HomeMy WebLinkAboutTruss Drawing W Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss design;rely on.lumber values established by others.
MiTek®
RE: 73795 -4735 Selvitz MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa,FL 33610-4115
Customer Info: JC & Sons ProjectName: 73795 Model:
Lot/Block: Subdivision:
Address: 4735 Selvitz
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: FBC2014/TP12007 Design Program: MiTek 20/20 7.6
Wind Code: ASCE 7-10 [All HeighII Wind Speed: 165 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 51 individual, dated 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 T9539737 A 9/23/1693 T9539759 GRA 9/23/16
2 T9539738 D 9/23/1624 T9539760 GRB 9/23/16
3 T9539739 D1 9/23/1625 T9539761 GRC 9/23/16
4 T9539740 D2 9123/1626 T9539762 GRD 9/23/16
5 T9539741 D3 9/23/1627 T9539763 GRE 9/23/16
6 T9539742 D4 9/23/1628 T9539764 G R F 9/23/16
7 T9539743 D5 9/23/1629 T9539765 GRG 9/23/16
8 T9539744 D6 9/23/1630 T9539766 GRK 9/23/16
9 T9539745 D7 9/23/1631 T9539767 GRL 9/23/16
10 T9539746 D8 9/23/1632 T9539768 J1 9/23/16
11 T9539747 D9 9/23/1633 T9539769 J3 9/23/16
12 T9539748 D9A 9/23/1634 T9539770 J5 9/23/16
13 T9539749 G 9/23/1635 T9539771 J7 9/23/16
14 T9539750 G1 9/23/1636 T9539772 JA3 9/23/16
15 T9539751 G2 9/23/1637 T9539773 JA5 9/23/16
16 T9539752 G3 9/23/1638 T9539774 JC5 9/23/16
17 T9539753 G4 9/23/1639 T9539775 JC7 9/23/16
18 T9539754 G5 9/23/1640 T9539776 K 9/23/16
19 T9539755 G6 9/23/1641 T9539777 K1 9/23/16
20 T9539756 G7 9/23/1642 T9539778 K2 9/23/16
21 T9539757 G8 9/23/1643 T9539779 K3 9/23/16
22 T9539758 G9 9/23/1644 T9539780 KJ5 9/23/16
_The truss drawing(s)referenced above have been prepared by MiTek goo' 0,
AJSA,Inc. under my direct supervision based on the parameters NV�P•••••••RFU'
provided by Chambers Truss. ,.®Q�;••�,�C E NS�•9�ji'®�
'Tii%lss Design Engineer's Name: ORegan, Philip 6
My'license renewal date for the state of Florida is February 28,2017.
® ,Ir
�cc
ns is a certification STATE O F
The seal on these truss component designs
IMPORTANT NOTE: p 9
that the engineer named is licensed in the jurisdiction(s)identified and that the ���,�'.• P.;'�
designs comply with ANSI/TPI 1. These designs are based upon parameters ee�� '•4 O R 1 O.•' N I:
shown supports,project dimensions, oi and sch were
gventoMiTek. Any specific informationncluded i for M Tek'sn codes), customers
file reference purpose only,and was not taken into account in the preparation of
these designs. MiTek has not independently verified the applicability of the design Philip J.O'Regan PE No.58126
parameters or the designs for any particular building. Before use,the building designer MITek USA,Inc.FL Cart 6634
should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610
into the'overall building design per ANSI/TPI 1,Chapter 2. Date:
September 23,2016
ORegan,Philip 1 of 2
f
RE: 73795 -4735 Selvitz
Site Information:
Customer Info: JC & Sons Project Name: 73795 Model:
Lot/Block: Subdivision:
Address: 4735 Selvitz
City: St Lucie County State: FL
No. Seal# Truss Name Date
45 T9539781 KJ7 9/23/16
46 T9539782 KJC7 9/23/16
47 T9539783 KJF 9/23/16
48 T9539784 MV2 9/23/16
49 T9539785 MV4 9/23/16
50 T9539786 MV6 9/23/16
51 T9539787 MV8 9/23/16
7
2of2
3
Job Truss 7rlu
Type Oty P y 4735 SelvitzT9539737
73795 A 1 1
Job Reference o tional
Chambers Truss,Inc., Fort Pierce,FL - 7.640 s Apr 19 2016 Mi rek Industries,Inc. Fri Sep 23 13:39:26 2016 Page 1
I D:vZLeUNtsq U 1 gaZhkoPAB 1 oy67ds-3r_4DrMUvJJm9V6gOgc62FAW c3apD51S2NSlxnyal8l
5-8-12 9-0-0 11-0-0 14-3-3 _ 19-4-0
41-0 5-8-12 3-3-4 2-0-o 3-3-3 5-0-13
Scale=1:34.7
4x4= 4x4=
4 5
5.00 12 2x3� 2x3 i
3 6
7 3x4 o
8
2 I�
1 n
0
11 10 9
3x6= 3x6 11
3x4= 3x4= 3x4=
i 9-0-0 11-0-0 19-4-0
9-0-0 2-0-0 8-4-0
Plate Offsets(X,Y)-- f2:0-2-6,Edgel,(8:0-3-1,0-2-151
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.09 10-18 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.25 10-18 >919 240
BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.03 8 r1/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) -0.0610-18 >999 240 Weight:88lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP Ml 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-2-3 oc bracing.
WEBS 2x4 SP No.3
SLIDER Right 2x4 SP No.3 2-6-0
REACTIONS. (lb/size) 8=700/0-3-8,2=806/0-8-0
Max Harz 2=176(LC 7)
Max Uplift8=-404(LC 8),2=-529(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-12591769,3-4—999/620,4-5=890/605,5-6=-995/617,6-7=-1165/741,
7-8=-842/320
BOT CHORD 2-11—642/1130,10-11=-642/1130,9-10=-406/890,8-9=605/1076
WEBS 3-10=-359/288,4-10=125/260,6-9=-324/244
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuit=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=131t;B=80ft;L=591t;eave=7ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)except Qt=lb)8=404,
2=529.
,7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
1
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MITekO 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 verity the applicability of design parameters and property 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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Y 1}
Job Truss Truss Type Qty Ply 4735 Setvhz
T9539738
73795 D SPECIAL 1
Job Reference o tional
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:27 2D76 Page 1
I D:vZLeU NtsgU 1 gaZhkoPAB1 oy67ds-X1 YTRBN6gdRdmf hOyO7LaTjYxTmW yM PcG 1 BsTEyal8k
1-4 2-1-14 3-8-0 9-0-0 15-8-0 22-9-2 29-8-8 36-7-14 43-9-0
1-4-0 2-1-14 1fi-2 5-4-0 6-8-0 7-1-2 6-11-6 6-11-6 7-1-2
Scale=1:79.5
M= 3x4 II 3x4= 4x6= M= 3x4 II 4x6= 5x6=
5.00 12
5 26 6 27 7 8 28 9 29 10 11 12
3x4
4x10 i 4
3
io
1 2
0 0 19
22 21 4x4= 17 16 15 14 13
3x8= 7x12= 6x8= 5x6= 5x10= 3x6 I I
3x8 II
6x10 MT18HS 3x4=
2-1-14 3-8-0 9-0-0 15-8-0 22-9-2 29-8-8 36-7-14 43-9 0
2-1-14 1-6-2 5-4-0 6-8-0 7-1-2 6-11-6 6-11-6 ' 7-1-2
Plate Offsets(X Y)-- f2:0-3-0 0-1-8) f5:0-5-12 0-2-8) f8:0-3-0 Edqe) (11:0-3-0 Edge) fl5:0-3-0 0-3-4) f16:0-1-8 0-2-8) j20:0-5-0 0-3-4) f22:0-3-14 0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.58 6 >897 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.33 16-17 >392 240 MT18HS 244/190
BCLL 0.0 Rep Stress[nor YES WB 0.84 Horz(TL) 0.41 13 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 (Matrix-M) Wind(LL) 0.85 6 >615 240 Weight:242lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood,sheathing directly applied or 2-2-0 oc pudins, except
BOT CHORD 2x4 SP M 30`Except` end verticals.
6-17:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-19,5-18,16-18,9-14,12-14
3-20,16-18,9-16,9-14,12-14:2x4 SP M 30
REACTIONS. (lb/size) 13=1582/Mechanical,2=1720/0-8-0
Max Horz2=265(LC 8)
Max Upliftl3=-919(LC 8),2=-1050(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2279/1180,3-4=-6003/3582,4-5=-3906/2252,5-26=-5241/3106,6-26=5241/3106,
6-27=-5152/3055,7-27=-5152/3055,7-28=-4513/2635,8-28=-4513/2635,8-9=-4513/2635,
9-29=2508/1458,10-29=-2508/1458,10-11=-2508/1458,11-12=-2508/1458,
12-13_1516/932
BOT CHORD 2-22=1166/1924,19-20=3388/5394,18-19=2147/3598,6-18=-376/344,16-17=-260/461,
15-16=2319/3972,14-15=-2318/3974
WEBS 3-22=-1291/838,20-22=1332/2198,3-20=-2316/3638,4-19=1924/1262,5-19=-1531489,
5-18=-104511791,16-18=2413/4106,7-18=-433/665,7-16=-649/515,9-16=363/619,
9-15=0/264,9-14=-1671/980,10-14=-406/375,12-14=-1639/2819,4-20=487/876
NOTES-
1)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf,,BCDL=3.Opsf;h=13ft;B=Soft;L=59ft;eave=7ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)All plates are MT20 plates unless otherwise indicated.
