated Loads(lb) Julius Lee PE No.34869
Vert:13=-70(F=-35,B=-35)14=57(F=29,B=29)15=-12(F=-6,B=-6)16=-77(F=-39,B=-39) MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961716
77522 KJA Diagonal Hip Girder 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:34 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-M4VieH81 QFdgX1 nECuroo7VrGXKNJIQutl M5AMzGvs?
-1-10-10 2-9-3
1-10-10 2-9-3
Scale=1:9.2
3
B o
3.54 12
M
2 N
W
O
1 9 4
3x4
2-9-3
2-9-3
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 0.15 Vert(LL) -0.01 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 4-7 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-10-15,4=Mechanical
Max Horz 2=96(LC 8)
Max Uplift 3=-6(LC 17),2=-210(LC 8),4=-31(LC 17)
Max Grav 3=60(LC 23),2=237(LC 1),4=85(LC 24)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss 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 6 lb uplift at joint 3,210 lb uplift at joint 2
and 31 lb uplift at joint 4.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)101 lb down and 55 lb up at
1-6-1,and 101 lb down and 55 lb up at 1-6-1 on top chord,and 38 lb down and 40 lb up at 1-6-1,and 38 lb down and 40 lb up at
1-6-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). This Item has been
LOAD CASE(S) Standard electronically signed and
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 sealed by Reviewed, PE
Uniform Loads(plf) using a Digital Signature.
Vert:1-3=-60,4-5=-20 Printed copies of this
Concentrated Loads(lb)Vert:9=53(F=26,B=26) document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961717
77522 KJB Diagonal Hip Girder 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL 8.430 s Mar 22 2021 MiTek Industries,Inc. Mon May 17 15:44:24 2021 Page 1
I D:W?smO5J2afFJhS7AMwln 1 hzHKNj-cjg PE3kUv99mXk8OUxVwsBHz06DKTC3zmD Wp4yzFZVb
4-2-3
4-2-3
Scale=1:10.5
2
3.54 12
8
M
(V
N
1
3
3x4= 4
1-8-15 4-2-3
1-8-15 2-5 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 0.07 Vert(LL) -0.00 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 7 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) 0.00 7 >999 240 Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings Mechanical except(jt=length)1=1-10-10,4=0-3-8.
(lb)- Max Horz 1=71(LC 8)
Max Uplift All uplift 100 lb or less at joint(s)1,2,4
Max Grav All reactions 250 lb or less at joint(s)1,2,3,4
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
3)This truss has been designed for a 10.0 lost 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)1,2,4.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)76 lb down and 70 lb up at 1-6-1
on top chord. The design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 This item has been
Uniform Loads(pit) electronically signed and
Vert:1-2=-60,3-5=-20 sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961718
77522 KJC Diagonal Hip Girder 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:45 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-YCgty2Gxgd06Lj6LLiYNI RThVz4BOG8WPFXA2DzGvrq
-1-10-10 1-9-14
1-10-10 1-9-14
Scale=1:7.4
8 3
3.54 12
ci 2 m
0
0
m
m
0
1
9 4
3x4=
1-9-14
1-9-14
Plate Offsets(X,Y)-- [2:0-2-0,0-0-2]
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 0.28 Vert(LL) -0.00 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.00 7 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 1-9-14 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical,2=0-10-15,4=Mechanical
Max Horz 2=80(LC 12)
Max Uplift 3=-43(LC 21),2=-258(LC 12),4=-56(LC 21)
Max Grav 3=120(LC 32),2=239(LC 1),4=112(LC 32)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 lb uplift at joint 3,258 lb uplift at joint
2 and 56 lb uplift at joint 4.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)162 lb down and 37 lb up at
1-6-1,and 162 lb down and 37 lb up at 1-6-1 on top chord,and 40 lb down and 31 lb up at 1-6-1,and 40 lb down and 31 lb up at This item has been
1-6-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). electronically Signed and
sealed by Reviewed, PE
LOAD CASE(S) Standard using a Digital Signature.
