1756 ATLANTIC BEACH DR - TRUSSES mom
wit Lumber design vallis rein accordance with ANSI/TPI 1 section 6.3
These truss designs rely tin lumber values established by others.
MiTek OFFICE COPY
RE: 10879T0 - Davenport MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
Tampa,FL 33610-4115
Customer Info: Toll Brothers Project Name: Davenport Model:
Lot/Block: 072 Subdivision: Atlantic Beach
Address: n/a
City: n/a State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: Lou Pontigo License#: 53311
Address: 420 Osceola Ave
City: Jacksonville Beach State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 58 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date
1 T9343919 F01 8/24/1623 T9343941 T08 8/24/16
2 T9343920 F02 8/24/1624 T9343942 T09 8/24/16
3 T9343921 F03 8/24/1625 T9343943 T10 8/24/16
4 T9343922 F04 8/24/1626 T9343944 T11 8/24/16
5 T9343923 F05 8/24/1627 T9343945 T12 8/24/16
6 T9343924 F06 8/24/1628 T9343946 T13 8/24/16
7 T9343925 F07 8/24/1629 T9343947 T14 8/24/16
8 T9343926 F08 8/24/1630 T9343948 T15 8/24/16
9 T9343927 F09 8/24/1631 T9343949 T16 8/24/16
10 T9343928 F10 8/24/1632 T9343950 T17 8/24/16
11 T9343929 GEB01 8/24/1633 T9343951 T18 8/24/16
12 T9343930 J01 8/24/1634 T9343952 T19 8/24/16
13 T9343931 J02 8/24/1635 T9343953 T20 8/24/16
14 T9343932 J06 8/24/1636 T9343954 T21 8/24/16 ••
15 T9343933 J07 8/24/1637 T9343955 T22 8/24/16
16 T9343934 T01 8/24/1638 T9343956 T23 8/24/16 '
17 T9343935 102 8/24/1639 T9343957 T24 8/24/16 , ,
18 T9343936 T03 8/24/1640 T9343958 T25 8/24/16 f
19 19343937 T04 8/24/1641 19343959 T26 8/24/16 1:1-.
j20 T9343938 T05 8/24/1642 T9343960 T27 8/24/16
21 T9343939 T06 8/24/1643 T9343961 T28 8/24/16 22 T9343940 T07 8/24/1644 T9343962 T29 8/24/16 ... v
i si/ . cl; 0
The truss drawing(s) referenced above have been prepared by MiTek ��• •/PS •Ae�i,� Lu
..i. CJ
USA. Inc. under my direct supervision based on the parameters ,,,,`.),O•.•••' S•.;9.1,E.. 0
provided by Building Component Supply. --
39380 "',
Truss Design Engineer's Name: Albani, Thomas /
My license renewal date for the state of Florida is February 28, 2017. _ :
•.-.-o• :cc:
1:13• ST.TE OF :4/� •
IMPORTANT NOTE: The seal on these truss component designs is a certification �0,�•.•, Z.
O . •
that the engineer named is licensed in the jurisdiction(s)identified and that the ,, \. ' • 0 R I
designs comply with ANSI/FPI 1. These designs are based upon parameters ',i7SS ''''• ��
•
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were iii�O N A,,� 0
given to MiTek. Any project specific information included is for MiTek's customers
file reference purpose only,and was not taken into account in the preparation of Thomas A.Albani PE No39380
these designs. MiTek has not independently verified the applicability of the design MITek USA,Inc.FL Cert 6634
parameters or the designs for any particular building. Before use,the building designer 6904 Parke East Blvd.Tampa FL 33610
should verify applicability of design parameters and properly incorporate these designs Date:
into the overall building design per ANSI/TPI 1,Chapter 2.
August 24,2016
Albani, Thomas 1 of 2
T y
RE: 10879T0 - Davenport
Site Information:
Customer Info: Toll Brothers Project Name: Davenport Model:
Lot/Block: 072 Subdivision: Atlantic Beach
Address: n/a
City: n/a State: FL
No. Seal# Truss Name Date
45 T9343963 T30 8/24/16
46 T9343964 T31 8/24/16
47 T9343965 T32 8/24/16
48 T9343966 T33 8/24/16
49 T9343967 T34 8/24/16
50 T9343968 T35 8/24/16
51 T9343969 T36 8/24/16
52 T9343970 Vol 8/24/16
53 T9343971 V02 8/24/16
54 T9343972 V03 8/24/16
55 T9343973 VO4 8/24/16
56 T9343974 V05 8/24/16
57 T9343975 V06 8/24/16
58 T9343976 V07 8/24/16
2 of 2
I
Job Truss Truss Type 1 Oty Ply Davenport
19343919
10879T0 F01 GABLE 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:24 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-I HwZdOZpTI UJsY4nt7ng6ZkB W hoMgvOv_gj8ATykcRH
0-H 8 O-?.i8
8
Scale=1:33.9
3x4= 3x6 FP= 3x4=
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
85 d N 36 Q
p � i 1 r V
tt • • • e o i r - • • •
•
•
•• ...••• ••••• . i•• . •• •• • •
. • .....•..••• ••• •••••••••••••• _ . e.••..•.•..•....•• ••••••••••••••••4,... .•: •••..............•••••••••••• • •••.• •••••••• •••• •••••••• •
34 33 32 31 30 29 28 27 26 2524 23 22 21 20 19 18
3x4- 3x4— 3x6 FP- 3x4- 3x4—
1-6-12I 2-10-12 I 4-2-12 ) 5-6-12 i 6-10-12 i 8-2-12 I --I_9.6.12 10-10-12 { 12-2-12 l 13-6-12 114.10.12 16-2-12 17-6-12 I 18-10-4 { 20-5-0
1-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1.4.0 _1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 13.8 1-6-12
Plate Offsets(X,Y)-- [17:0-1-8,Edgel,[19:0-1-8 Eg1ce1,[33:0-1-8,Edge]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 I Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 i Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 1 Horz(TL) -0.00 19 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-S I Weight:94 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:33-34,18-19.
REACTIONS. All bearings 20-5-0.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)34,18,33,19,32,31,30,29,28,27,26,24,23,22,21,
20
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
I
I ml.
A WARNING-V.Aly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MU-7473 rev.1003/2015 BEFORE USE.
Design valid for use only with MIIekQ9 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 verity the applicability of design parameters and properly incorporate this design Into the overall
bulking design. Bracing Indicated Is to prevent buckling of Individual tens web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal IMrry and properly damage. For general guidance regarding the
tabicatl n,storage,delivery,erection and bracing of trusses and truss systems,seeANSUTPI I Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avdkable from Buss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss TypeQty Ply Davenport
I
T9343920
10879T0 F02 Floor 4 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:25 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 61m-nTUxgMZR E3cATiIzRrI3InHDnSyoZB43CUThjwykcRG
0-1-8
H .11.3.0 1-0 8 0-10-8 0.1.-8
Sc21e=1:34.5
4x6= 1.5x3 II 1.5x3=
1.5x3= 3x6 FP= 4x6= 6x8= 1.5x3=
1 2 3 4 5 6 7 8 9 10 11
a 25 ' - X- �- N 11 �� ���• �/,....,\
�� 27 0
1�
23 22 21 20 19 18 17 16 IS 13 12
4x6= 1.5x3 .1 3x8 MT2OHS FP= 4x6= 4x6= 4x6= 1.5x3 II
18-11-0
I
1-6-0 I 4-0-0 6-6-0 I 11-6.8 14-0-8 I 16-6-8 17.11.018,9.8 20.5-0 I
1-6-0 2-6-0 2-6-0 5.0-8 2.6-0 2-6-0 1-4-8 0-1-8 1-6-0
0-10-8
Plate Offsets(X,Y)-- [1:Edge,0-1-8],[7:0-1-8,Edge],[11:0-1-8,Edge],(20:0-1-8,Edgel
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 40.0Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.24 20 >881 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(TL) -0.36 20-21 >598 240 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 14 n/a rVa
BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:109 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.1(flat)`Except' except end verticals.