k)This truss has been designed for a 10.0 psi 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)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)13=919,
2=1050.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITekO 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 NliTek�
building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing
Is always required for stability and 10 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,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply 14735 SeNitz
T9539739
73795 D1 SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:28 2016 Page 1
I D:vZLeUNtsq U 1 gaZhkoPAB 1 oy67ds-?E5reXOkQwZUOoGDW 5ea7gGnzt9NhoXIVhxPOgyal8l
r1-43-8-0 7-6-12 , 11-0-0 15-8-0 21-5-15 27-2-2 33-0-1 37-5-9 ,_ 43-9-0
1-4-0 2-1-14 1-6-2 4-0-12 3-3-4 4-8-0 5-9-155-9-15 6-3-7
Scale=1:79.4
r
5x8=
4x6= 3x8= 5x6=
5.00 12 6 31 7 32 8 9 33 10 34 11
5x6
5
12
4x8 4
3 -NT
2 � 13 N o
0 1 20 0
22 21 I o 0
24 23 19 18 17 16 15 14
4x8= 7x8— 7x8= 3x8=
' 3x8� 5x6 W B= 4x5=
7x10=
2-1-14,3-8-0 11-0-0 15-8-0 21-5-15 27-2-2 33-0-1 37-5-9 43-9-0 2-1-14'1-6-2' 7-4-0 i 4-8-0 5-9-15 5-8-3 5-9-15 4-5-8 6-3-7
Plate Offsets(X,Y)-- (2:0-3-0,0-1-81,f6:0-5-12,0-2-81,(9:0-3-0,Edgel,f11:0-3-0,0-2-41,(20:0-2-4,Edgel,f24:0-3-14,0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.45 7 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -1.01 18-19 >518 240
BCLL 0.0 Rep Stress Incr YES W B 0.91 Horz(TL) 0.38 13 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.63 7 >828 240 Weight:244lb FT=20
LUMBER- BRACING-
, TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc puffins.
BOT CHORD 2x4 SP M 30`Except' BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing.
7-19:2x4 SP No.3 WEBS 1 Row atmrdpt 10-15
WEBS 2x4 SP No.3`Except`
3-22,18-20:2x4 SP M 30
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 13=1 591/Mechanical,2=1719/0-8-0
Max Horz2=216(LC 7)
Max Upliftl3—916(LC 8),2=1059(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2476/1379,3-4=-5918/3386,4-5=5900/3443,5-6=-3601/2106,6-31=4104/2476,
7-31=4104/2476,7-32=-4071/2458,8-32=-4071/2458,8-33=-3717/2267,
9-33=-3717/2267,9-10=-3717/2267,10-34=2810/1743,11-34=-2810/1743,
11-1 2=-3062/1828,12-13=-3426/1971
BOT CHORD 2-24=-1161/2159,21-22=-2145/3858,20-21=-1724/3301,7-20=-299/268,18-19=150/316,
17-18=-1911/3533,16-17=-1911/3533,15-16=-1911/3533,14-15=-1726/3096,
13-14=-1726/3096
WEBS 3-24=-1282/760,22-24=-1299/2417,3-22=-1903/3323,5-22=1078/1961,5-21=-768/522,
6-21=257/603,6-20—632/1106,18-20=-1890/3450,8-20=-218/465,8-18=-558/397,
10-18—130/322,10-15—1021/547,11-15=477/901,12-15=466/296
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80fh L=59ft;eave=7ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
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)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 Qt=1b)13=916,
2=1059.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE M11--7473 rev.10/03/2015 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
bu0ding deslgn. 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa,FL 33610
i 3
Job Truss Truss Type Oty Ply 4735 Selvitz
T9539740
73795 D2 SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:29 2016 Page 1
I D:vZLeUNtsgU 1 gaZhkoPAB1 oy67ds-TOiDssPNBEhLOyrP3p9pfuox_HVUOFtukLgzY6yal8i
1-4- 2-1-14 3-6-2' 4-8-8-0 8-4-0 13-0-0 15-8-0 23-4-0 31-0-1 36-4-4 43-9-0
1-4-0 2-1-14 1 -0 4-8-0 2-8-0 7-8-0 7-8-0 5-4-3 7-4-12
Scale=1:79.4
5x8= 3x6 5X8=
=
5.00 12 6 7 29 8 9 30 10
Sx6
5 11
4X8 i m
4 N
3
0
1 18
N
12 IN o
0 20 19 O o
22 21 17 16 31 15 14 13
3x8
4x8= 7x8— 6x8= 46= 4x5=
6x10 MT18HS=
2-1-14 3-8-0, 13-0-0 15-8-0 , 23-4-0 31-0-1 36-4-0 43-9-0 ,
2-1-14'1-6-2' 9-4-0-02-8-0 7-8-0 7-8-0 7-4-12
Plate Offsets(X,Y)-- f2:0-3-0,0-1-81,f6:0-5-12,0-2-81,(10:0-5-12,0-2-81,(18:0-2-12,Edge1,f20:0-5-0,Edgel,f22:0-3-14,0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.39 18-19 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -1.08 19-20 >487 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.36 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.56 18-19 >944 240 Weight:244 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP fvi 30 TOP CHORD Structural wood Sheathing directly applied pr 2-5-14 oc purlins.
BOT CHORD 2x4 SP M 30'Except' BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing.
7-17:2x4 SP No.3 WEBS 1 Row at micipt 16-18,9-18
WEBS 2x4 SP No.3*Except`
3-20,16-18:2x4 SP M 30
REACTIONS. (lb/size) 12=1 591/Mechanical,2=171910-8-0
Max Horz2=253(LC 7)
Max Upliftl2=-916(LC 8),2=-1059(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2462/1368,3-4=-5905/33791 4-5=-5892/3445,5-6=3344/1951,6-7=-3353/2072,
7-29=-3342/2069,8-29=-3342/2069,8-9=3342/2069,9-30=3180/1983,
10-30=3180/1983,10-11=2908/1749,11-12=-3394/1950
BOT CHORD 2-22=-1149/2205,19-20=-2087/3743,18-19=1544/3048,7-18=-313/268,16-17=-126/370,
16-311364/2639,15-31=-1364/2639,14-15=-1364/2639,13-14=-1694/3061,
12-13—1694/3061
WEBS 3-22=-1316/756,20-22=-1287/2469,3-20=1910/3374,5-20=1127/2128,5-19=-891/625,
6-19—256/677,6-18=-431/684,16-1 B=1574/2846,9-18=118/270,9-16=-595/457,
10-16=390/801,10-14=166/504,11-14=-602/388
NOTES-
_1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCD L=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7fh Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
�I)All plates are MT20 plates unless otherwise indicated.
'5)All plates are 3x4 MT20 unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members,with BCDL=10.Opsf.
8)Refer to girder(s)for truss to truss connections.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)12=916,
2=1059.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EX REFERANCE PAGE 11,1/1-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MiTekO 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 pp r
building design. Bracing Indicated Is to prevent budding 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job T
Truss Type Qty Ply 14735 Selvitz
T9539741
73795 SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 2313:39:32 2016 Page 1
I D:vZLeUNtsq U 1 gaZhkoPAB1 oy67ds-t?LMUuRFU94wtQZ_Ixj W H W QTzUW 4dbRLQJvd9Ryal8f
1-4- 2-1-14 3-8-0 9-4-0 15-0-0 1 -8 0 22-4-0 29-0-1 35-2-14 43-9-0
1-4-0 2-1-14 1-6-2 5-8-0 5-8-0 0-8 6-8-0 6-8-0 6-2-14 8-6-2
Scale=1:80.8
3x4 11
5.00 F12 5x6= 3x8= 5x6=
7 8 30 9 31 10
3x4
4x6 7�- 3x4
3x6
6 11
3x5% 5 12
4x10 4 D
3
io
a7 1 2 19 13 e!! ::"
d 21 20 6 0
23 22 4x4= 18 17 32 16 15 14
4x8= 7x10— 5x6= 46= 3x4 II 4x5=
3x8 I
6x10 M 3x4 T18HS= 3x8=
2-1-14 3-8-0 9-4-0 15-8-0 22-4-0 29-0-1 35-2-14 43-9-0
'2-1-14'1-6-2' 5-8-0 ' 6-4-0 6-8-0 6-8-0 6-2-14 8-6-2
Plate Offsets(),Y)-- f2:0-3-0,0-1-81,f5:0-3-0,Edgel,(7:0-3-0,0-2-41,f10:0-3-0,0-2-41,f17:0-3-0,0-1-81,f19:0-4-8,0-2-121,f21:0-5-0,Edgel,(23:0-3-14,0-2-01
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TO 0.51 Vert(LL) -0.38 19-20 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.90 19-20 >580 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES W B 0.98 Horz(TL) 0.38 13 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.53 19-20 >982 240 Weight:249lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc puriins.
BOT CHORD 2x4 SP M 30`Except' BOT CHORD Rigid ceiling directly applied or 4-1-15 oc bracing.
8-IS:2x4 SP No.3 WEBS 1 Row at midpt 4-20,6-19, 17-19,9-19,9-16
WEBS 2x4 SP No.3`Except'
3-21:2x4 SP M 30
REACTIONS. (lb/size) 2=1721/0-8-0,13=1591/Mechanical
Max Horz2=289(LC 7)
Max Uplift2=-1058(LC 8),13=-916(LC 8)
Max Grav2=1721(LC 1),13=1594(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=2416/1335,3-4=-6273/3536,4-5=-3930/2247,5-6=-3839/2258,6-7=-3001/1799,
7-8=2856/1796,8-30=-2843/1792,9-30=2843/1792,9-31=-2473/1596,
10-31=2473/1596,10-11=-2736/1663,11-12=3201/1923,12-13=-3353/1909
BOT CHORD 2-23=-1111/2190,20-21=-3135/5799,19-20—1940/3698,8-19=268/184,
17-32=1412/2754,16-32=-1412/2754,15-161657/3016,14-15=1657/3016,
13-14=-1657/3016
WEBS 3-23=1416/786,21-23—1270/2503,3-21=-2115/3803,4-20=-2122/1208,6-20=-128/483,
6-19=-1114/642,7-19=579/1016,17-19=-1324/2569,9-19=-162/269,9-16=-542/232,
10-16=-369/724,11-16=-764/485,11-14=0/292,4-21=-472/1023
NOTES-
11)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
5)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members,with BCDL=10.Opsf.