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Printed copies of this
Uniform Loads(plf)
Vert:1-3=-60,4-5=-20 document are not considered
Concentrated Loads(lb) signed and sealed and the
Vert:9=35(F=18,B=18) signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961719
77522 KJE DIAGONAL HIP GIRDER 1 1
Job Reference(optional)
Chambers Truss,Inc.,Fort Pierce,FL 8.430 s Mar 22 2021 MiTek Industries,Inc. Mon May 17 15:46:08 2021 Page 1
I D:W?smO5J2afFJhS7AMwln 1 hzH KNj-KBK1 T6G5YgiXpVVT3BH FeT5TdsFOn6ySu3A8cPzFZUv
-1-10-10 4-2-3
1-10-10 4-2-3
Scale=1:11.8
3
I
3.54 12
9 M
V]
(V
N
2
1 4
3x4= 5
1-8-15 4-2-3
1-8-15 2-5 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 0.15 Vert(LL) -0.00 5 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 4-5 >999 240
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MP Wind(LL) -0.00 8 >999 240 Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings Mechanical except Ot=length)2=1-10-10,5=0-3-8.
(lb)- Max Horz 2=120(LC 8)
Max Uplift All uplift 100 lb or less at joint(s)3,5 except 2=-275(LC 8)
Max Grav All reactions 250 lb or less at joint(s)3,2,4,5
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
the use of this truss component.
3)This truss has been designed for a 10.0 lost 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)3,5 except Ot=lb)
2=275.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)76 lb down and 70 lb up at 1-6-1,
and 76 lb down and 70 lb up at 1-6-1 on top chord. The design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard This item has been
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 electronically signed and
Uniform Loads(pit) sealed by Reviewed, PE
Vert:1-3=-60,4-6=-20
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cent 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961720
77522 M ATTIC 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:29:47 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-Uaod Nj I BMEGga 1 GkT7argsY_MmfWsxJptzOH76zGvro
1 4-0 8-6-0 13-9-5 20-4-0 12 1-11-4
1-4-0 8-6-0 5-3-5 6-6-11 1-7-
5.00 12 3x4
4x5= Scale=1:55.2
=
618 7
3x4
3x6 17
5
4
3x4
3
16
2
y]1
0
12 11 10 19 9 8
3x4=
2x3 13x6= 3x4— 3x6
3x10=
8-6-0 13-9-5 20-4-0 21-11-4
8-6-0 5-3-5 6-6-11 1-7 4
Plate Offsets(X,Y)-- [2:0-1-6,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 0.45 Vert(LL) -0.18 12-15 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.35 12-15 >755 240
BCLL 0.0 * Rep Stress Incr YES WB 0.98 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.19 12-15 >999 240 Weight:142 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing.
WEBS 1 Row at midpt 7-8,5-9,6-9
REACTIONS. (size) 8=Mechanical,2=0-8-0
Max Horz 2=543(LC 12)
Max Uplift 8=-569(LC 12),2=491(LC 12)
Max Grav 8=1018(LC 18),2=1059(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1760/637,3-5=-1063/384,7-8=-1056/651
BOT CHORD 2-12=-1008/1622,10-12=-1008/1622,9-10=-604/949
WEBS 3-12=-9/309,3-10=-812/488,5-10=-227/669,5-9=-1025/646,6-9=-231/339,
7-9=-697/1088
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 204-0,Exterior(2E)
20-4-0 to 21-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding.
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 This item has been
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Refer to girder(s)for truss to truss connections. electronically signed and
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 569 lb uplift at joint 8 and 491 lb uplift at sealed by Reviewed, PE
joint 2. using a Digital Signature.
8)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961721
77522 M1 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:30:00 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-c54X6ASLl Ev_el mEjMJurbaEz04xOpkjs4f r4szGvrb
1 4-0 7-0-13 13-0-2 18-4-0 21-11-4
1 4-0 7-0-13 5-11-6 5-3-14 3-7-4
4x4= Scale=1:46.5
3x4=
5.00 12 6 16 17 7
3x4 15
3x6 5
4
2x3
3
14
2
�1
0
10 18 19 9
8
5x8= 4x8= 3x6
3x5
9-11-5 18-4-0 21-11-4
9-11-5 8-4-11 3-7-4
Plate Offsets(X,Y)-- [2:0-0-6,Edge],[10:0-4-0,0-3-0]
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 0.33 Vert(LL) -0.17 10-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.37 10-13 >709 240
BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.03 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.13 10-13 >999 240 Weight:130 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-9 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-9-13 oc bracing.