12-17:2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3(flat)
REACTIONS. (lb/size) 24=890/0-5-8,14=1823/0-5-8
Max Gray 24=939(LC 3),14=1823(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-24=-934/0,1.2=-950/0,2-3=-2326/0,3-4=-3110/0,4-6=-3315/0,6-7=-3315/0,
7-8=-2967/0,8-9=-2054/282,9-10=-549/833,10-11=0/664
BOT CHORD 22-23=0/1786,21-22=0/2844,20-21=0/3338,19-20=0/3315,18-19=0/3315,
16-18=-58/2638,15-16=-540/1439,14-15=-1167/0,13-14=-1174/0
WEBS 10-14=-1780/0,1-23=0/1225,10-15=0/1362,2-23=-1163/0,9-15=-1292/0,2-22=0/752,
9-16=0/931,3-22=-720/0,8-16=-884/0,3-21=0/369,8-18=0/604,4-21=-317/44,
7-18=-734/0,4-20=-421/301,11-13.903/0,10-13=0/797
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)Load case(s)1,2,3,4,5,6,7,8,9,10 has/have been modified.Building designer must review loads to verify that they are correct
for the intended use of this truss.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards.
LOAD CASE(S) Standard
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pli)
Vert:12-24=-10,1-11=-100
Concentrated Loads(Ib)
Ven:11=-508
2)Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:12-24=-10,1-11=-100
Concentrated Loads(Ib)
Vert:11=-508
o
V WARNING-Welly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE. ill
Design valid for use only with Mitekty connectors.this design is based only upon parameters shown,and is for an individual building component,net
a truss system.Before use,the bulking designer must verify the appibabilly of design parameters and properly incorporate this design Into the overall
building design. tracing Indicated Is to prevent buckling of inckAdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always requked for stability and to prevent collapse with possible personal inlay and property damage. For general guklaice reclaiming the
fatxicaiion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/tPII Orally Creeria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from truss Plate Institute.218 N.Lee Street,Stile 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply Davenport
T9343920
10879T0 F02 Floor 4 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:25 2016 Page 2
I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-nTUxgMZRE3cATifzRrl3tnH Dn5yoZB43CUThjwykcRG
LOAD CASE(S) Standard
3) 1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:12-24=-10,1-10=-100,10-11=-20
Concentrated Loads(Ib)
Vert:11=-219
4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:12-24=-10,1-10=-20,10-11=-100
Concentrated Loads(ib)
Vert:11=-508
5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:12-24=-10,1-10=-100,10-11=-20
Concentrated Loads(Ib)
Vert:11=-219
6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pit)
Vert:12-24=-10,1-10.20,10-11=-100
Concentrated Loads(lb)
Vert:11=-508
7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Veil:12-24=-10,1-7=-100,7-10=-20,10-11=-100
Concentrated Loads(lb)
Vert:11=-508
8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:12-24=-10,1-6.20,6.10=-100,10-11=-20
Concentrated Loads(Ib)
Vert:11=-219
9)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(p11)
Vert:12-24=-10,1-7=-100,7-10=-20,10-11=-100
Concentrated Loads(Ib)
Vert:11=-508
10)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf)
Vert:12-24=-10,1-6=-20,6-10=-100,10-11=-20
Concentrated Loads(Ib)
Vert:11=-219
WARNWG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10W3/2015 BEFORE USE. —.
Design valid for use oily with MINOS connectors.me design Is based oily upon parameters shown,and Is lot an individual binding corns sonent,not
a less system.Before use,the building designer must verify the applicability of design paaneters and properly hcorpxxate this design into the overall
biding design. Bracing Indicated Is to prevent budding of Individual truss web and/or chord members orgy. Additional temporary and permanent tracing MiTek'
Is always required for stability and to prevent collapse with possible personal him,and property damage. for general guidance regarding the
fabrication.storage,delivery.erection and tracing of trusses and truss systems,seeANSI/1PtI Quilty Criteria,DS8-89 and BCS,Butding Component 6904 Parke East Blvd.
Safety Infonnallon available from truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply I Davenport
T9343921
10879T0 F03 Floor 3 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:26 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-Fg2J2ia4?Nk15sE9?YpIC_gL9VFMIeZCR8CEFMykcRF
0-1-8
H1-3-0 i 0-11-0i 0-1-8
Scale=1:34.5
4x6= 1.5x3 I 4x6=
1.5x3= 4x6= 3x6 FP= 4x6= 1.5x3=
1 2 3 4 5 6 7 8 9 10 11
•
Al
9 24 .1!, N. / i "X / N r 1 25 lic,
;N/ X /
22 21 20 19 18 17 16 15 14 13
4x6= 4x6= 1.5x3 II 3x12 M18SHS FP= 4x6= 4x6=
1-6-0 4-0-0_ 6-6-0_ 11-5-0 13-11-0 16-5-0 18-11-0 20-5-0
I 1-6-0 l 2.6 0 i 2-6-0 f 4-11-0 I 2-6-0 � 2-6-0 V 2 6 0 — I 1-6-0 I
---- ----------------- ---
Plate Offsets(X,Y)-- [1:Edge,0-1.8],[7:0-1-8,Edge],[11:0.1-8,Edgel[19_0-1-8,Edge]-_-__..-___
LOADING(psi) SPACING- 2-0-0 CSI. OEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.40 17-18 >612 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 1.00 • Vert(TL) -0.62 17-18 >393 240 M18SHS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.10 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S i —Weight:106 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP No.1(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
2-2-0 oc bracing:18-19
1-4-12 oc bracing:17-18.
REACTIONS. (lb/size) 23=1103/0-5-8,12=1103/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-23=-1097/0,11-12=-1097/0,1-2=-1134/0,2-3=-2852/0,3-4=-3957/0,4-6=-4596/0,
6-7=-4596/0,7-8=-4519/0,8-9=-3969/0,9-10=-2849/0,10-11=-1135/0
BOT CHORD 21-22=0/2140,20-21=0/3534,19-20=0/4371,18-19=0/4596,17-18=0/4596,15-17=0/4388,
14-15=0/3530,13-14=0/2141
WEBS 11-13-0/1466,1-22=0/1464,10-13=-1400/0,2-22=-1400/0,10-14=0/984,2-21=0/990,
9-14=-946/0,3-21=-948/0,9-15=0/612,3-20=0/589,8-15=-582/0,4-20=-576/0,
8-17=-61/365,4-19=-118/585,7-17=-405/219
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERANCE PAGE MI1,7473 rev.10/0312015 BEFORE USE. id"
Design valid for use only with MITeki connecters.this design Is based only upon parameters shown.and Is for an Indivkilici 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
building design. Bracing Indicated Is to prevent tinkling of individual truss web and/or chord members only. Acklflkrnal temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possibre personal Injury and property damage. pop gonoral guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and taus systems,SeeANSt/lP11 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Soley Information avdlable horn truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job `Truss Truss Type Qty Ply Davenport
I r i 19343922
1087910 1F04 Floor 1 1
Job Reference(optional)
Building Corrponent Supply.Jacksonville.Fl 32256 8.000 s Jan 5 2016 MTek Industries.Inc. Wed Aug 24 15:58:12 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Is6z8M0?muU3aLLW m9N_?ODwI N FU27bF6hW dSSykbwf
0-1-8
H I 1-3-0 I 1-7-8 011.8
Scale=1:25.1
4x6= 4x6=
1.5x3= 1.5x3 I I 1.5x3 II 1.5x3=
1 2 3 4 5 6 7 20 8
- o
• a' 4 •
9i8 1 19 0
I' / X / N / X_/ I .