7)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 Qt=lb)2=1058,
13=916.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev,1010312015 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 i
building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent braying MiTek'
B 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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Y
Job Truss Truss Type Qty Ply 4735 SeNitz
T9539742
73795 D4 HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:33 2016 Page 1
ID:vZLeUNtsgU 1 gaZhkoPAB1 oy67ds-MBvkhEStFTCnUaBAlfElgkzg4uv2M7KUfzeAhtyalse
1-4- 6-0-7 11-9-2 17-0-0 22-0-0 27:21 32-2-15 37-11-10 43-9-0
6-0-7 5-8-11 5-2-14 5-0-0 5-0-0 5-2-14 5-8-11
Scale=1:79.4
5.00 12 5x6= 5x6=
3x4=
6 25 7 26 8
3x6 3x4% 3x4
5 9 3X6 C
4 10
3X4\\ 3x4
3 11
r
1 2 12 IT
18 17 16 27 28 15 14 13 d
3x4= 4x6= 3x8— 3X8—_ 4x6= 3X4= 45=
3x6=
7-11-6 17-0-0 27-0-1 36-0-11 43-9-0
7-11-6 9-0-10 10-0-1 9-0-10 7-8-5
Plate Offsets(X,Y)-- (6:0-3-0,0-2-41 f8:0-3-0,0-2-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.41 15-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.84 15-16 >626 240
BCLL 0.0 Rep Stress Incr YES W B 0.68 Horz(TL) 0.20 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.34 16-18 >999 240 Weight:229 lb Ff=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins.
BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-5-12 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-16,7-15
REACTIONS. (lb/size) 2=1703/0-8-0,12=1610/Mechanical
Max Horz2=325(LC 7)
Max Uplift2=-1047(LC 8),12=-927(LC 8)
Max Grav2=1731(LC 13),12=1637(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3524/2039,3-4=-3345/1968,4-5=-3281/1978,5-6=-2604/1615,6-25=-2360/1545,
7-25=-2360/1545,7-26=-2359/1545,8-26=-2359/1545,8-9=2603/1615,9-10=3282/1978,
10-11=-3345/1968,11-12=-3521/2040
BOT CHORD 2-18=1798/3407,17-18=1490/2923,16-17=1490/2923,16-27=-1236/2460,
27-28=-1236/2460,15-28=-1236/2460,14-15=1491/2769,13-14=1491/2769,
12-13=-1798/3184
WEBS 3-18=-312/290,5-18=-206/472,5-16=-668/478,6-16=400/739,7-16=-341/164,
7-15=-342/174,8-15=400/738,9-15=668/478,9-13=-206/471,11-13=312/289
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7fh Cat.11;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
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
f fit between the bottom chord and any other members,with BCDL=10.Opsf.
`6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except Qt=lb)2=1047,
12=927.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MlTek®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 property Incorporate this design Into the overall
bullding 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,seeANSIMI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
I I
Job Truss Truss Type Oty Ply 4735 Selvitz
T9539743
73795 DS SPECIAL 1 1
Job Reference o tional
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:34 2016 Page 1
I D:vZLeUNtsgU 1 gaZhkoPAB 1 oy67ds-gOT6vaTVOmKd6jj NsMI_MxW Ixl Fm5aXdtdOj DKyal8d
1-4- 6-9-3 12-9-13 19-0-0 25-0-1 31-8-14 39-8-14 43-9-0
1-4-0 6-93 6-0-10 6-2-3 6-0-1 6-8-13 8-0-0
Scale=1:81.0
• 5.00 12 5x6= 5x8=
6 7 23
3x4% 3x4
3x6- 4x6
4 5 8 9
3x4
3 5x12= 3x4 II
10 11 I
2 IN
0 1
19 24 18 25 17 26 16 15 14 13 12
3x4= 5x6 W8= 3x8= 3x4= 4x6 4x4= 3x4 I 6x8=
3x6=
r 9-7-6 19-M 25-0-1 31-8-14 39-8-14 43-9-0
' 9-7-6 9-4-10 6-0-1 6-8-13 8-0-0 4-0-2
Plate Offsets(X,Y)-- (2:0-0-6,Edgej,(6:0-3-0,0-2-41,f7:0-5-12,0-2-81,f9:0-3-0,Edge1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.30 17-19 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.76 17-19 >688 240
BCLL 0.0 Rep Stress[nor YES W B 0.68 Horz(TL) 0.20 12 n/a n/a
BCDL 10.0 Cade FBC2014/TP12007 (Matrix=M) Wind(LL) 0.34 17-19 >999 240 Weight:243 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oo purlins, except
BOT CHORD 2x4 SP M 30 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-4-8 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-17,7-17,8-16,10-14,10-12
REACTIONS. (lb/size) 12=1603/Mechanical,2=1699/0-8-0
Max Horz2=322(LC 7)
Max Upliftl2=-926(LC 8),2=-1043(LC 8)
Max Grav 1 2=1 603(LC 1),2=1763(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-3564/2012,3-4=-3313/1884,4-5=-3219/1894,5-6=-2411/1517,6-23=-2170/1463,
7-23=-2170/1463,7-8=-2407/1515,8-9=2904/1784,9-10—3070/1783
BOT CHORD 2-19=1859/3443,19-24=-1516/2886,18-24=-1516/2886,18-25=-1516/2886,
17-25=-1516/2886,17-26—1110/2154,16-26=-1110/2154,15-16=-1552/2769,
14-15=-1552/2769,13-14=-1814/3148,12-13=1809/3156
WEBS 3-19=367/337,5-19=-192/567,5-17=-837/536,6-17=-300/639,7-17=-241/280,
7-16=-300/691,8-16=-891/559,8-14=-18/402,10-14=431/268,10-13=0/252,
10-12=-3437/1967
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft eave=7ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
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.
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=1 O.Opsf.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)12=926,
2=1043.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MITek@ connectors.fits 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 property 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
fabitcatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Crileria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
i
Job Truss Truss Type Qty Ply 4735 Selvitz
n T9539744
73795 D6 SPECIAL 1 2 Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:36 2016 Page 1
I D:vZLe1JNtsgLI 1 gaZhkoPAB 1 oy67ds-mmasKGUmYOaLL1 tl_nnSSMbBd5tNZUvwLxtglCyal8b
1-4 8-7-4 13-8-8 21-0-0 23-0-1 30-3-8 37.8-14 40-8.5 43.11-4
1-4-0 8-7-4 5-1-4 1 0 2-0-1 7-3-7 7-5-5 2-11-7 3-2-15
Scale=1:83.6
5.00 FIT 5x6= 5x6=
6 7
3x6 6 3x4 5x6
5 8
4x6 4
3 5x6= 5x8= 3x4 I I
9 10 11
> l I6
1 2 3x4= i9 18 17 1fi 15 14 13 12
0 3x4 3x6—_ 3x4= 3x4= 4x5—_ 5x6= 3x4 I 4x5=
22
3x6=
3x5= 3x6 I I
83-10 8 7 13-8-8 21-0-0 23-0-1 303-8 37-8-14 40-8-5 43-11-4
8-3-10 0- -10 5-t-4 7-3-8 2-0-1 7-3-7 7-5-5 2-11-7 3-2-15
Plate Offsets(X,Y)-- 16:0-3-0,0-2-41,17:0-3-0,0-2-41,18:0-3-0,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.45 14-15 >952 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -1.05 14-15 >405 240
BCLL 0.0 ' Rep Stress Incr YES W B 0.69 Horz(TL) 0.06 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0:64 14-15 :�;662 240 Weight.450 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc pudins, except
BOT CHORD 2x4 SP M 30`Except` end verticals.
3-22:2x4 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 9-15
REACTIONS. (lb/size) 12=1277/0-7-4,2=302/0-8-0,22=1736/0-7-4
Max Horz2=338(LC 7)
Max Upliftl2=734(LC 8),2=-414(LC 8),22=-1175(LC 8)
Max Grav12=1277(LC 1),2=341(LC 17),22=1736(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-172/510,3-4=1503/870,4-5=-1405/885,5-6=-1704/1063,6-7=-1509/1057,
7-8=-1720/1072,8-9=-3190/1841,9-10=-7770/4436,10-11=325/186
BOT CHORD 21-22=1683/1041,3-21=-1622/1035,20-21=-457/271,19-20=-696/1335,
18-19=696/1335,17-18=-707/1509,16-17=-1625/2923,15-16=-1625/2923,
14-15=-4559/7949,13-14=-2659/4619,12-13=2659/4619
WEBS 3-20=-1013/1877,5-20=-489/384,5-18=106/350,6-18=-128/348,7-17=-280/516,
8-17=1733/1038,8-15=318/801,9-15=-5060/2952,9-14=-933/635,10-14=-183713258,
10-12=4414/2542
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.
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
1 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
`i)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=1311t B=80ft;L=59ft;eave=7ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)12=734,
2=414,22=1175.