WEBS 1 Row at midpt 7-8
REACTIONS. (size) 8=Mechanical,2=0-8-0
Max Horz 2=494(LC 12)
Max Uplift 8=-551(LC 12),2=-509(LC 12)
Max Grav 8=1005(LC 17),2=1063(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1823/780,3-5=-1546/640,5-6=-482/206,6-7=-397/255,7-8=-991/684
BOT CHORD 2-10=-1113/1696,9-10=-682/1001
WEBS 3-10=-431/409,5-10=-283/790,5-9=-851/597,7-9=-638/998
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 18-4-0,Exterior(2E)
18-4-0 to 21-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding.
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=1 O.Opsf. This Item has been
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 551 lb uplift at joint 8 and 509 lb uplift at electronically signed and
joint 2. sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961722
77522 M2 Monopitch 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:30:18 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-4Y9LtKgd2mAQoo8hn8e6aOKH KGHKc3rN?uOQjpzGvrJ
1 4-0 8-6-0 13-7-8
1 4-0 8-6-0 5-1-8
3x4 Scale=1:36.3
5.00 12 5
12
3x4
4
3x6
3
11
2
7
6
3x4— 2x3 6x8=
8-6-0 13-7-8
8-6-0 5-1-8
Plate Offsets(X,Y)-- [2:0-1-6,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.10 7-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.25 7-10 >659 240
BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.18 7-10 >905 240 Weight:66 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing.
REACTIONS. (size) 2=0-8-0,6=0-3-8
Max Horz 2=376(LC 12)
Max Uplift 2=-339(LC 12),6=-357(LC 12)
Max Grav 2=623(LC 1),6=535(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-738/366
BOT CHORD 2-7=-669/628,6-7=-669/628
WEBS 4-7=-28/334,4-6=-774/821
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 13-5-12 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 339 lb uplift at joint 2 and 357 lb uplift at This item has been
joint 6.
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961723
77522 M3 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:30:22 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-yJPsjhj86?gsHPRSOzi21EV_ctdrYvSzvvV_dsazGvrF
1 4-0 8-6-2 12-4-0 13-7-8
1 4-0 8-6-2 3-9-14 1-3-8
4x5— 3x4 11 Scale=1:34.2
4 5
3x4
5.00 12 13 3
12
2
8 7
6
3x4— 2x3 I I 6x8— 3x4
8-6-2 12-4-0 13-7-8
8-6-2 3-9-14 1-3-8
Plate Offsets(X,Y)-- [2:0-1-10,Edge],[7:0-3-8,0-3-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.10 8-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.24 8-11 >671 240
BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.15 8-11 >999 240 Weight:71 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-7-5 oc bracing.
REACTIONS. (size) 6=0-3-8,2=0-8-0
Max Horz 2=349(LC 12)
Max Uplift 6=-346(LC 12),2=-350(LC 12)
Max Grav 6=535(LC 1),2=623(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-752/361
BOT CHORD 2-8=-601/640,7-8=-601/640
WEBS 3-8=-99/381,3-7=-822/761
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 12-4-0,Exterior(2E)
12-4-0 to 13-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding.
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. This Item has been
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 346 lb uplift at joint 6 and 350 lb uplift at
joint 2. electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961724
77522 M4 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:30:33 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-8RZ01 Srl W N3165nZ9n PehZSsIJP3dwvaSj9jlRzGvr4
1-4-0 8-6-0 10-4-0 13-7-8
1-4-0 8-6-0 1-10-0 3-3-8
4x4= 3x4= Scale=1:29.3
4 5
3x4
3
5.00 12
13
12
2
8 7
2x3 11 3x8= 6
3x4= 3x6
8-6-0 10-4-0 13-7-8
8-6-0 1-10-0 3-348
Plate Offsets(X,Y)-- [2:0-1-6,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) -0.09 8-11 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.23 8-11 >695 240
BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 6 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.15 8-11 >999 240 Weight:74 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-3-8 oc bracing.