16 15 14 13 12 11
4x6= 4x6
14.4.2
I 1-6-0 I 4-0-0 1 10-10-8I _13-4-8 113-11-7, 14.10.8
1-6-0 2-6-0 6-10-8 2-6-0 0.6-150-4.11 0-6-6
Plate Offsets(X,Y)-- [1:Edge,0-1-81,[8:0-1-8,Edge],[13:0-1-8,Edge],[14:0.1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.12 14-15 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(TL) -0.19 14-15 >886 240
BCLL 0.0 Rep Stress lncr YES WB 0.47 Horz(TL) 0.04 9 n/a n/a
BCDL 5.0 Code FBC2014lTPI2007 (Matrix) I Weight:78 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 17=772/0-5.8 (min.0-1-8),9=351/1-0-12 (min.0-1-8),10=473/0-3-8 (min.0-1-8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 17-18=-76710,1-18=-766/0,9-19=-511/0,8-19=-510/0,1-2=-761/0,2-3=-1793/0,3-4=-225210,4-5=-2252/0,
5-6=-2252/0,6-7=-1651/0,7-20=-471/0,8-20=-471/0
BOT CHORD 15-16=0/1429,14-15=0/2122,13-14=0/2252,12-13=0/2034,11-12=0/1216
WEBS 8-11=0/605,1-16=0/981,7-11=-1035/0,2-16=-929/0,7-12=0/611,2-15=0/505,6-12=-539/0,3-15=-458/0,
6-13=0/492,3-14=-59/407
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
la
A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10W3/2015 BEFORE USE.
Design valid for use only with Mllels<connectors.Itis design is based only upon pxxaneters shown.and is for an indwidu l bolding component,nor
a truss system.Before use,Bre building designer must verify the appllcablity of design parameters and properly Inc:orporato this design into the overall
buldng design. Bracing indicated Is to prevent buckling of Indlvldual 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 tnuses and huss systems,seeANSI/lPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available tom Truss Plale institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job I Truss Truss Type , Qty Ply Davenport
T9343923
10879T0 F05 Floor 3 1
Job Reference(optional)
Building Component Supply, Jacksonville.Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:27 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-jschF2bimgsujOpMYGKXkCMiUvozl EDMgoyonoykcRE
0-1-8 3x4= 1.5x3 I3x4
1.5x3 1
1-1 1ix
1-3-0 2 0-8-8 3 , 4 0-1-8
Scale=1:9.4
9 10
1.5x3=
1.5x3=
4
I •
3x4= 3x4=
7 6
3x4= 3x4=
3-11-8
3-11-8
Plate Offsets(X,Y)-- [4:0.1-8,Edge],[6:0-1.8,Edge�,[7:0-1-8,Edge]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 7 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(TL) -0.00 7 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:251b FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 8=198/0-3-8,5=198/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)
OTES1)Unbalanced floor live loads have been considered for this design.
2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111111
Design valid for use only with MlteIrQ connectors.This design Is based only upon parameters shown,and Is for an individual building component.ponent.not .
a truss system.Before use,the bilking 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 indtvIdual truss web and/or chord members only. Additional temporary and permanent trmacing MiTek"
Is dways required for stability and to prevent cottapse with possible personal inlay and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and tracing of trusses and Buss 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 Typer Oty Ply Davenport
19343924
10879T0 F06 GABLE 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:27 2016 Page 1
g F
ID:dnLxGlmyC66R2ONeZr2lgJzW6lm-jschF2bimgsujOpMYGpK_7XCMilvp3l FHMgoyonoykcRE
p
-4 --k13
1 3x4= 2 1.5x3 I 3 1.5x3 II 4
3x4= Scale=1:9.4
•
9
1.5x3=
• 1.5x3=•
8 7 6 5
3x4= 3x4= 3x4= 3x4=
14-12 2-4-12 3-11-8
1-6-12 0.1.0.0 1-6-12
Plate Offsets(X,Y)— [4:0-1_8,Edge],[6:0-1-8,Edge],[7:0-1-8,Edge]
LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 7 n/a rVa
BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:25 lb FT=20%F,11%E
LUMBER- BRACING-
TOP
RACINGTOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 3.11-8.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Gable requires continuous bottom chord bearing.
2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
3)Gable studs spaced at 1-4-0 oc.
4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2016 BEFORE USE.
Design valid for use only with Mileta)connectors.this design Is based orgy upon parameters shown,and is for an irsdMdual building component,not
a truss system.Before use,the building designer must verily 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 lofnrxJray and permanent tracing MiTek'
Is always required for stability aid to prevent collapse with possble personal 11151w and property damage. or general guidance regarding the
tlxi atlon.storage,delivery,erection and bracing of trusses and truss systems,seeANSVlP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Insltute.218 N.Lee Sheet.Suite 312,Alexarxida,VA 22314. Tampa.FL 33610
Job Truss [Truss Type , Qty IPly Davenport
' T9343925
10879T0 F07 GABLE 1 1
I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:28 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-B2A3TNcKX_?IKAOY6zrmHPvtPJ9ImiPVvShLJFykcRD
Oil-i8
Scale=1:17.2
3x6=
1 3x4- 2 3 4 5 6 7 8 9
• ./•
19 _ J L
9
. e e • • of - - I• -_ .•oil • •
:*i.O•:••.... . . .. .. . .. . O.❖:••4..0.:.10•0.•A'.ii'i•: 0.i.•:•i i. ... . . :.:•
•••••••••••••••••••••••••••••••••••••iiPOJ.•�.••.O.O•.••••••P� ••••• •• ••• •p•00••:•OOO�OOOOOOOO�i•PP�OPPO�••PPi••••••Od�00��
18 17 16 15 14 13 12 11 10
3x4- 3x4- 3x4 - 3x4 I
1.6.12l 2-10.12 4-2-12 5-6-12 I 6.10.12 I—,. 8-2-12 811-0 I 10-5-12 1
1-6-12 1.4.0 1-4-0 1-4-0 1-4-0 1.4-0 0-8-4 1-6-12
Plate Offsets(X,Y)-- [11:0-1-8,Edge],[17:0-1-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a - rVa 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 10 rVa rVa
BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:53 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3(flat) 10-0-0 oc bracing:17-18,10-11.
REACTIONS. All bearings 10-5-12.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,11,16,15,14,13,12
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x3 MT20 unless otherwise indicated.
2)Gable requires continuous bottom chord bearing.
3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web).
4)Gable studs spaced at 1-4-0 oc.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards.
0 WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1010E/1015 BEFORE USE. —_
Design valid for use only with Welds connectors.This design Is based only upon parameters shown,and is for an ksdlvidual bulding component,no1
a truss system.Before use,the building designer must verify the appiicablity 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 I MiTek*
Is always required for stability and to prevent collapse with possible personal friary and property damage. For general guidance regarding the Parke East Blvd.
fabricati n,storage.delivery,erection arxd bracing of trusses and truss systems,seeANSt/1PI1 Quality Criteria, 6904
DSB-89 and SCSI Building Component Tampa.904 East 0
Safety Information available from Truss Plate Institute,218 N.Lee Street-Suite 312.Alexandria,VA 22314.
Job (Truss Truss Types Oty Ply I Davenport
T9343926
10879T0 1 F08 Floor 2 1
Job Reference(pptional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:28 2016 Page 1
ID:dnLxG1myC66R2ONeZr2lgJzW 6tm-B2A3TNcKX_?IKAOY6zrmH PVIFJygmY2VVShLJFykcRD
1-3-0 1 1-8-0 0-�8
I -IScale=1:33.2
1.5x3 1,1 456=
4x6= 4x6= 34 FP= 1.5x3 II 4x6= 1.5x3=
1 2 3 4 5 6 7 8 9 10 11
0
o N
_/ �_� .......
r�—II.i 23 0
zs
22 21 20 19 18 17 16 15 14 13
4x6= 4x6= 3512 M18SHS FP= 456= 456=
1.6.0 4-0-0 6-6-0 13-5-0 15-11-0 18-5-0 19-11-0
1.6.0 1 — 2-6-0 1 2.6.0 }— fi 11 0 I 2-6-0 2-6-0 I 1-6-0 1
Plate Offsets(X,Y)-- [1:Edge,0-1-8],[11:0.1-8,Edge],[17:0-1-8,Edge],[18:0-1-8,Edge],L22:Edge,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.35 17-18 >677 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(TL) -0.54 17-18 >434 240 M18SHS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.09 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:103 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins,
BOT CHORD 2x4 SP No.1(flat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 22=1082/Mechanical,12=1075/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-22=-1075/0,11.12=-1070/0,1-2=-1102/0,2-3=-2764/0,3-4=-3819/0,4-6=-4365/0,
6-7=-4365/0,7-8=-4365/0,8-9=-3819/0,9-10=-2763/0,10-11=-1103/0
BOT CHORD 20-21=0/2082,19-20=0/3419,18-19=0/4192,17-18=0/4365,15-17=0/4192,14-15=0/3419,
13-14=0/2080
WEBS 11-13=0/1425,1-21=0/1467,10-13=-1359/0,2-21=-1364/0,10-14=0/949,2-20=0/948,
9-14=-913/0,3-20=-911/0,9-15-0/556,3-19=0/556,8-15=-519/0,4-19=-519/0,
8-17=-158/589,4-18=-158/589,6-18=-276/26,7-17=-276/25
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)Refer to girder(s)for truss to truss connections.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
6)CAUTION,Do not erect truss backwards.