9)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI1-7473 rev,1010312015 BEFORE USE R
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not p`
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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply 4735 Selvitz
T9539745
73795 D7 SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:37 2016 Page 1
1 D:vZLeUNtsgU 1 gaZhkoPAB1 oy67ds-Ey8FXbVOJhiCzBSxXUJh_a8KFVDtItU4ZbcOgfyal8a
rt-4-Q 8-7-4 i 14-9-12 22-0.0 i 29-2.4 35-8-14 i 39-8-5 43-11-4 i
1 4-0 8-7-4 6-2-8 7-2-4 7-2-4 6-6-9 3-11-7 4-2-15
Scale=1:82.1
5x6=
5.00 12
6
3x4 i 3x4 C
3x6 5 7
5X6 4 5x6= 3x4 11
3 8 3X10= 10
121 19
IT
0
,6 cp
rn
1 2 3x4= 17 16 15 14 13 12 11
0 5x6= 4x5= 4x8= 6x8= j
3X6=
19 3x8 5x8 MT18HS=
=
3x5= 3x6 I I
L 8-3-10 8e7r4 14-9-12 22-0-0 29-2-4 35-8-14 43-11-4
8-3.10 0-$�10 6-2-8 ' 7-2-4 7-2-4 6-6-9 8-2-6
Plate Offsets(X,Y)-- (12:0-3-8,0-2-01
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 0.41 Vert(LL) -0.36 12-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.82 12-14 >518 240 MT18HS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.11 11 n/a n/a
BCDL 10,o Code FBC2014/TP12007 (Matrix-M) Wind(ILL) 0.51 12-14 >828 240 Weight:223 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied cr 3-0-15 Or,puriins, except
BOT CHORD 2x4 SP M 30`Except' end verticals.
3-19:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-3-5 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at micipt 5-15,7-15,8-14,9-11
REACTIONS. (lb/size) 11=1289/0-7-4,2=361/0-B-0,19=1666/0-7-4
Max Horz2=-339(LC 6)
Max Upliftl 1=741(LC 8),2=-435(LC 8),19—1148(LC 8)
Max Gravl 1=1 289(LC 1),2=381(LC 17),19=1666(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=209/405,3-4=-1724/977,4-5=-1605/995,5-6=-1677/1051,6-7=1680/1054,
7-8=2888/1680,B-9=-5008/2835
BOT CHORD 18-19=-1629/1016,3-18—1564/1028,16-17=-829/1528,15-16=-829/1528,
14-15=-1478/2632,13-14=-2883/5077,12-13—2883/5077,11-12=-1734/2916
WEBS 3-17=-971/1786,5-17=-317/292,6-15=-481/871,7-15=-1435/889,7-14=-309/737,
8-14=2515/1445,8-12=743/525,9-12=-1191/2263,9-11=-3026/1824
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=5911;eave=7ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
*3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
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
I fit between the bottom chord and any other members.
'7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)11=741,
2=435,19=1148.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MlTek®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
balding 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,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply [Job
735 Selvitz
T9539746
73795 D8 SPECIAL 1 1
Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mrrek Industries,Inc. Fri Sep 23 13:39:38 2016 Page 1
I D:vZLeU Ntsq U 1 gaZhkoPAB1 oy67ds-i9idlxW 04?g3bL185cgwXngW mvcd 1 IwDoFMxM5yal8Z
1-4 8-7-4 14-9-12 22-0-0 29-2-4 33.8-14 38-10-1 43-11-4
1-4-0 8-7-4 6-2-8 7-2-4 7-2-4 4-6-10 5-1-3 5-1-3
Scale=1:82.1
5x6=
5.00 F12
6
3x4 i 3x4
3x6 5 7
>5x
8= 3x4 II 4x8=
4x6% 4 9 10
pi
m
N
o
r
19 10 v
1 2 3x4= 18 17 16 15 74 13 12 11 I7
't 3x8= 3x4= 3x4 I I 5x12= 3x6 I
� 3x6=
20 3x8 5x6 WB=
=
3x5= 3x6 11
8-3-10 8 7 14-9-12 22-0-0 29-2-4 33-8-14 38-10-1 43-11-4
8-3-10 0--10 6-2-8 7-2-4 7-2-4 4-6-10 5-1-3 5-1-3
Plate Offsets(X Y)-- f8:0-6-0,0-3-01,[18:0-3-8,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.24 13-15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.54 13-15 >784 240
BCLL 0.0 ' Rep Stress Incr YES W B 0.98 Horz(TL) 0.09 11 n/a n/a
BCDL 10.0 Code FBC20141TP12007 (Matlix-M) Wind(LL) 0.34 13-15 >999 240 Weight:231 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied.or 4-1-5 oc purlins, except
BOT CHORD 2x4 SP M 30*Except` end verticals.
3-20:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16,7-16
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 11=1292/0-7-4,2=374/0-8-0,20=1649/0-7-4
Max Horz2=323(LC 6)
Max Upliftl 1=-743(LC 8),2=-423(LC 8),20=-1157(LC 8)
Max Gravl l=1292(LC 1),2=388(LC 17),20=1649(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=211/375,3-4=1747/970,4-5=-1628/989,5-6=-1689/1046,6-7=-1689/1046,
7-8=2858/1665,8-9=2348/1352,9-10=2348/1352,10-11=-1241/750
BOT CHORD 19-20=-1618/1024,3-19=-1554/1036,17-18=-871/1550,16-17=-871/1550,
15-16=-1495/2621,14-15—2205/3840,13-14=-2205/3840,12-13=-2203/3845
WEBS 3-18=972/1742,5-18=306/292,6-16=466/869,7-16=-1374/857,7-15=-341/773,
8-15=-1379/803,8-12=-1654/941,9-12=-311/283,10-12=-1480/2570
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=801t;L=59fh eave=7ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
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
tit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift atjoint(s)except Qt=lb)11=743,
2=423,20=1157.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verity deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MITekO 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 HS,
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,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
j.
Job Truss Truss Type Qty Ply 4735 Selvitz
T9539747
73795 D9 SPECIAL 1 1
Job Reference o tional
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:39 2016 Page 1
I D:vZLeU Ntsq U 1 gaZhkoPAB 1 oy67ds-ALG?yH W erJywCVcKfvL93?DghJyymnpN 1 v5UvXya1BY
1-4 8-7-4 14-9.12 22-0-0 292 2 8-14 37-10-1 4111-4
1-4-0 8-7-4 6-2-8 7-2-4 7-2-4 2-6-10 6-1-3 6-1-3
Scale=1:82.1
5x6=
5.00 12
6
3x4 5- 3x5
3x6 5 7 5x12= 3x4 11 4x6=
8 9 10
U6 i 4
3 0
9
m co
T
14,
17 q
1 2 = 16 14 13 12 11
3x4 15
C, 4x5= Sx8= 4x12= 3x6 I
3x6=
18
3x8=
3x5= 3x6 11
8-3-10 8 7 4 14-9-12 22-0-0 31-8-14 37-10-1 43-11-4
8-3-10 0- -10 6-2-8 7-2-4 9-8-13 6-13 6-1-3
Plate Offsets(X,Y)-- (13:0-3-12,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.25 13-14 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.73 13-14 >581 240
BCLL 0.0 Rep Stress Incr YES W B 0.87 Horz(TL) 0.07 11 n/a n/a
BCDL 10.D Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.2813-14 >999 240 Weight:231lb FT=20%
LUMBER- BRACING-
T OP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc puriins, except
BOT CHORD 2x4 SP M 30`Except` end verticals.
3-18:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-10-6 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14,7-14,8-12,10-12
REACTIONS. (lb/size) 11=1294/0-7-4,2=380/0-8-0,18=1642/0-7-4
Max Horz2=343(LC 8)
Max Upliftl 1=-746(LC 8),2=-407(LC 8),18=-1170(LC 8)
Max Grav 11=1 294(LC 1),2=391(LC 17),18=1642(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=199/355,3-4=-1752/956,4-5=-1634/975,5-6=-1702/1033,6-7=-1702/1032,
7-8=-3507/1998,8-9=-2046/1188,9-1 0=-2046/11 88,10-11=-1 2321758
BOT CHORD 17-18=-1618/1037,3-17=-1552/1050,15-16=-906/1555,14-15—906/1555,
13-14=-1527/2593,12-13=-1808/3196
WEBS 3-16=989/1719,5-16=-312/292,6-14=-454/878,7-14=-1289/854,7-13=-583/1215,
8-13=859/546,8-12=-1302/7011 9-12=-381/345,10-12=-1335/2294
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psi 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 100 lb uplift at joint(s)except at=lb)11=746,
' 2=407,18=1170.
7)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE.
Design valid for use orgy with Mffek®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 r
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek'
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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314, Tampa,FL 33610
l A
Job Truss Truss Type city Ply a735 seNitz
T9539746
73795 D9A SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MTek Industries,Inc. Fri Sep 23 13:30:41 2016 Page 1
I D:vZLeU Ntsq U 1 gaZhkoPAB1 oy67ds-7koiNzYuMwCeSoljmKNd9Ql_A6ehEgof U DabzQyal8W
1-4- 8-7-4 14-9-12 22-0-0 29-8-14 36-0-7 42-4-0 43-11-
-4-0 8-7-4 6-2, 7-2, 7-8-13 6-0-9 6-3-9 1-7-4
Scale=1:85.1
5k6=
5.00 12
6
45
3x4- 5x12— 3x4 II 5x8=
3x6 i 5 7 8
10
4x6 i 4
dll 3
Ch
19
1 2 3x4= 18 17 16 15 14 13 12 11 7
0 4x5 3x6— 3x4 II 46= 4x10= 4x4=
20 3x8 3x6 I I
=
3x5= 3x6 II
8-3-10 8 14-9-12 22-0-0 29-8-14 W-0-7 42-4-0 3-11
8-3-10 0 -10 6-2-8 7-2-4 7-8-13 6-3-9 6-3-9 1-7-0
Plate Offsets(X Y)-- f2:0-0-14 Edgel f9:0-5-12,0-2-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.16 15 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.43 15-16 >986 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0.07 11 n/a n/a
BCDL 10.o Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.23 15 >999 240 Weight:240lb FT=20%
LUMBER- BRACING-
POP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc pudins, except
BOT CHORD 2x4 SP M 30`Except` end verticals.