REACTIONS. (size) 6=0-3-8,2=0-8-0
Max Horz 2=300(LC 12)
Max Uplift 6=-329(LC 12),2=-367(LC 12)
Max Grav 6=535(LC 1),2=623(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-750/472,3-4=-391/373,4-5=-276/298,5-6=-492/569
BOT CHORD 2-8=-646/636,7-8=-646/636
WEBS 3-8=-67/364,3-7=-758/726,5-7=-511/472
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 10-4-0,Exterior(2E)
10-4-0 to 13-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding.
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. This Item has been
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 329 lb uplift at joint 6 and 367 lb uplift at
joint 2. electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961725
77522 M5 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:30:39 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-zbxH IVwo6DpRgOFjW2W2xgisGkRh 1 aBTgfcl y5zGvr_
1 4-0 4-10-11 8-4-0 13-7-8
1 4-0 4-10-11 3-5-5 5-3-8
Scale=1:25.5
5x6= 3x4=
3 12 13 14 4
5.00 12
11
10
2
6 3x4=
3x5= 5
3x6 I I
8-4-0 13-7-8
8-4-0 5-3-8
Plate Offsets(X,Y)-- [2:0-1-2,Edge],[3:0-3-4,0-2-4]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.11 6-9 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.27 6-9 >608 240
BCLL 0.0 * Rep Stress Incr YES WB 0.47 Horz(CT) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.20 6-9 >825 240 Weight:62 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing.
REACTIONS. (size) 5=0-3-8,2=0-8-0
Max Horz 2=252(LC 12)
Max Uplift 5=-345(LC 9),2=-382(LC 12)
Max Grav 5=535(LC 1),2=623(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-714/482,3-4=-575/565,4-5=-522/564
BOT CHORD 2-6=-579/582
WEBS 3-6=-182/354,4-6=-679/694
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 8-4-0,Exterior(2R)8-4-0
to 12-6-15,Interior(1)12-6-15 to 13-5-12 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding.
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 This item has been
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 345 lb uplift at joint 5 and 382 lb uplift at electronically signed and
joint 2. sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961726
77522 MV2 Valley 2 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:30:42 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-NAcQwXyhP8COhUzIBA31YSKTKxYLE2FvWdghYQzGvgx
2-0-0
2-0-0
Scale=1:6.9
5.00 12 2
1
3
3x4
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 0.08 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=2-0-0,2=2-0-0,3=2-0-0
Max Horz 1=31(LC 12)
Max Uplift 1=-21(LC 12),2=-38(LC 12)
Max Grav 1=51(LC 1),2=38(LC 1),3=25(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Bearing at joint(s)2 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 21 lb uplift at joint 1 and 38 lb uplift at
joint 2.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961727
77522 MV4 Valley 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:30:47 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-k7QJzEOgDggJnFsGJfwFW1 DsyDzvJUeguYSEdzGvgs
4-0-0
4-0-0
Scale=1:11.1
2
3x4
5.00 12
------------
3
3x4 G 3x4 11
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 0.54 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 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.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-0-0,3=4-0-0
Max Horz 1=76(LC 12)
Max Uplift 1=-53(LC 12),3=-84(LC 12)
Max Grav 1=125(LC 1),3=125(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 53 lb uplift at joint 1 and 84 lb uplift at
joint 3.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961728
77522 MV6 Valley 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:30:51 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-cufppc3KHvKIGs91 DZksQMB777c3r5MEaW WgNPzGvgo
6-0-0
6-0-0
3x4 11 Scale:3/4"=1'
3
5.00 12
7
2x3 11
2
6
Ll
5 4
3x4 2x3 II 3x4 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 0.30 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.3 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (size) 1=6-0-0,4=6-0-0,5=6-0-0
Max Horz 1=124(LC 12)
Max Uplift 4=-61(LC 12),5=-174(LC 12)
Max Grav 1=61(LC 1),4=90(LC 1),5=259(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-255/114
WEBS 2-5=-262/457
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)0-8-12 to 3-8-12,Interior(1)3-8-12 to 5-10-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 61 lb uplift at joint 4 and 174 lb uplift at This item has been
joint 5.