WARNING-Verity design parameter*and READ NOTES ON THIS AND INCLUDED AIlTEK REFERANCE PAGE MII.7473 rev.10r03/2016 BEFORE USE. mit
Design valid for use oily with h N1tiekS connectors.ills design Is based oily upon parameters shown,and Is for an ardivldrnal building component,not
a truss system.Before use,the bulking designer must verity the applicablity of design parameters and properly Inc(rrxrate this design into the overall
ixlding design. Bracing indicated is to prevent buckling of IncitAdual 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 him and properly damage. For general gadcnce regarding the 6904 Parke East Blvd.fabrication,storage.delivery.erection and bracing of trusses and truss systems.see/0161/TM Quality Criteria,DSB-89 and BCSI Building Component
Safety Information ava9able from Truss Plate institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type ;Qty I Ply Davenport T9343927
10879T0 F09 Floor 8 1
I i Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:29 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-f EkSgjdyll7cyJzkghN?pdSwNiJAV?Vf76RvshykcRC
1-3-0 1-4-0
r �
Scale:3/8"=1'
4x6= 4x6= 3x6 FP- 1.5x3 I I 1.5x3 II 4x6= 4x6=
1 2 3 4 5 6 7 8 9 10 11
19
7 , X 1
X / .\, -./ X / N.,/ X / 17
22 21 20 19 18 17 16 15 14 13 12
4x6= 4x6= 3x12 M18SHS FP= 4x6= 4x6=
1-6-0 4-0-0t 6.6.0 I 13-1-0 _ } 15-7-0 I 18-1-0 19-7.0 {
1-6-0 2-6-0 2-6-0 6-7-0 2-6-0 2-6-0 1.6.0
Plate Offsets(X,Y)-- 11:Edge,0-1-8],(17:0-1.8,Edge],[18:0-1-8,Edgel,[22:Edge,0-1-8]_____
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.33 17-18 >711 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 I BC 0.80 Vert(TL) -0.51 17-18 >456 240 M18SHS 244/190
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.09 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:102 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-6-13 oc purlins,
BOT CHORD 2x4 SP No.1(ftat) except end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 22=1063/Mechanical,12=1063/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-22=-1056/0,11-12=-1056/0,1-2=-1081/0,2-3=-2705/0,3-4=-3723/0,4-6=-4224/0,
6-7=-4224/0,7-8=-4224/0,8-9=-3723/0,9-10.2705/0,10-11=-1081/0
BOT CHORD 20-21=0/2043,19-20=0/3341,18-19=0/4078,17-18=0/4224,15-17=0/4078,14-15=0/3341,
13-14=0/2043
WEBS 11-13=0/1439,1-21=0/1439,10-13=-1338/0,2-21=-1338/0,10-14=0/921,2-20=0/921,
9-14=-885/0,3-20=-885/0,9-15=0/531,3-19=0/531,8-15=-494/0,4-19=-494/0,
8-17=-172/530,4-18=-172/530
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 3x4 MT20 unless otherwise indicated.
4)Refer to girder(s)for truss to truss connections.
5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3.10d(0.131"X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE/REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE •
Design valid for use only with Wok&connectors.Ibis design Is based only upon I:ammeters shown,and Is lot an IndMdual building component,not
a truss system.Before use,the bulking designer must verify the applk:abbity of design parameters and properly Incorporate this design into the overall
t.xikAng design. Bracing Indicated Is to prevent buckling of kndlvklual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
L always regaled for stabBIty and to prevent collapse with possible personal Brim y and property damage. for general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPlt Quality Criteria,DSB-89 and BCSI Building Component 6804 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 Davenport
•
19343928
10879T0 F10 I GABLE ,1 1
I Job Reference(optional)
Budding Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:29 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2IgJz W 6tm-tEkSgjdy117cyJzkghN?pdS2AiVXV9ef76RvshykcRC
Scale=1:32.7
3x6= 3x6 FP= 3x6=
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
1 .I.' .1,
(7.3. N
J 9
••e••
Job Truss Truss Type Qty Ply Davenport
r > T9343929
10879T0 GEB01 FLOOR 2 I 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:30 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-7RIqu3da3bFTaTYxEOuEMq_556dwE PfoMmASO7ykcRB
2-7-9 5-1-6 7-7-3 10-1-0 12-6-13 15-0-10 17-6-7 20-2-0
I -42-7-9 2-5-13 �— 2-5-13 2-5-13 } 2-5-13 + 2-5-13 2-5-13 2-7-9 i
Scale=1:34.3
6x6=
1 2 3 4 5 6 7 8 9
0 .00 - • 0 Q ter7 El
'''. .ii
r.., MI w
GE
iS 17 16 15 14 13 12 11 g
2x4_ 7x14 MT2OHS= 2x4=
2-7-9 _ 5-1-6 7-7-3 10-1-0 12-6-13 15-0-10 17-6-7 20-2-0 l
2-7-9 2-5-13 I 2-5-13 I 2-5-13 i 2-5-13 I 2-5-13—� 2-5-13 2-7-9
Plate Offsets(X,Y)-- [1:0-2-12,0-2-01,[9:0-2-12.0-2-01,111:0-2-4,0-2-0],[17:0-2-4,0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Vdeft Lid PLATES GRIP
TCLL 54.0 Plate Grip DOL 1.60 TC 0.60 Vert(LL) -0.32 14 >739 360 MT20 244/190
TCDL 5.0 Lumber DOL 1.60 BC 0.90 Vert(TL) -0.80 14 >299 240 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.12 10 n/a r1/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Weight:108 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins,
BOT CHORD 2x4 SP No.1 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 18=1791/0-3-8,10=1791/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-18=-1748/0,1-2=-2561/0,2-3=-4603/0,3-4=-6163/0,4-5=-7152/0,5-6=-7152/0,
6-7=-6163/0,7-8=-4603/0,8-9=-2561/0,9-10=-1748/0
BOT CHORD 16-17=0/2561,15-16=0/4603,14-15=0/6163,13-14=0/6163,12-13=0/4603,11-12=0/2561
WEBS 9-11=0/2967,1-17=0/2967,8-11=-1596/0,2-17=-1596/0,8-12=0/2421,2-16=0/2421,
7-12=-1278/0,3-16=-1278/0,7-13=-86/1849,3-15=-86/1849,6-13=-948/51,
4-15.948/51,6-14.618/1173,4-14=-618/1173,5-14—1284/0
NOTES-
1)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to
verify adequacy of top chord dead load.
2)All plates are MT20 plates unless otherwise indicated.
3)All plates are 4x5 MT20 unless otherwise indicated.
4)Bearing at joint(s)18,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
5)Load case(s)1,2 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of
this truss.
6)Recommend 2x6 strongbacks,on edge,spaced at 16-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1038 lb down at 10-1-0 on top
chord,and 1038 lb up at 10-1-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S)
1)Dead+Floor Live(balanced):Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:10-18=-10,1-9=-118
Concentrated Loads(Ib)
Vert:5=-1038(F)
2)Dead:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf)
Vert:10-18=-10,1-9=-118
0 WARNING-Verify design parnmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/73/2016 BEFORE USE.
Design valid Vol use only with Mltek1)connectors.Isis design is basedonly upon parameters shown,and is for an Individualbuilding component,notmi.
a truss system.Before use,the building designer must verity the cy)plicabllty of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent budding of lndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required fon stability and to prevent collapse with possble personal k'nlury and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply Davenport
T9343929
10879T0 GEB01 FLOOR 2 1 i
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:30 2016 Page 2
I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-7R1qu3da3bFTaTYxEOuEMq_556dwEPfoMmASO7ykcRB
LOAD CASE(S)
Concentrated Loads(Ib)
Vert:14=1038(F)
4 I
ter.