3-20:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-11-13 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16,7-16,9-13
REACTIONS. (lb/size) 2=385/0-8-0,20=1635/0-7-4,11=1 295/0-7-4
Max Horz2=355(LC 8)
Max Uplift2=-405(LC 8),20=-1171(LC 8),11=747(LC 8)
Max Grav2=395(LC 17),20=1635(LC 1),11=1295(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-200/345,3-4=-1764/953,4-5=-1645/972,5-6=-1702/1035,6-7=-1703/1025,
7-24=1981/1179,8-24=-1981/1179,8-9=-1981/1179,9-10=-554/320,10-11=-1301/735
BOT CHORD 19-20=-1622/1037,3-19—1559/1050,17-18=-914/1565,16-17=-914/1565,
15-16=-1568/2719,14-15=-1566/2724,13-14=-1566/2724,12-13=-266/477
WEBS 3-18=-980/1709,5-18=-298/293,6-16=419/844,7-1 6=-1 377/856,7-15=0/281,
7-13—884/503,8-13=371/348,9-13=-1045/1791,9-12=-985/649,10-12=672/1195
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=1311;B=80fh L=59fh eave=7ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 lost 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 100 lb uplift at joint(s)except Qt=lb)2=405,
20=1171,11=747.
7)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 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 -•Y
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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
1 j
Job Truss Truss Type city Ply 4735 Sely tz
T9539749
73795 G HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:42 2016 Page 1
I D:vZLeUNtsgU l gaZhkoPAB 1 oy67ds-bwy8aJZW 7 EKV3yKvK2ushdrBMW_7zAppjsK9Vsyal8V
1-0-0 6-9-14 13-6-0 20-2-3 27-0-1 30-3-5 35-9-0
-0-0 5-9-14 6-8-2 6-8-2 6-9-14 33-4 5-5-11
Scale:3/16"=1'
5.00 F12
3x6= - 3x4= 3x8=3x6= 3x4=
5x6=
3x4 2 3 20 4 21 5 6 22 23 7
1
3x4 i
8
ti
9
N
N)
0
16 15 14 13 12 11 10
6x8= 3x4= 3x4 II 3x4= 3x8=
4x6= 4x6= 4x5=
L 6-9-14 13-6-0 20-23 27-0-1 35-9-0
6-9-14 6-8-2 6-8-2 6-9-14 8-8-15
Plate Offsets(X Y)-- f2:0-3-0,0-2-41,(7:0-3-0,0-2-4)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.22 12-13 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.54 12-13 >788 240
BCLL 0.0 Rep Stress Incr YES W B 0.73 Horz(TL) 0.15 9 n/a n/a
BCDL 1o.o Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.3112-13 >999 240 Weight:183lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP IJ 30 TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins,
BOT CHORD 2x4 SP M 30 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing.
WEBS 1 Row at midpt 3-16,4-15,6-10
REACTIONS. (lb/size) 9=1318/Mechanical,16=1316/Mechanical
Max Horz 16=-188(LC 8)
Max Uplift9=-750(LC 8),16=-768(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-20=-1956/1163,20-21=1956/1163,4-21=-1956/1163,4-5=-3108/1866,5-6=-3108/1866,
6-22=-2348/1421,22-23=-2348/1421,7-23=-2348/1421,7-8=-2546/1485,
B-9=2766/1606
BOT CHORD 15-16=-954/1956,14-15=-1546/2954,13-14=-1546/2954,12-13=-1546/2954,
11-12=1657/3108,10-11=1657/3108,9-101398/2497
WEBS 3-16=-2199/1281,3-15=-287/706,4-15=1150/681,4-13=0/265,6-10=964/512,
7-10=335/701,8-10=286/239
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
_4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf 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)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)9=750,
16=768.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AfrrEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE.
Design valid for use only with MITekO 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 verity the applicability of design parameters and properly Incorporate this design Into the overall r
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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply 4735 Selvitz
T9539750
73795 G1 HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MTek Industries,Inc. Fri Sep 23 13:39:42 2016 Page 1
1 D:vZLeUNtsgU1 gaZhkoPAB 1 oy67ds-bwy8aJZW 7EKV3yKvK2ushdrBj W OKzCapjsK9VsyalBV
i 3-0-0 10-4-10 11-7-7 25-0-1 i 29-5-9 35-9-0 i
3-0-0 7-4-10 7-2-14 7-4-10 4-5-8 6-3-7
Scale=1:63.2
5.00 12 _
5x8 3x4 II 3x6= 3x4= 5x8=
2 20 3 21 4 5 22 6
4x5 tot
1 3x4
7
v
6 Jb
0
16 15 14 13 12 11 10 9
3x6 II 3x5= 4x10=4x6= 3x4= 3x4= 3x4 11 3x6
3x6=
3-0-0 10-4-10 17-7-7 25-0-1 29-5-9 35-9-0
3-0-0 7-4-10 7-2-14 7-4-10 4-5-8 6-3-7
Plate Offsets(X,Y)-- (2:0-5-12,0-2-81,(6:0-5-12,0-2-81
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.17 12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.42 10-12 >999 240
BCLL 0.0 ' Rep Stress Incr YES W B 0.62 Horz(TL) 0.10 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Wind(ILL) 0.24 12 >999 240 Weight:193 lb FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP F01 30 TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc puffins, except
BOT CHORD 2x4 SP M 30 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-1 oc bracing.
WEBS 1 Row at midpt 2-14,5-14
REACTIONS. (lb/size) 8=1318/Mechanical,16=1317/Mechanical
Max Horz 16=-188(LC 8)
Max Uplift8=-750(LC 8),16=-768(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=898/530,2-20=-2146/1317,3-20=2146/1317,3-21=-2146/1317,4-21=-2146/1317,
4-5=2146/1317,5-22=-2602/1595,6-22=-2602/1595,6-7=-2387/1414,7-8=-2768/1571,
1-16=-13071769
BOT CHORD 14-15=-256/787,13-14=-1339/2602,1 2-1 3=-1 33912602,11-12=-1096/2170,
10-11=-1096/2170,9-1 0=-1 359/2492,8-9=1359/2492
WEBS 2-15=-800/558,2-14=-951/1615,3-14=-416/374,5-14=548/329,6-12=-286/634,
6-10=129/390,7-10=-482/311,1-15=-693/1225
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vu1t=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
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.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)8=750,
' 16=768.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MII-7473 rev-10/012015 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 bullding designer must verify the applicability of design parameters and properly Incorporate this design into the overall r
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,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type City Ply 4735 Selvitz
T9539751
73795 G2 HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mi fek Industries,Inc. Fri Sep 23 13:39:43 2016 Page 1
I D:vZLeUNtsgU 1 gaZhkoPAB1 oy67ds-36V W ofZ9uXSMh6v5ulQ5ErN N7wMmicoyyW3i2lyalBU
5-0-0 11-0-10 16-11-7 23-0-1 28-4-4 __ 1 35-9-0
5-0-0 6-0-10 5-10-14 6-0-10 5-4-3 7-4-12
Scale=1:63.3
5.00 12 5x8= 3x4 I 3x6= 3x4= 5x8=
2 20 3 21 4 5 6
4x5 3x4
1 7
m
m
12 B IN
O
16 15 14 13 12 11 10 9
3x6 II 3x5= 3x6 3x4= 3x4= 3x4 11 4x5=
3x10= 3x6=
5-0-0 11-0-10 16-11-7 23-0-1 28-4-4 35-9-0
5-0-0 6-0-10 5-10-14 6-0-10 54-3 7-4-12
Plate Offsets(X,Y)-- f2:0-5-12,0-2-81,(6:0-5-12,0-2-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.13 11-12 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.32 11-12 >999 240
BCLL 0.0 Rep Stress Incr YES W B 0.80 Horz(TL) 0.09 8 n/a n/a
BCDL 10.0 Code FBC2014/-FP12007 (Matrix-M) Wind(LL) 0.19 11-12 >999 240 Weight:200lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Sm-lCtural wood sheathing directly applied or 4-1-14 oc puffins, except
BOT CHORD 2x4 SP M 30 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-4 oc bracing.
REACTIONS. (lb/size) 8=1318/Mechanical,16=1316/Mechanical
Max Horz 16=-188(LC 8)
Max Uplift8=-750(LC 8),16=767(LC 8)
Max Grav8=1320(LC 14),16=1316(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2—1189/709,2-20=-1862/1186,3-20=1862/1186,3-21=-1862/1186,4-21=-1862/1186,
4-5=-1862/1186,5-6=-2178/1378,6-7=-2213/1328,7-8=-2733/1547,1-16=1273/777
BOT CHORD 14-15=-393/1037,13-14=-1075/2178,12-13=-1075/2178,11-12=-973/1994,
10-11=1325/2454,9-1 0=-1 325/2454,8-9=-1325/2454
WEBS 2-15=-592/4321 2-14=-660/1138,3-14=-343/300,5-14=-458/2621 6-12=-137/387,
6-11=-1 77/441,7-11=651/413,1-15=-699/1253
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.opsf;h=13ft B=Soft;L=59ft;eave=7ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord five 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)Refer to girder(s)for truss to truss connections.
,7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)8=750,
16=767.