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961729
77522 N ATTIC 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:30:55 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-VgvKez6rL8gAkUToSPooaCMd8AuQnklgV8UtWAzGvgk
1-4-0 8-6-1 13-10-15 1g-5-j2 20-6-8 21-11 4,
1-4-0 8-6-1 5 4-14 0-6-13 6-0-12 14-12
4x5= Scale=1:52.8
3x4
5.00 12 6 7
3x6 3x4 17
5
4
3x4
3
16
2
q]1
0
12 11 10 18 9 8
3x4
2x3 3x6= 3x4= 3x4 11
3x8=
8-6-1 14-5-12 20-6-8 21-11-4,
8-6-1 5-11-11 6-0-12 1 4-12
Plate Offsets(X,Y)-- [2:0-1-6,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.15 12-15 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.30 12-15 >573 240
BCLL 0.0 * Rep Stress Incr YES WB 0.81 Horz(CT) 0.01 10 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.17 12-15 >999 240 Weight:143 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:9-10.
WEBS 1 Row at midpt 7-8,6-9
REACTIONS. (size) 8=Mechanical,2=0-8-0,10=0-3-8
Max Horz 2=548(LC 12)
Max Uplift 8=-148(LC 12),2=-275(LC 12),10=-637(LC 12)
Max Grav 8=134(LC 18),2=61 O(LC 18),10=1335(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-616/43,3-5=-304/289
BOT CHORD 2-12=-444/569,10-12=-444/569
WEBS 3-12=-5/327,3-10=-897/540,5-10=-657/484,5-9=-78/329,6-9=-258/343
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 20-6-8,Exterior(2E)
20-6-8 to 21-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been
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. electronically signed and
7)Refer to girder(s)for truss to truss connections. Sealed by Reviewed, PE
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 8,275 lb uplift at using a Digital Signature.
joint 2 and 637 lb uplift at joint 10. Printed copies Of this
9)ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE.
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961730
77522 N1 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:30:59 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-NR8rUL9LOMLcD5mZhFtkl2X13oF7jgJ PQmS5fxzGvgg
1 4-0 8-6-0 11-1-12 14-4-0 18-6-8 21-11-4
1 4-0 8-6-0 2-7-12 3-2 4 4-2-8 3 4-12
4x4= Scale:1/4"=1'
3x4=
5.00 12 7 20 8
3x4
6
3x5
3x6 5
3x4 4
3
19
2 13 12 0
1 Io
3x4= 4x4—
15 14 11 10 g
3x4= 2x3 I I 3x4= 3x6 3x8= 3x4
8-6-0 11-1-12 14-4-0 14- 12 1%6-8 21-11-4
8-6-0 2-7-12 3-2 4 0- -12 4-0-12 3 4-12
Plate Offsets(X,Y)-- [2:0-1-6,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.10 15-18 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.24 15-18 >716 240
BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) -0.01 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.16 15-18 >999 240 Weight:148 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30*Except* except end verticals.
5-14,6-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-0-8 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-9
REACTIONS. (size) 9=Mechanical,2=0-8-0,11=0-3-8
Max Horz 2=499(LC 12)
Max Uplift 9=-152(LC 9),2=-282(LC 12),11=-671(LC 12)
Max Grav 9=172(LC 22),2=593(LC 1),11=1077(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-666/70,3-5=-257/0,5-6=-280/251
BOT CHORD 2-15=-423/544,14-15=-423/544,13-14=-375/514,5-13=-348/519,11-12=-1045/788,
6-12=-603/522
WEBS 3-15=-19/332,3-14=-680/483,5-12=-505/349,6-10=-176/303,7-10=-199/255
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=oft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 18-6-8,Exterior(2E)
18-6-8 to 21-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been
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 electronically signed and
will fit between the bottom chord and any other members. Sealed by Reviewed, PE
7)Refer to girder(s)for truss to truss connections. using a Digital Signature.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 lb uplift at joint 9,282 lb uplift at Printed copies of this
joint 2 and 671 lb uplift at joint 11. p
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961731
77522 N2 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:31:02 2021 Page 1
I D:W?smO5J2afFJhS7AMwln 1 hzH KNj-nOgz6NCEhHjB4YV8M NQRMg9pE?81 wl gr6kglFGzGvgd
1 4-0 8-6-0 11-1-12 14-4-0 16-6-8 21-11-4
1 4-0 8-6-0 2-7-12 3-2 4 2-2-8 5-4-12
4x4= Scale=1:45.3
3x4=
5.00 F12 7 21 22 8
3x4
6
3x8� 20
3x6 5
3x4
4
3
LJ
19 13 12
3x4= 3x8— m
2
q11
0
15 14 11 10 23 9
3x4= 2x3 I 4x4= 4x6 11 3x8= 3x4 11
8-6-0 11-1-12 14-4-0 14- 121%6-8 21-11-4
8-6-0 2-7-12 3-2-4 0- -12 2-0-12 5-4-12
Plate Offsets(X,Y)-- [2:0-1-6,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 0.40 Vert(LL) -0.15 15-18 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.31 15-18 >565 240
BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(CT) -0.02 11 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.17 15-18 >999 240 Weight:143 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP M 30*Except* except end verticals.