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*411-7473 rev.10/03/2015 BEFORE USE. mil
Design valid for use only wllh Mitek//y connectors.iris design Is txssed only upon parameters shown,and Is for an Individual bulk Una c,nnp o nenL riot
a truss system.Before use,the building ng designer must verify the applicability of design parameters and properly incorporate this design Into the overall
biding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
B always requhed for stability and to prevent collapse with possble personal Itluy and property damage. For general grid nce regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPI1 Quilty Critwla,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avdiable from Truss Plate institute.218 N.Lee Street.Stile 312,Alexandra.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply Davenport
• T T9343930
10879T0 J01 Jack-Open 2 1
Job Reference(optional)
Building Component Supply.Jacksonville.Fl 32256 8.000 s Jan 5 2016 MiTek Industries.Inc. Wed Aug 24 15:59:15 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-y_QnNvnWwFQ7d0fdzuOm3gKmgnwVJkTWc.HTAlykbvg
-1-4-0 _ } 1-0-3
1-4-0 1-0-3
Scale=1:5.9
3
3.60112 r
2 1 1
o' FA
1 , 1 •
4
2x4=
2x4=
Plate Offsets(X,Y)-- F2:0.0-7,Edge1,12:0-7-3,0-1-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.00 5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 5 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 2=173/0-5-8 (min.0-1-8),2=173/0-5-8 (min.0-1-8),4=-17/Mechanical
Max Horz 2=26(LC 12)
Max Uplift 2.80(LC 12),4=-17(LC 1)
Max Gray 2=173(LC 1),2=173(LC 1),4=27(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25f1;B=45ft;L=241t;eave=41t;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)zone;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'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.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 lb uplift at Joint 2 and 17 lb uplift at
joint 4.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
I INWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE Mq•7473 rev.10/93r7015 BEFORE USE.
Design valid for use only with MltekO connectors.this design is based only upon parameters shown.aril Is for an hxlivkirxrl budding component,not
a truss system.Before use,the building designer must verily the applicabitty of design parameters and properly incorporate this design Into the overall
'Aiding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always requked for stability and lo prevent collapse wtth possible personal Injury and properly damage. For general guidance regarding the
tabdcatkrs,storage,delivery.erection and bracing of tr sses and truss systems,seeANSUTPI I Quality Criteria,DSS-89 and SCSI BuNding Component 6904 Parke East Blvd.
Safety Information avdlable from Truss Plate Institute.218 N.Lee Sheet,Stile 312.Alexandria.VA 22314. 1 Tampa.FL 33610
Job Truss Truss TypeQty Ply Davenport
t
19343931
10879T0 J02 Jack-Open 2 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:31 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-bdrC5PeCgvNKBd77n5PTu2XNuW BZz3ixbQw?waykcRA
-1-4-0 2-6-3
i 1-4-0 I — - — 2-6-3
l Scale=1:8.2
3 I
3.60•
12A
2
1 ! I I
4
I41110'
1
2x4-
—, 2-6-3_ i
2-6-3
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a rt/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 3=50/Mechanical,2=200/0-5-8,4=26/Mechanical
Max Horz 2=39(LC 12)
Max Uplift 3=10(LC 12),2=-65(LC 12)
Max Gray 3=50(LC 1),2=200(LC 1),4=39(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=5.0ps1;BCDL=5.Opst h=25ft B=45ft;L=24tt;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads.
3)"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.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint 3 and 65 lb uplift at
joint 2.
MINNS
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. NEI
Design valid(or use only vAth MIIelao connectors.this design k based only upon parameters shown.and Is(or an kdlvidual txiiding component.not
a truss system.Bekoe use,the building designer must verify the applicability of design parameters and properly ircorpxrate this design Into Rhe overall
bulding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracking MiTek•
Is always required for stability and to prevent collapse with possible personal Int ry and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and tracing o1 trusses and tr ss systems,seeANSI/TPI I CnaMy Criteria.DS849 and BCSI Building Component 6904 Parke East Blvd.
Safety IMormalton avallablo from truss Plate Insttlule,218 N.tee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610
Job Truss i Truss Type I Qty Ply Davenport
T9343932
10879T0 J06 JACK-OPEN 15
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:32 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-3pPallfgbDVBpnhJLpwiRF4VOwTyi Wx5p4fZSOykcR9
-1-4-0 5-4-0
1-4-0 5-4-0
Scale=1:19.1
3 I�
6.00 rw
n N
9 d "n
8
2
� 4
3x5 I
5-4.0
5.4.0
Plate Offsets(X,Y)-_[2:0-2-8,0.0.71---- - - --- --------------
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) 0.05 4-7 >999 240 j MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.10 4-7 >656 180 j
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS ( j Weight:20 lb FT=20%
i
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 3=134/Mechanical,2=301/0-5-8,4=67/Mechanical
Max Horz 2=105(LC 12)
Max Uplift 3=-52(LC 12),2=-51(LC 12)
Max Gray 3=134(LC 1),2=301(LC 1),4=96(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25tt;B=45tt;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-3-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'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.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 3 and 51 lb uplift at
joint 2.
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1GV32015 BEFORE USE.
Design valid for use only with M Melo connectors.this design h based oNy urxxn parameters shown.and is for an Individual bolding component.not
a truss system.Before use,the building designer must verify the applicability of design parcsneters and properly incorporate thin design Into the overall
bulling design. Bracing Indicated Is to prevent buckling of individual trus web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possbie personal Ir>Itry and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety InfomnatIon available from truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
— — 1
Job Truss ,Truss Type Qty Ply Davenport
T9343933
10879T0 J07 Jack-Open 9 1
I — __ I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:32 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-3pPallfgbDVBpnhJLpwiRF4VMwUXiVk5p4fZSOykcR9
-1-4-0 6-4-0
1-4-0 6-4-0
Scale=1:22.5
• 4 Ti
6.00 12
N Cg
2x4 II t0 4 6
I 3
2
11.21414
a 1 M — II
3x5 11
6 2x4 I i 5
I 1-4-0 1)6-,2 6.4.0 ^
1-4-0 0-2- 2 4-9-4
Plate Offsets(X,Y)-- [2:0.2.8,0-0-7)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdeti Ud 1 PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.02 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.04 5-6 >999 180
BCLL 0.0 ' Rep Stress her YES WB 0.08 Horz(TL) -0.04 4 n/a n/a •
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
WEDGE
Left:2x4 SP No.3
REACTIONS. (lb/size) 4=103/Mechanical,5=27/Mechanical,6=452/0-5.8
Max Horz 6=119(LC 12)
Max Uplift 4=-50(LC 12),6=-67(LC 12)
Max Gray 4=103(LC 1),5=75(LC 3),6=452(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 3-6=-358/259
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ff;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-6-12,Interior(1)1-6-12 to 6-3-4 zone;cantilever
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'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.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 50 lb uplift at joint 4 and 67 lb uplift at
joint 6.
A WARNING-Verily da tIgn panmatara and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1Q/03r201S BEFORE USE. Nel-
Design valid for use only with Mllek4A connectors.Ills design is based only urxmn rxxameters shown.and Is for an indMdual building core ronent.not
a truss system.Before use,the bulling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
biding ding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional tempoxay and permanent bracing MiTek-
8 always required for stability and to prevent collapse with possible personal Infxy and property damage. For general guldalce regarding the
fabrication.storage.delivery.erection and bracing of trusses and truss systems,seeANSt/1PI t Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avdlabte nom truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa-FL 33610
'Job Truss Truss Type j Qty Ply Davenport
• ' T9343934
10879T0 TO1 Common Supported Gablei2 1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:33 2016 Page 1
ID:IAPSN5HZ49dc6e9rb3YUN4yZ8aa-YOzyW SgTM W d2RxGVVW Rx_Tc12Kt4RzTE2kP6?SykcR8
10-9-0 } 20-2-0
10-9-0 9-5-0
5x6= Scale=1:34.8
8
30
7 ;r 9
6.00 12 31 6PI
� � 10 32
5 ,, 1
11110.1111111
4 r V 12
Pt
33
't 3 r V 13
2 14 3x6 II
14
Pi
15
ds-.-.-.-.-.-5.5.55... 5..-................-.......-.-.......5 5555....5 5 5............. ...................................... ...............-...5 5 5
3x4 29 28 27 26 25 24 23 22 21 20 19 18 17 16
6x6=
20-2-0
20-2.0
Plate Offsets(X,Y)— (15:0-2-5,0-2-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 16 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:116 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. All bearings 20-2-0.