8)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11--7473 rev.1010312015 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 properly damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply 4735 Selvitz
T9539752
73795 G3 HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 2313:39:44 2016 Page 1
I D:vZLeUNtsq U 1 gaZhkoPAB1 oy67ds-XJ3u??anfraDJGU I SSxKm2wUnKhJ R3j6AAp Fa1yaI8T
14-0-0 21-0-1 27-2-14 35-9-0 i
711 7-0-0 7-0-0 6-2-14 8-6-2
Scale=1:63.3
5x8 11 5x8 M =
5.00 12
2 18 19 3 4
3x4
4x6% 3x6
1 5
6
r;
m
7 IN
0
14 13 20 12 11 21 10 9 8
3x6 I 3x5= 3x6 3x8= 3x4= 3x6= 3x4 II 4x5=
7-0-0 14-0-0 21-0-1 i 27-2-14 35-9-0 i
1-0-0 7-0-0 7-0-0 6-2-14 8-6-2
Plate Offsets(X,Y)-- (2:0-5-12,0-2-81,'(4:0-5-12,0-2-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.12 10-11 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.32 8-17 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.08 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wlnd(LL) 0.17 10 >999 240 Weight:194lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc pudins, except
BOT CHORD 2x4 SP M 30 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-4-8 oc bracing.
WEBS 1 Row at midpt 4-11
REACTIONS. (lb/size) 14=1316/Mechanical,7=1319/Mechanical
Max Harz 14=204(LC 7)
Max Uplift14=767(LC 8),7=-751(LC 8)
Max Grav 1 4=1 316(LC 1),7=1393(LC 14)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2—1373/817,2-18=-1831/1198,18-19=-1831/1198,3-19=-1831/1198,3-4_1831/1198,
4-5=2117/1243,5-6=2663/1515,6-7=-2787/1502,1-14=-1252/782
BOT CHORD 13-20=467/1281,12-20=-467/1281,11-12=467/1281,11-21=854/1830,
10-21—854/1830,9-1 0=-1 282/2479,8-9—1282/2479,7-8—1282/2479
WEBS 2-13=-422/357,2-11=-510/915,3-11=434/375,4-10=209/583,5-10=-779/500,
5-8=0/298,1-13=-702/1311
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASIDE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
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=10.Opsf.
6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)14=767,
' 7=751.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED UITEK REFERANCE PAGE MI1-7473 rev,1010312015 BEFORE USE.
Design valid for use only with MITek6 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,seeANSI/TPI t Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply 4735 Setvitz
�f
T9539753
73795 G4 SPECIAL 1 2 Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:45 2016 Page 1
1 D:vZLeU Ntsq U 1 gaZhkoPAB 1 oy67ds-?VdGDLbPQ9i4wQ3U?ASZJGTIDjyHAVaFPgYp6Bya18S
i 4-7-12 9-0-0 14-0-0 19-0-1 24-4-7 i 29.8-14 i 3 - -1 35-11-4 i
4-7-12 4-4-4 5-0-0 3
Scale=1:67.1
5xB=
5.00 12 5x8=
3 22 23 4 5
2
6
4x5
1 5x12= 6x8
T 78 9 I
q 0
19 18 17 16 15 14 13 12 11 10
3x6= 3x8= 4x5= 10x10=
21
3x6=
4-7-12 9-0-0 14-0-0 19-0-1 24-4-7 29-8-14 32-1 35-11-4
4-7-12 4-0-4 5-0-0 5-0-0 5-4.6 5- 2-1 4-6 3-1-3 3-1-3
Plate Offsets(),Y)-- f3:0-5-12,0-2-81,(5:0-5-12,0-2-81,(11:0-5-0,0-2-81,f20:0-3-8,0-0-31
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.37 12-13 >999 360 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.86 12-13 >497 240
BCLL 0.0 Rep Stress Incr YES W B 0.86 Horz(TL) 0.17 10 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Wind(LL) 0.53 12-13 >803 240 Weight 412 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP M 30 end verticals.
WEBS 2x4 SP No.3'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
1-21:2x4 SP M 30 7-1-9 oc bracing:12-13
7-2-4 oc bracing:11-12.
REACTIONS. (lb/size) 10=1319/0-7-4,21=1319/0-3-8
Max Harz 21=1 80(LC 7)
Max Upliftl0—756(LC 8).21=-764(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=1736/986,2-3=-1895/1154,3-22=-2175/1383,22-23=-2175/1383,4-23=-2175/1383,
4-5=-2175/1383,5-6=-2495/1491,6-7=-3885/2231,7-8=4664/2674,8-9=-4664/2674,
9-10=-1237/733,20-21—1319/764,1-20=-1268/764
BOT CHORD 19-20=-375/432,18-19=-811/1618,17-18=-848/1703,16-17=848/1703,
15-16=-1178/2262,14-15=2008/3573,13-14=-2008/3573,12-13=-4706/8225,
11-1 2=-4677/8201,10-11=-1 75/305
WEBS 2-18=-135/295,3-16=404/749,5-15=-407/816,6-15=-1563/956,6-13=-402/871,
7-13=-4696/2724,1-19=-915/1581,2-19=424/336,4-16—308/268,7-11=-3637/2059,
9-11=-2576/4493
NOTES-
1)2-ply truss to be connected together with 1 Od(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.
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.
6)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vu11=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=Soft;L=59f-,eave=71t;Cat.If;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are 3x4 MT20 unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
9)Bearing at joint(s)21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity
of bearing surface.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
10=756,21=764.
11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIh7473 rev.10103/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design Is based oNy 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 possibie personal Injury and property damage. For general guidance regarding the
fabdcatiom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply 4735 Selvitz
T9539754
73795 G5 SPECIAL 1 2 Job Reference(optional)
Chambers Truss,Inc.. Fort Pierce,FL 7.640 s Apr 19 2016 MUek Industries,Inc. Fri Sep 23 13:39:46 2016 Page 1
ID:vZLeUNtsgUlgaZhkoPAB1oy67ds-ThBeQgclBSgwYZegZtzorT?tx7JGv?dOeUlMedyal8R
r1-411 8-7-4 13-9-10 19-1-8 24-10-9 28-8-0 I 32-1-11 35-7-6 38-5-11 41-4-0 43-11-4
1-4-0 S-7 4 5-2 6 5 3-14 5 7 3-5-11 3-5-11 2-10-5 2-10-5 2-7 4
Scale=1:82.5
5.00 12 5x6= 5x8=
6 7
3x6% 8
5
4x6% 9 4 7x10 4x8= 5x6=
3 10 11 12 13
o
6X8= 19 18 17
25 24 23 22 21 46= 6x10= 15 14
O 3x6- 3x8= 1
27
3x5=
3x6 II
8-3-10 8 7 13-9-10 19-1-8 24-10-9 28-8-0 32-1.11 35-7-6 38-5-11 41-4-0 43-11-4
8-3-10 0 -10 5-2-6 5-3-14 5-9-1 3-9-7 3-5-71 3-5-11 2-10-5 2-10-5 2-7-4
Plate Offsets(X,Y)-- (6:0-3-0,0-2-4f,f7:0-5-12,0-2-8),f10:0-3-4,Edge),f16:0-4-12,Edge),f20:0-2-12,0-2-121
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.57 18-19 >743 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -1.31 18-19 >325 240
BCLL 0.0 ' Rep Stress[nor YES WB 0.68 Horz(TL) 0.28 14 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.32 18-19 >519 240 Weight:492 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except
BOT CHORD 2x4 SP M 30*Except* end verticals.
8-21,12-15:2x4 SP No.3,16-20:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 14=1255/0-7-4,2=208/0-8-0,27=1853/0-7-4
Max Horz2=287(LC 6)
Max Upliftl4=-721(LC 8),2=-339(1_13 8),27=-1264(LC 8)
Max Grav 1 4=1 255(LC 1),2=281(LC 17),27=1853(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=321/650,3-4=1317/741,4-5=1217/757,5-6=-1587/989,6-7=1419/969,
7-8=3177/1970,8-9=-3233/1905,9-10=-5174/2970,10-11=-10904/6248,
11-12=-4558/2625,12-13=-3484/2013,13-14=-1092/647
BOT CHORD 2-27=-430/176,26-27=-1787/1133,3-26=-1708/1131,25-26=-889/511,24-25=-618/1155,
23-24=-618/1155,22-23=-902/1743,19-20=-2723/4788,1 8-1 9=-6378/1 1 1 08,
17-18=-4825/8401,16-17=-4825/8401,14-15=-218/379
WEBS 3-25=-1181/2138,5-25=554/402,5-23=1 131414,6-23=-112/359,7-23=-571/279,
7-22=327/249,20-22=-836/1629,7-20=-1199/1994,10-19—6421/3713,10-18=-901/569,
14-16=-351/202,13-16=-2053/3550,11-16=-3925/2247,9-19—782/1476,
9-20=-2127/1267,11-18=-1460/2568
JNOTES-
1)2-ply truss to be connected together with 1od(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 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.