5-14,6-11:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-10
REACTIONS. (size) 9=Mechanical,2=0-8-0,11=0-3-8
Max Horz 2=451(LC 12)
Max Uplift 9=-164(LC 9),2=-294(LC 12),11=-684(LC 12)
Max Grav 9=221(LC 18),2=637(LC 17),11=1233(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-698/104,3-5=-274/14,5-6=-269/290
BOT CHORD 2-15=-405/636,14-15=-405/636,13-14=-393/627,5-13=-344/624,12-13=-188/263,
11-1 2=-1 281/832,6-12=-771/561
WEBS 3-15=-2/314,5-12=-611/384,6-10=-263/472,3-14=-801/484
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 16-6-8,Exterior(2R)
16-6-8 to 20-9-7,Interior(1)20-9-7 to 21-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This Item has been
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 electronically signed and
will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. sealed by Reviewed, PE
6)Refer to girder(s)for truss to truss connections. using a Digital Signature.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 lb uplift at joint 9,294 lb uplift at Printed copies of this
joint 2 and 684 lb uplift at joint 11. p
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961732
77522 N3 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:31:04 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-kPxkX2DUDvzuKsfXToSvR5E9apxdOxp8a29sK8zGvgb
1 4-0 8-6-0 11-1-12 14-6-8 21-11-4
1 4-0 8-6-0 2-7-12 3-4-12 7-4-12
5x6 II Scale=1:41.8
4x4=
5.00 12 6 19 20 7
5x8 LJ
18 5
3x4
3x6
4
3
11 10
3x4— 3x8—
co
0
17
N
2
i1
O
13 12 21
9 6x8= 8
3x4= 2x3 I I 4x5= 3x4
8-6-0 11-1-12 14-4-0 14- 12 21-11-4
8-6-0 2-7-12 3-2 4 0- -12 7-5-8
Plate Offsets(X,Y)-- [2:0-1-6,Edge],[6:0-2-12,0-2-8]
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 0.41 Vert(LL) -0.17 13-16 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.34 13-16 >516 240
BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(CT) -0.01 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.19 13-16 >939 240 Weight:129 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
6-7:2x6 SP No.2 except end verticals.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:9-10.
WEBS 1 Row at midpt 7-9
REACTIONS. (size) 8=Mechanical,2=0-8-0,9=0-3-8
Max Horz 2=397(LC 12)
Max Uplift 8=-156(LC 9),2=-312(LC 12),9=-677(LC 12)
Max Grav 8=261(LC 24),2=651(LC 17),9=1192(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-735/151,4-5=-303/54,5-6=-280/315
BOT CHORD 2-13=-407/666,12-13=-407/666,11-12=-427/688,5-11=-378/686,10-11=-301/476,
9-10=-957/760,6-10=-503/490
WEBS 4-13=0/302,5-10=-796/548,4-12=-862/521
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 14-7-8,Exterior(2R)
14-7-8 to 18-10-7,Interior(1)18-10-7 to 21-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Provide adequate drainage to prevent water ponding. This Item has been
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and
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 sealed by Reviewed, PE
will fit between the bottom chord and any other members,with BCDL=10.Opsf. using a Digital Signature.