(Ib)- Max Horz 1=81(LC 11)
Max Uplift All uplift 100 lb or less at joint(s)24,25,26,27,28,29,22,21,20,19,18,17
Max Gray All reactions 250 lb or less at joints)1,16,23,24,25,26,27,28,29,22,21,20,19,18,17
FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=2ft Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-6-4 to 3-6-4,Exterior(2)3-6-4 to 10-9-0,Comer(3)10-9-0 to
13-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 1-4-0 oc.
7)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
8)'This truss has been designed for a live load of 20.Opst 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)24,25,26,27,28,
29,22,21,20,19,18,17.
l
A WARNING-Verily design parameters and READ NOTES ON TINS AND INCLUDED MIMICREFERANCE PAGE MO-7473 rev.1GG03/20I5 BEFORE USE.
Design valid for use only with Milek:c connectors.fits design is based only upon rxaarneters shown.and Is for cal Individual building component.not
a truss system.Before use.he bulking designer must verify the applk:abllty of design parameters arnd properly incorporate Ibisdesign Into the overall
bulking design. Bracing Indicated Is to prevent truckling or individual
truss web and/or chord members only.Additional temporary 4x1 permanent bracing MI
MilekS
Ls always requked for stability and to prevent collapse with possible personal krt.sy and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSI/1PI l Quality Catena,DS8-89 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 ITruss Type IQty Ply Davenport
T9343935
10879T0 102 Common 19 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:34 2016 Page 1
I D:dnLxGlmyC66 R2O NeZr2lgJzW 6tm-OCXLj R956q Iu25riTEyA W g9nhj4CAOSOH08gX uykcR 7
5-7-6 10-9.0 15-3-12 __ 20-2-0
I 5-7-6 5-1-9 4-6-12 ] 4-10-4
______i
6x6= Scale=1:36.3
3
6.00 I12 16 19
2x4//
2x4 \\ 4
2 \1111K9Lppp
20
5x6
17 5
1 _6
i NM l +l
al I.1
9 8 7
4x5= 3x6= 4x5=
3x4= 4x12 I I
6-11-6 13.4-1520-2.0
I 6.11.6 I 6-5-9 6-9-1
Plate Onsets(X,Y)-- (1:0-0-15,0-0-1],[6:0-8-9,EdgeL
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.07 7-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.18 7-9 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.07 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 I Matrix-MS Weight:96 lb FT=20°i°
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Right 2x8 SP No.2 1-6-0
REACTIONS. (lb/size) 1=815/0-3-8,6=798/0.3-8
Max Horz 1=84(LC 11)
Max Uplift 1=-90(LC 12),6=-89(LC 12)
FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-1346/252,2-3=-1212/276,3-4=-987/245,4-6=-1118/236
BOT CHORD 1-9=-188/1146,7-9=-70/734,6-7=-144/929
WEBS 2-9=-302/153,3-9=-88/503,3-7=-32/293
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0ps1;BCDL=5.Opsf;h=25ft;B=45ft;L=24tt;eave=41h Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-9-0,Exterior(2)10-9-0 to
13-9-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will tit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6.
imm.
� i I
0 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 Mneks connectors.This design Is based only upon parameters shown.and Is for an bdMNdual building component.xnnent.not
a truss system.Before use,the bulking designer must verify the applicablity 01 design parameters and properly Y corixrato this design into the overall
bulking design. Bracing Indicated Is to prevent buckling of htllviduci truss web and/or chord members only. Additional temporary end permanent bracing ig MiTek
Is always required for stability and to prevent colt pse with possible personal Injury and property damage. For general guidance regarding the
fabrication,storage.delivery.erection and bracing of trusses and truss systems.seeANSI/1P11 Qualify Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Informa$ion available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. ! Tampa.FL 33610
Job Truss Truss Typee I Qty Ply Davenport
' T9343936
10879T0 T03 GABLE 1 1
—_ Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:36 2016 Page 1
ID:fAPSN5HZ49dc6e9rb3YU N4y28aa-ybf587i LeR?cl0?4af?eb5E 77XjxeGFgkidmcnykcR5
•1.4.0 6.9_8 12-1-8 17-5-8 24-3-0 25-7-0
1-4-0 I 6-9-8 — I 5-4-0 — (-- — 5-4-0 1 6-9-8 I 1-4-0
Scale=1:46.5
6x6//
12 13
11 �.�
1111111111PN:
10 .. 14
47 48
8 15
4x5 i 4x5
8 . 16
7 re 46 41 :311RT ; : : ; 23
.`2 .. 3x8 I _ 1
14
4x10 \\ 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 4x10 //
7x10=
0130 6-9-8 +
12-1-8 I 17-5-8 I 24-0-0 24(3.0
0.3.0 6-6-8 5-4-0 _ 5-4-0 6-6-8 0.3-0
Plate Offsets(X,Y)-- [2:0-7-0,Edge],[12:0-2-14,Edge],(22:0-7-0,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.09 38 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.23 38 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 22 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:185 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):42,45
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=1048/0-3-8,22=1048/0-3-8
Max Horz 2=150(LC 11)
Max Uplift 2=-154(LC 12),22=-154(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=-1372/163,4-5=-1436/186,5-6=-1414/208,6-7=-1395/229,7-8=-1362/248,
8-9=-1018/187,9-10=-950/199,10-11=-1076/257,11-12=-743/200,12-13=-748/202,
13-14=-1070/256,14-15=-951/200,15-16=-1018/188,16-17=-1362/249,17-18.1395/229,
18.19=-1414/208,19-20=-1436/186,20-22=-1372/164
BOT CHORD 2-40=-102/1245,39-40=-95/1209,38-39=-95/1209,37-38=-95/1209,36-37=-95/1209,
35-36=-95/1209,34-35=-95/1209,33-34=-95/1209,32-33=-95/1209,31-32=-107/1209,
30-31.107/1209,29-30=-107/1209,28-29.107/1209,27-28=-107/1209,
26-27=-107/1209,25-26=-107/1209,24-25=-107/1209,22.24=-114/1245
WEBS 32-44=-490/133,44-45=-561/150,45-46=-480/128,16-46.521/140,8-43=-524/141,
42-43=-481/128,41-42=-569/152,32-41=-530/145,11-41.125/596,33-41=-107/533,
10-42=-331/108,13-44.120/572,31-44=-88/452,14-45=-315/104
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1.4.0 to 1-5-8,Interior(1)1-5-8 to 12-1-8,Exterior(2)12-1-8 to
15-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 1-4-0 oc.
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)Solid blocking is required on both sides of the truss at joint(s),22.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=154,22=154.
0..