42)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 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft B=80ft;L=59ft;eave=7ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are 3x4 MT20 unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=ib)14=721,
2=339,27=1264.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.1010312015 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 property 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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314, Tampa,FL 33610
Job Truss Truss Type City Ply 4735 Selvitz
T9539755
73795 G6 SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mi rek Industries,Inc. Fri Sep 23 13:39:47 2016 Page 1
I D:vZLeUNtsgU 1 gaZhkoPAB 1 oy67ds-xulOdOdfymynAj Ds7bU1 OhY1 mXggeOEYt81 vB3ya18Q
rt-4•q 8-7-4 14-7-0 21-0-0 ,23-0-1, 28-8.0 33-8-14 37-8-3 1 41-4-0 43-11-4 i
1-4-0 8-7-4 5-11-11 6-5-0 2-0-1 5-7-15 5-0-14 3-11-5 3-7-13 2-7-4
Scale=1:82.7
5x8=
5.00 F12 5x6=
6 7
3x6- 5 8
6x8= 4x10= 4x6=
5x6 4 9 10 11 12
3 ro
m
1 N IO
8x14 MT18HS= 17 16 7x10= Iq
1 2 23 22 21 20 19 4x5= 14 13 I7
0 3x10= 3x6= 5x8= 6x8=
25
3x5= 3x6 11
8-3-10 8-7 4 14-7-0 21-0.0 23-0-1 28_- -0 33-8-14 37- :3 41-4-0 43-11-4
8-3-10 0 -10 5-11-11 6-5-0 2-0-1 5-7-15 5-0-14 3-11-5 3-7-13 2-7-4
Plate Offsets(X,Y)-- (6:0-5-12,0-2-81,(7:0-3-0,0-2-41,f15:0-4-0,0-3-41,f23:0-3-8,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.50 17-18 >846 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -1.16 17-18 >365 240 MT16HS 2441190
BCLL 0.0 Rep Stress Incr YES W B 0.91 Horz(TL) 0.26 13 n/a n/a
BCDL 10.o Code FBC2014/TP12007 (Matrix-M) Wlnd(LL) 0.7217-18 >587 240 Weight:258lb FT=2096
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD StruCtural wood sheathing directly applied or 2-6-14 oc pudins, except
BOT CHORD 2x4 SP M 30`Except` end verticals.
8-19,11-14:2x4 SP No.3,15-18:2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-18,9-18
REACTIONS. (lb/size) 13=1280/0-7-4,2=323/0-8-0,25=1712/0-7-4
Max Horz2=-305(LC 6)
Max Upliftl3=-736(LC 8),2—393(LC 8),25=-1194(LC 8)
Max Gravl3=1280(LC 1),2=357(LC 17),25=1712(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-219/455,3-4=-1632/902,4-5=-1517/919,5-6=-1664/1033,6-7=-1548/1057,
7-8=-3390/2111,8-9=-3406/1981,9-10=-6330/3622,10-11=-2039/1176,
11-12=-1907/1102,12-13=-1221/720
BOT CHORD 24-25=-1670/1063,3-24=-1605/1071,23-24=-393/215,22-23=-808/1444,
21-22=-808/1444,20-21=-759/1471,8-18=-406/365,17-18=-3666/6393,
16-17=-2634/4578,15-16=-2634/4578
WEBS 3-23=1060/1892,5-23=-371/327,6-20=-176/435,7-20=572/329,18-20=746/1431,
7-18=-1356/2191,9-18=-3388/1960,9-17=-606/430,10-17=-1053/1869,
10-15=-2708/1555,12-15=1281/2215
NOTES-
}1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft eave=7ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are MT20 plates unless otherwise indicated.
'5)All plates are 3x4 MT20 unless otherwise indicated.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=736,
2=393,25=1194.
9)"Semi-rigid pitchbreaks Including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MD•EKREFERANCE PAGE MI1--7473 rev.1 010 312 0 15 BEFORE USE.
Design valid for use only Win MITekO 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 Met
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary crd 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,seeANSI7TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
a 1
Job Truss Truss Type Qty Ply 4735 Selvirz
T9539756
73725 G7 SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mi rek Industries,Inc. Fri Sep 2313:39:48 2016 Page 1
_ I D:vZLeUNtsgU 1 gaZhkoPAB 1 oy67ds-P4JPrMdHj45eoto3hl?Gxu5C 1 x_MNSNh5onTj W yal8P
14• 8-7-4 14-9-12 22-0-0 28.8-o 31-8-14 36-6-7 41-4-0 _1'-4
1-4-0 8-7-4 6-2-8 7-2-4 6-8-0 3-0-14 4-9-9 4-9-9 2-7-4
Scale=1:82.7
5x12=
5.00 12
6
3x4% 3x4 II
3x6 5 7 5x6= 3x4 I I 45=
8 3x6= 10 11
5x6 4
3 m
o ce
Fa 1 I9 h
{� 7x10= 15 6x10=' R
1 2 _Nx4_ 20 19 18 17 3x5= 13 12
0 t9d3x8 3x6= 4x8= 3x4 II 3x4 II 6x8=
22
3x5= 3x6 11
8-3-10 8-7 4 14-9-12 22-0-0 28-8-0 31-8-14 41-4-0 43-11-4
8-3-10 0-3-10 6-2-8 7-2-4 6-8-0 3-0-14 9-7-2 2-7-4
Plate Offsets(),Y)-- [14:0-4-0 0-2-41 [16-03-12 0-3-01 [20:0-3-8 0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.32 15-16 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.82 14-15 >520 240
BCLL 0.0 ' Rep Stress Incr YES W B 0.85 Horz(fL) 0.18 12 n/a n/a
BCDL 10.o Code FBC2014/TP12007 (Matrlx:M) Wind(LL) 0.4615-16 >915 240 Weight:2481b FI-=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly,applied or 3-1-15 oc pudins, except
BOT CHORD 2x4 SP M 30"Except` end verticals.
5-22,7-17,10-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-4-0 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-18,6-16,9-14
REACTIONS. (lb/size) 12=1289/0-7-4,2=36210-8-0.22=1664/0-7-4
Max Horz 2=343(LC 8)
Max Upliftl2—743(LC 8),2=-396(LC 8),22=-1184(LC 8)
Max Grav 1 2=1 289(LC 1),2=381(LC 17),22=1664(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=216/380,3-4=-1725/937,4-5=-1606/956,5-6=1681/1027,6-7=3415/2124,
7-8=-3382/1986,8-9=4550/2568,9-10=-1328/745,1 0-1 1=-1 263171 8,11-12=-1264l728
BOT CHORD 21-22=-1638/1051,3-211573/1063,19-20=-888/1530,18-19=888/1530,7-16—391/335,
15-16=-2591/4577,14-15=-1960/3291
WEBS 3-20—1022/1781,5-20=318/305,16-18=-716/1270,6-16=-1400/2235,8-16=-1778/952,
8-15=-421/350,9-15=-675/1396,9-14=-2156/1334,11-14=995/1748
NOTES-
1)Unbalanced roof live toads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13fh B=80ft;L=59ft;eave=7ft;Cat.11;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
,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.
6}Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)12=743,
2=396,22=1184.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev.10103,2015 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 property 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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria VA 22314. Tampa,FL 33610
Job Truss Truss Type , Qty• Ply 4735 Selvitz
T9539757
73795 G8 SPECIAL 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mi rek Industries,Inc. Fri Sep 2313:39:49 2016 Page 1
I D:vZLeUNtsq U 1 gaZhkoPAB 1 oy67ds-uGtn2ievUN DV P 1 MFEOW VT6dN?LM 16JTrKSW OFyyal8O
43-11-4
r1-4-q &7-4 14-9-12 22-0-0 28-8-11 2Q-8-1/3___ 356-7 41-4-0 42-4-0
r-4-0 8-7-4 6-2-6 7-2-4 a8-0 1-0-1 5-9-9 ' S-9-9 i-ad1-7-4'
Scale=1:B4.1
5x12=
5.00 12
6
4x5
5x6= 3x6=
3x6% 5 7 8 9 10
12
4x6 4 11
3 MI! ' � �
ao p
m m
1 0
Iq
7x10= 16 6x8= R
1 2 21 20 19 18 14 13
0 3x8 3x6= 5x8= 6x8=
23
3x5= 3x6 11
5-3-10 8 7,A 14-9-12 22-0-0 28-8-0 35-- -7 41-4-0 -1 -4
8-3-10 0- -10 6-2-8 7-2-4 6-8-0 6_10-7 5-g-9 2-7-4
Plate Offsets(X,Y)-- f11:0-3-0,0-2-41,(15:0-2-12,Edgel,117:0-2-12,0-3-41,f21:0-3-8,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.25 16-17 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.62 16-17 >684 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(TL) 0.16 13 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrx-M) Wind(LL) 0.37 16-17 >999 240 Weight:254 lb FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP f1l 30 TOP CHORD Structural woad sheathing directly applied or 3-5-3 oc pudins, except
BOT CHORD 2x4 SP M 30`Except` end verticals.
3-23,7-18,10-14:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-8-6 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-19,6-17,9-15
REACTIONS. (lb/size) 2=373/0-8-0,23=1651/0-7-4,13=1292/0-7-4
Max Horz2=355(LC 8)
Max Uplift2=-398(LC 8),23=-1180(LC 8),13=-745(LC 8)
Max Grav2=387(LC 17),23=1651(LC 1),13=1292(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-214/359,3-4=-1744/942,4-5=-1625/961,5-6=-1689/1027,6-7=3444/2126,
7-8=-3375/1982,8-27=-2734/1604,9-27=-2734/1604,9-10=-942/581,10-11=-887/547,
11-12=-933/548,12-13=1245/731
BOT CHORD 22-23=-1637/1047,3-22=-1573/1060,20-21=-905/1547,19-20=-905/1547,7-17=-443/360,
16-17=-2041/3520,15-16=-1569/2734
WEBS 3-21=-1010/1748,5-21=-309/301,17-19—718/1330,6-17=1400/2262,8-17=989/584,
8-16=890/534,9-16=-206/591,9-15=-2016/1152,12-15—752/1302
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59fh eave=7ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)All plates are 3x4 MT20 unless otherwise indicated.