7)Refer to girder(s)for truss to truss connections. Printed copies Of this
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 156 lb uplift at joint 8,312 lb uplift at p
joint 2 and 677 lb uplift at joint 9. document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961733
77522 N4 Half Hip 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:31:05 2021 Page 1
ID:W?smO5J2afFJhS7AMwln 1 hzHKNj-CbV61OE6_C5lxOEj 1 V_8_JnKBCHT7M FloivPsbzGvga
1-4-0 8-6-0 11-1-12 12-6-8 , 14 4-0 , 21-11-4
1-4-0 8-6-0 2-7-12 1-4-12 1-9-8 7-7-4
Scale=1:39.5
4x8=
3x4— 3x5—
4x5 5 6 19 20 21 7
4
5.00 F12 4x4
3
12 10
4x8= 11 3x4—
3x4=
co
A
18
2
EE LA
14 13
9 6x8= 8
3x4= 3x4— 3x4 11 3x4 11
8-6-0 11-1-12 12-6-8 14-4-014- 12 21-11-4
8-6-0 2-7-12 1 4-12 1-9-8 0- -12 7-5-8
Plate Offsets(X,Y)-- [2:0-1-6,Edge],[5:0-5-4,0-2-0],[12:0-5-8,0-3-12]
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 0.42 Vert(LL) -0.11 14-17 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.26 14-17 >662 240
BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) -0.01 8 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-MS Wind(LL) 0.17 14-17 >999 240 Weight:125 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins,
BOT CHORD 2x4 SP M 30`Except` except end verticals.
4-13,6-9:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-12 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-9
REACTIONS. (size) 8=Mechanical,2=0-8-0,9=0-3-8
Max Horz 2=354(LC 12)
Max Uplift 8=-164(LC 9),2=-347(LC 12),9=-616(LC 9)
Max Grav 8=228(LC 1),2=630(LC 1),9=965(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-751/278,3-4=-1585/1111,4-5=-404/218
BOT CHORD 2-14=-484/640,4-12=-748/1003,11-12=-1122/1453,10-11=-285/441,9-10=-868/715,
6-10=-440/480
WEBS 3-14=-734/692,4-11=-1 164/942,5-11=-358/497,5-10=-715/555,3-12=-591/752,
12-14=-842/1127
NOTES-
1)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 12-6-8,Exterior(2R)
12-6-8 to 16-9-7,Interior(1)16-9-7 to 21-9-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
2)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3)Provide adequate drainage to prevent water ponding. This Item has been
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. electronically Signed and
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 sealed by Reviewed, PE
will fit between the bottom chord and any other members. using a Digital Signature.
6)Refer to girder(s)for truss to truss connections. Printed copies Of this
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 lb uplift at joint 8,347 lb uplift at p
joint 2 and 616 lb uplift at joint 9. document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cart 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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 1408 LONE PINE DR/KHOUR
T23961734
77522 V4 Valley 1 1
Job Reference(optional)
Chambers Truss, Fort Pierce,FL-34982, 8.430 s Apr 20 2021 MiTek Industries,Inc. Thu May 13 12:31:06 2021 Page 1
ID:W?smO5J2afFJhS7AMwlnl hzHKNj-gn3UykFkIWDcZApvbDVNXWJZOciJsvBR1 LeyP1zGvgZ
2-0-0 4-0-0
2-0-0 2-0-0
3x6= Scale=1:7.5
5.00 12 2
3
1
3x4 3x4
4-0-0
4-0-0
Plate Offsets(X,Y)-- [2:0-3-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins.
BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=4-0-0,3=4-0-0
Max Horz 1=-15(LC 10)
Max Uplift 1=-56(LC 12),3=-56(LC 12)
Max Grav 1=102(LC 1),3=102(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-16;Vult=160mph(3-second gust)Vasd=124mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2E)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Building Designer/Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4)Gable requires continuous bottom chord bearing.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 56 lb uplift at joint 1 and 56 lb uplift at
joint 3.
This item has been
electronically signed and
sealed by Reviewed, PE
using a Digital Signature.
Printed copies of this
document are not considered
signed and sealed and the
signature must be verified
on any electronic copies.
Julius Lee PE No.34869
MiTek USA,Inc.FL Cert 6634
6904 Parke East Blvd.Tampa FL 33610
Date:
May 17,2021
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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