0 WARNING-Verify design param.Iers and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/07/2015 BEFORE USE.
Design valid for use only with Milek8 connectors.this design is Ix,sed only upon parameters shown,and Is(or an individual bufding component,not
a truss system.Before use.the building designer must verily the applicability of design parameters and property Incorporate this design Into the overall
bullding design. Bracing Indicated is to prevent buckling of IndlAdual truss web and/or chore,members only. Additional temporary and permanent bracing Milek•
is always required for stability and to prevent collapse with possible personal him and property damage. For general guide rice regarding the
fabrication,storage,delivery,erection and bracing of mases and truss systems,seoANSI/IPI1 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 TypeI Qty I Ply Davenport
' 19343937
10879T0 104 COMMON 14 1
Job Reference(optional)
Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:36 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-ybf587iLeR?c10?4af?eb5E5UXkOeBsgkidmcnykcR5
-1-4-0 6-2-8 12-1-8 18-0-8 24.3.0 25-7-0
1-4-0 I 6-2-8 I 5-11-0 I 5-11-0 6-2-8 1 1-4-0 {
6x6- Scale=1:48.7
5
it
25 26
7.00 FF
2x4\\ 2x4//
4 6
•
4x5 i 4x5
3 7
2 8
TO;
1 • mm ,
9 d
1,14 12 27 11 28 10 N 1
4x5= 3x8 MT2OHS_ 4x5= 5x6 II
5x6 I
�0 8-2-3 16-0-13 I 24-0-0 24 .0
'0 7-11-3 I 7-10-11 7-11-3 030
Plate Offsets(X,Y)-- [2:0-2-14,0.0-15),[8:0-2-14,0-0-15]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.23 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.44 10-12 >668 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Ina YES WB 0.58 Horz(TL) 0.07 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:129 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 2-0-0,Right 2x6 SP No.2 2-0-0
REACTIONS. (lb/size) 2=1050/0-3-8,8=1050/0-3-8
Max Horz 2=-157(LC 10)
Max Uplift 2=-394(LC 12),8=394(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=-1273/843,4-5=-1146/880,5-6=-1146/880,6-8=-1273/843
BOT CHORD 2-12=-614/1023,10-12=-367/730,8-10=-628/1023
WEBS 5-10=-423/434,6-10=-275/138,5-12=-423/434,4-12=-275/138
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0pst;h=25ft;B=4511;L=24ft eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 12-1-8,Exterior(2)12-1-8 to
15-1-8 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=394,8=394.
V WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. reth
Design valid for use only vAth Mlle145 connectors.1Ns design 8 based only upon rxxameters shown,and Is tor an individual building component.not
a truss system.Before use,the hulking designer must verify the applicability of design pm-meters and properly incorporate tbk design Into the overall
bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addltknal temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possble personal!rim and properly damage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeANS1/iP11 Quilty Criteria.DS8.89 and SCSI Building Component 6904 Parke East Bbd.
Safety Information available from huss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria VA 22314. Tampa.FL 33610
Job Truss Truss TypeQty Ply Davenport
T9343938
10879T0 105 Common 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:37 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-QnDTMSjzP17TWYaH8M W t8JnJ7x3f NkQgzMN K8DykcR4
1.4.0 6-2-8 12-1-8 18-3-0 25-3-5
1.4.0 l 6-2-8 I 5-11-0 } 6-1-8 7-0-5
6x6= Scale=1:48.6
5
irli
19 allb 20
7.00 12
2x4\\ q//
4 6
4x5 5- 21
3 18
y 2
rill is I f ♦ �Y
C a _� d
►_4 10 22 9 23 8 =,4
7
4x$– 3x6= 4x5= 3x4�-
5x6 II
8-3-1316.4.3 25-2-14 25- -5
—
8-3-13 --. 8.0.5 1 8-10-12 – 0-0-6
Plate Offsets(X,Y)-- [2:0-2-14,0.0-15],[7:0-1-0,0.3-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.20 8-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 I Vert(TL) -0.39 8-12 >765 180
BCLL 0.0 ' Rep Stress[nor YES WB 0.24 I Horz(TL) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight_123 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (Ib/sIze) 7=999/0-7-0,2=1080/0-5-8
Max Horz 2=157(LC 11)
Max Uplift 7=-107(LC 12),2=-156(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=-1447/243,4-5=-1301/277,5-6=-1434/309,6-7=-1577/267
BOT CHORD 2-10=-128/1248,8-10=-15/860,7-8=-151/1322
WEBS 4-10=-321/167,5-10=-72/535,5-8=-105/703,6-8=-393/188
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 12-1-8,Exterior(2)12-1-8 to
15-1-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf 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,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
7=107,2=156.
( pill/
►
0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MIlekn connectors.this design is based only upon parameters shown-and Is for an individual building component,not
a truss system.Before tae,the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design. Ikachg Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
is always requked for stability and to prevent collapse with possible personal hluy and property damage. for general guidance regadhg the
fabrication,storage.delivery,erection and bracing of trusses and trss systems.seeANSt/1P11 Quality Criteria,D5849 and SCSI Bullring Component 6904 Parke East Blvd.
Safely Information available Born Truss Plate institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa.FL 33810
Job Truss Truss Type Qty Ply Davenport
• 19343939
10879T0 106 ROOF SPECIAL 1 1
_ I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:38 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-uzmrZokbA3FKXi9Ti416hW KPFLPT6OQzCO6tggykcR3
-1-4-0 6-2-8 12-1-8 17-10-0 23-6-8 27-3-5
11-4-0 6-2-8 5-11-0 5.8.8 I 5-8-8 3 8 13
Scale=1:50.9
6x6=
5
N
21 22
7.00 12
2x4\\ 6x6
6
4
40,
4x5
2.5512
320 7x6//23
2 \ / N\,,,Nssiiiii:'
� 8 v
• o t a r_ �" "� ]a,
_� o
-� 12 24 11 25 10 9
4x5= 3x6= 4x5= 4x6= 3x6
6x6 li
8-0-8 15-9-8 23-6-8 27-3-5
8-0-8 I-- 7-9.0 I 7-9-0 I 3-8-13
Plate Offsets(X,Y)-- (2:0-3.6,0.0-3],L6_0-3-0,0-2-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.29 9-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.82 9-10 >398 180
BCLL 0.0 ' Rep Stress!nor YES WB 0.90 Horz(TL) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:141 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except` TOP CHORD Structural wood sheathing directly applied.
5-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing.
BOT CHORD 2x4 SP No.2'Except*
8-11:2x4 SP No.1
WEBS 2x4 SP No.3*Except*
7-9:2x6 SP No.2
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 8=1116/0-7-13,2=1151/0-5-8
Max Horz 2=150(LC 11)
Max Uplift 8=-123(LC 12),2=-166(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=-1564/257,4-5=-1435/301,5-6=-1612/329,6-7=-4089/659,7-8=-3206/433
BOT CHORD 2-12=-144/1334,10-12=-32/955,9-10=-183/1577,8-9.399/3102
WEBS 4-12=-318/168,5-12=-83/520,5-10=-123/878,6-10=-577/209,6-9=-368/2354,
7-9=-1511/321
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=27ft;eave=4ft;Cat.
11;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 12-1-8,Exterior(2)12-1-8
to 15-1-8,Interior(1)23-6-8 to 27-3-5 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 0t=1b)
8=123,2=166.
0 WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03201S BEFORE USE. ril '
Design valid for use only vAth Mllekh connectors.This design Is based only upon parameters shown.and is for an kr9vldual trAding component.not
a tans system.Before use.the balling designer must verity 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.Addtlo nal temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal knfuy and properly damage. For general guidance regarding the
fabrcatkrn,storage.delNery,erection and bracing of trusses and truss systems,seeANSI/19I1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parka East Blvd.
Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria VA 22314. Tanga.FL 33610
Job Truss Truss TypeQty Ply Davenport
' 1 19343940
10879T0 �T07 Root Special 11 1
1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:39 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-MAKEm8kExMNB9skfFnYLDksakkhtrYu7RgsQC6ykcR2
1-4-0 6-2-8 12-1-8 17.3.2 22.4.12 29-3-5
1
1-4-0 1 6-2-8 { 5-11-0 I 5-1-10 l 5-1-10 6-10-9
Scale=1:54.0
6x6=
5
ii
21
\ 22
7.00 12
5x6
2.4
\\ 6
4 •4•
. .\...
2.55 12
7x6//
4x5 7
320
j 23
2 8
1 diu u v
. ►_• d
'_' 12 24 25 11 10
9
4x5= 3x8 MT2OHS= 4x6=
6x6 II 4x'=
4x5
7-7-15 15-0-5 22-4-12 29-2-14 5
I
7-7-15 -- — 7 47 —t- 7-4-7 I 6-10-2 0-0-6
Plate Offsets(X,Y)-- [2:03-2,0-0.7],[8:0-5-4,Edge],(9:0-2.4,10-2.0]
LOADING (psi) SPACING- 2-0-0 I CSI. DEFL in (hoc) Udell Lid j PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.33 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.90 9-11 >392 180 MT2OHS 187/143
BCLL 0.0 • Rep Stress Incr YES WB 0.63 Horz(TL) 0.10 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:147 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3`Except` 2-2-0 oc bracing:8-9.