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 100lb uplift atJoint(s)except Qt=lb)2=398,
23=1180,13=745.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MR-EK REFERANCE PAGE M11-7473 rev.1010312015 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 v
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
fabr cation.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610
1 )
Job Truss Truss Type aty Ply 4735 Selvftz
T9539758
73795 G9 SPECIAL 2 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MiTek Industries,Inc. Fri Sep 23 13:39:50 2016 Page 1
I D:vZLeUNtsq U 1 gaZhkoPAB 1 oy67ds-MTR9G2fYFhLM 1 BxRoj2kOJAankiW rkh_Z6GanOyal8N
r1t t 0
-4 33-1 -11 ao-4-o a 4311-a6 a4ea
Scale=1:84.1
6x8=
5.00 F12
6
5x6= 3x4 I I 5x6=
3x4 5- 7 8 3x4 11
3x6 i 5 10 4x5
27 11
US 4
3 ro
w
0
15 6x8 1 IO Io
1 24 21 20 19 186119= 4x10= 13 12 I�
0 t2i to 4x5=3x6= US= 3x4 11 3x4 11 6x8=
23
3x5= 3x6 I
r 8-3-10 11 4 14-9-12 22-0-0 27-8-14 2$-8-p 33-10-11 41-4-0 43-11-4
r 8-3-16 0- 10 6-2$ 7-2-4 5-0-13 0-11-2 5-2-11 7-5-5 2-7-0
Plate Offsets_(X Y)-- (9:0-3-0,0-2-41,(14:0-2-12,Edge),(16:0-5-12,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL• 1.25 TC 0.36 Vert(LL) -0.20 17 >999 360 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.46 15-16 >918 240
BCLL 0.0 l Rep Stress Incr YES WB 0.99 Horz(TL) 0.12 12 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Wind(LL) 0.29 17 >999 240 Weight:259lb F'-20%
LUMBER- BRACING-
TOP CHORD 2x4 SP f l 30 TOP CHORD StnJetural wood sheathing directly applied or 3-9-4 oc puriins, except
BOT CHORD 2x4 SP M 30`Except* end verticals.
3-23,10-13:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 3-10-8 oc bracing.
WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-19,6-16
REACTIONS. (lb/size) 2=381/0-8-0,23=1650/0-7-4,12=1306/0-7-4
Max Horz2=355(LC 8)
Max Uplift2=-403(LC 8),23=-1171(LC 8),12=-743(LC 8)
Max Grav2=392(LC 17),23=1650(LC 1),12=1306(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-204/351,3-4=-1775/947,4-5=-1656/965,5-6=1714/1026,6-7=3184/1918,
7-27=-2459/1454,8-27=-2459/1454,B-9=-2459/1454,9-10=-908/559,10-11=-927/531,
11-12=-1287/741
BOT CHORD 22-23=-1649/1037,3-22=1586/1050,20-21=-909/1576,19-20=-909/1576,
15-16=-1659/2955,14-15=-598/1060
WEBS 3-21=990/1757,5-21=-309/297,16-19=-765/1451,7-15=-588/342,8-15=-384/344,
9-15=-904/1636,9-14=-760/479,11-14=-666/1205,7-16=-1171/809,6-16—1226/2072
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);porch left exposed;Lumber DOL=1.60 plate grip DOL=1.60
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
tit 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 Qt=lb)2=403,
23=1171,12=743.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
®WARNING-Veflly design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE M11-7473 rev.1010312015 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 property incorporate this design into the overall r
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,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Sulte 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply 4735 Setv tz
T9539759
73795 GRA HIP 1 1
Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 M7ek Industries,Inc. Fri Sep 23 13:39:51 2016 Page,
_ I D:vZLeUNtsg U l gaZhkoPAB 1 oy67ds-gf_XTOgAO?TDfLW eMOZzYXjgm83jaNy8nm?7Krya18M
i -1-4-0 i 7-0-0 13-0-0 19-4-0
1-4-0 7-0-0 6-0-0 6-4-0
Scale=1:35.6
4x8=
4x6=
3 17 18 19 4
5.00 12
53x4
ai
6
2 Iro
9 8 20 7
3x5= 2x3 II 4x6= 3x4= 4x5=
7-M 13-0-0 19-4-0
7-" 6-0-0 6-4-0
Plate Offsets(X,Y)-- (3:0-5-4,0-2-01,(6:0-0-11,0-1-131
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TO 0.66 Vert(LL) 0.17 7-9 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.26 7-9 >878 240
BOLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(TL) 0.07 6 n/a n/a
BCDL 10.o Code FBC2014/TPI2007 (Matrix-M) Weight:82 lb FT=2053.
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 BOT CHORD Rigid ceiling directly applied or 6-1-3 oc bracing.
WEBS 2x4 SP No.3
SLIDER Right 2x4 SP No.3 2-6-0
REACTIONS. (lb/size) 6=1216/0-3-8,2=1291/0-8-0
Max Horz2=139(LC 7)
Max Uplift6=-813(LC 11),2=-923(LC 8)
Max Grav6=1299(LC 30),2=1395(LC 29)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2651/1668,3-17=-2327/1568,17-18=-2327/1568,18-19=-2327/1568,
4-19=-2327/1568,4-5=-2514/1638,5-6=-1145/671
BOT CHORD 2-9=-1450/2455,8-9—1458/2482,8-20=-1458/2482,7-20—1458/2482,6-7=1409/2282
WEBS 3-9_162/583,4-7=-167/576
NOTES-
1 Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=7ft;Cat.II;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
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.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)6=813,
2=923.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
�)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)282 lb down and 265 lb up at 7-0-0,
159 lb down and 163 lb up at 9-0-12,and 159 lb down and 163 lb up at 10-11-4,and 282 lb down and 296 lb up at 13-0-0 on top chord,
and 370 lb down and 238 lb up at 7-0-0,62 lb down and 4 lb up at 9-0-12,and 62 lb down and 4 lb up at 10-11-4,and 370 lb down and
238 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-3=-54,3-4=54,4-6=-54,10-14=-20
Concentrated Loads(lb)
Vert:3=-37(F)4=-37(F)8=38(F)9=-338(F)7=-338(F)17=-87(F)18=-87(F)20=-38(F)
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 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 property Incorporate this design Into the overall Iva
lay indicated ofindividual truss web
and/or nlAdditional and ghe�nf bracing MiTek•
Is always requuired for sta )N and to p evv t collapse wiith possible personal njndproertyddaamageFor genera guidancce rregardin
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type city` Ply 4735 Selvitz
T9539760
73796 GRB COMMON 1 2 Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 MTek Industries,Inc. Fri Sep 23 13:39:62 2016 Page 1
_ I D:vZLeUNtsq U 1 gaZhkoPAB 1 oy67ds-I rYvhkgonlb4GU5gw84C5kFtGYJ PJeI HOQlgsHyal8L
-1-4-0 6-5-7 10-0-0 13.6-10 19-4-0
1-4-0 6-5-7 3-6-10 3-6-10 5-9-6
Scale=1:34.1
4x5 II
4
5.00 F12 3x4!:7- 4x6
3 5
6
2 I�
1 6,
9 15 16 8 17 18 7 19 20
4x6= 3x4 11 7x8= 3x10 I
6x8=
6-5-7 10-M 13-6-10 19-4-0
6-5-7 3-6-10 3-6-10 5-9-6
Plate Offsets(X,Y)-- [6:0-0-0 0-2-71�8:0-4-0,0-4-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.22 8-9 >999 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(TL) -0.29 7-8 >789 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:208 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly aopiied or 4-5-11 oc purlins.
BOT CHORD 2x6 SP No.2*Except` BOT CHORD Rigid ceiling directly applied or 6-5-13 oc bracing.
6-8:2x6 SP 240OF 2.OE
WEBS 2x4 SP No.3
WEDGE
Right:2x4 SP No.3
REACTIONS. (lb/size) 6=744210-3-8,2=3045/0-8-0
Max Horz2=193(LC 31)
Max Uplift6=-4783(LC 8),2=-2562(LC 8)
Max Grav6=7442(LC 1),2=3235(LC 36)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-7744/6158,3-4=-7034/5277,4-5=7020/5275,5-6=10634/7169
BOT CHORD 2-9=5602/7222,9-15=-5602/7222,15-16=-5602/7222,8-16=-5602/7222,
8-17=-6530/9757,17-18=-6530/9757,7-18=-6530/9757,7-19=6530/9757,
19-20=-6530/9757,6-20=-6530/9757
WEBS 3-9=-805/763,3-8=-1045/1140,4-8=-3873/5169,5-8—4131/2296,5-7=1914/3637
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.
Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 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 7-10;Vult=165mph(3-second gust)Vasd=128mph;TCDL=4.2psf;BCDL=3.Opsf;h=13ft;B=80ft;L=59ft;eave=Oft;Cat.11;
Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)6=4783,
2=2562.
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated loads)658 lb down and 1070 lb up at
7-2-4,1562 lb down and 939 lb up at 9-0-12,1571 lb down and 936 lb up at 11-0-12,1571 lb down and 936 lb up at 13-0-12,1571 lb
down and 936 lb up at 15-0-12,and 1590 lb down and 947 lb up at 17-0-12,and 1583 lb down and 946 lb up at 19-4-0 on bottom
chord. The design/selection of such connection device(s)is the responsibility of others.
®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE M11-7473 rev.1010312016 BEFORE USE.
Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a fruss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Info the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing lViiTek�
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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610
Job Truss Truss Type , Qty• Ply 4735 selvitz
T9539760
73795 GRB COMMON 1 2 Job Reference(optional)
Chambers Truss,Inc., Fort Pierce,FL 7.640 s Apr 19 2016 Mi rek Industries,Inc. Fri Sep 2313:39:52 2016 Page 2
I D:vZLeUNtsq U 1 gaZhkoPAB1 oy67ds-I rYvhkgonib4GU5gw84C5kFtGYJPJeI HOQIgsHyalBL
LOAD CASE(S)Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-4=-54,4-6=-54,2-10=-20
Concentrated Loads(lb)
Vert:10—1583(B)15=467(B)16=-1562(B)17=-1571(B)18=-1571(B)191571(B)20=-1590(B)
®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITekm 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 r
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,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610