6-9:2x4 SP No.2
SLIDER Left 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 8=1190/0-7-0,2=1236/0-5-8
Max Horz 2=-149(LC 10)
Max Uplift 8=-131(LC 12),2.175(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=-1722/276,4-5=-1616/334,5-6=-1753/346,6-7=-4591/719,7-8=-3895/540
BOT CHORD 2-12=-160/1447,11-12=-49/1085,9-11=-206/1825,8-9=-488/3768
WEBS 4-12=-314/170,5-12=-99/522,5-11=-139/1019,6-11=-817/230,6-9.414/2774,
7-9=-1730/340
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45f1;L=29tt;eave=4tt;Cat.
II;Exp B;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 12-1-8,Exterior(2)12-1-8
to 15-1-8,Interior(1)22-4-12 to 29-3-5 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate
grip DOL=1.60
3)All plates are MT20 plates unless otherwise indicated.
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,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=131,2=175.
id.
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MY-7473 rev.10W32015 BEFORE USE.
Design valid for use only with MIIeke connectors.This design Is based only upon parameters shown,and Is for err Individual building component,not
a truss system.Before use,the bulking designer must verify the applicabllty of cosign 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 tx:rmanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal Inrsy arta property damage. For general guidance regarding the 6904 Parke East Blvd.
storage.delivery,erection and bracing of tru ses and truss systems,seeANSI/TPI l Quality Criteria,DSII-89 and SCSI Bulidiny Component
Safety Information available from truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job I Truss Truss Type Oty Ply Davenport
T9343941
10879T0 TOB Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:39 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-MAKEm8kExMNB9skfFnYLDksYFkhbrU27RgsQC6ykcR2
0-9-15
1-1-1-8 7 6-4-15 12-0-0 16-6-1221.1.9 26-9-0 29-8-1 _
'1-1464.15 5-7-1 i 5-7-1 I 4-6-12 4-6-12 ---{. 5-7-7 l 2-11-1 ;
Scale=1:54.6
5x6=
7.00 i2 6
.Y,
19 20
6x6
4x5 i 7
3x6
5 r
4 •PN
2.551.
74" 8 7x6//
6x6=
2x4 II 48
7x10=000 2x4 II
� 1 2
9 10
4.
'- - I O r �S r 0 1 Di Li
17 16 15 14 13 12 it
4x5= 4x5= 3x6= 4x10= 3x8 MT2OHS= 5x8= 5x6=
6-4-15 12-0-0 4 14-2-3 21-1-9 26-9-0 rt 29-8-1 l
6.4-15 I 5-7-1 2-2-3 6-11-6 I 5-7-7 2.11-1
Plate Offsets(X,Y)-- 17:0.0.8,0_2-12],[12:0-2-8,0-2-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.24 12-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.73 12-14 >482 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.11 11 rVa n/a
BCDL 10.0 Code FBC2014ITPI2007 Matrix-MS Weight:167 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except:
WEBS 2x4 SP No.3 2-2-0 oc bracing:11-12.
REACTIONS. (lb/size) 17=1253/0-4-0,11=1173/0-3-8
Max Horz 17=-130(LC 10)
Max Uplift 17=-173(LC 12),11.129(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 3-5=-1718/274,5-6=-1410/283,6-7=-1390/286,7-8=-3942/598,8-9=-3431/463
BOT CHORD 16-17=-146/842,14-16=-182/1424,12-14=-230/1774,11-12=-506/2995
WEBS 3-17=-1344/303,3-16=-42/608,5-14.394/131,6-14=-170/1054,7-14=-927/227,
7-12.296/2290,8-12=-1532/299,9-12=0/454,9-11=-3060/551
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45ft;L=30ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-1-8 to 3-9-15,Interior(1)3-9-15 to 12-0-0,Exterior(2)12-0-0
to 15-0-0,Interior(1)21-1-9 to 26-9-0 zone;C-C for members and forces&MW FRS for reactions shown;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 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)
17=173,11=129.
•
•
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-7473 rev.10/03/201S BEFORE USE ��
Design valid for use only with Mlleke connectors.this design k based only upon parameters shown,and Is for an IndMdual building component,not
a tnas 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 budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
Is always required(or stabllly and to prevent collapse with possible personal infuy and properly damage. for general guidance regarding the
fabrication,storage,delNery,erection and bracing of trusses and truss systems.seeANSI/IPl1 Quart'Crlteda,058-E9 and BCSI Building Component 6904 Parke East Blvd.
Safety Infoaoallon avdiade from Truss Plate institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa.FL 33610
L__ ------
Job Truss Truss Type Qty Ply Davenport
T9343942
10879T0 T09 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:40 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW film-gMuc_UlsigV2n0JspU3amxPin84iayRGf Kb_IYykcR 1
-1-1-81 2-6-8 I 7.3.4 I 12-0-0 19-11-13 _ I 24-0-7 29-8-1
1-1-8 2-6-8 4-8-12 4-8-12 7-11-13 4-0-10 5-7-10
Scale=1:54.4
5x6=
5
T
1 ��
7.00 12
oisNs
17 18
4x5 i
4 2.55 112
6x8=
6
4x5= 6x6 6x6= 4x6=
1 2 i��7 8
r
�sw at• 19 1
_i N
K R�! IN
15 14 13 12 11 10 g
2x4 11 4x10= 4x10= 3x8 MT2OHS= 455= 4x6= 2x4 I I
I
2-6-8 1 12-0-0 _ I 19-11-13 1 24-0-7 I 29-8-1
2-6-8 9-5-8 7.11.13 4-0-10 5-7-10
Plate Offsets(X,Y)-- [8:0-2-12,0-2-0],[10:0.2-12,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.17 13-14 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.51 13-14 >697 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) 0.09 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:168 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals.
5-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing.
BOT CHORD 2x4 SP No.2*Except* WEBS T-Brace: 2x4 SP No.3-6-13
12-15:2x4 SP No.1 Fasten(2X) T and I braces to narrow edge of web with 10d
WEBS 2x4 SP No.3*Except• (0.131"x31 nails,6in o.c.,with 3in minimum end distance.
8-10:2x4 SP No.2 Brace must cover 90%of web length.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 15=1253/0-4-0,9=1173/0-3-8 •
Max Horz 15=-110(LC 10)
Max Uplift 15=-173(LC 12),9=-129(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-15=-1270/197,2-3=-1274/146,3-4=-1600/239,4-5=-1404/275,5-6=-1454/256,
6-7=-2825/425,7-8=-2610/384,8-9=-1108/215
BOT CHORD 13-14=-203/1347,11-13=-405/2740,10-11=-398/2674
WEBS 2-14=-189/1682,3-14=-957/187,4-13=-316/130,5-13=-101/945,6-13=-1682/315,
7.10=-866/184,8-10=-391/2697
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=4tt;Cat.
II;Exp B;End.,GCp1=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 1-10-8,Interior(1)1-10-8 to 12-0-0,Exterior(2)12-0-0
to 15-0-0,Interior(1)19-11-13 to 24-0-7 zone;C-C for members and forces&MWFRS for reactions shown;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 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(it=lb)
15=173,9.129.
8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
pa.
o WARNING.V.rNy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rw.10/03/2015 BEFORE USE.
Design valid for use only with MitekS connectors.this design Is based only upon parameters shown.and is for an Individual building component,not
a truss system.Before use,the building designer must verify the uppi cxnb ility of design paameters and properly incorporate this design into the overall
building design. &acing Indicated is to prevent buckling of individrxi truss web and/or chord members only.Additional temporary and permanent bracing Milek'
Is always requked for stability and to prevent collapse with possible personal kntury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANS1/IPI1 Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Soley Informallon avaliabie from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexa dria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply Davenport
T9343943,
10879T0 T10 Roof Special Girder 11 1
, Job Reference(optional) i
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industnes,Inc. Wed Aug 24 14:23:42 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-nIOMPAn6E HImOJSExv62rMU4mykn2IWZ7e45pRykc R?
11-1.8 4.3.1i 8-1-9 I 12-0-0 18-10-2 1 '21.3.14 25-0-13 I 28-8-0 34-1-2 39.8.0 0-9-
'1-1-8 4-3-1 3-10-7 3-10-7 6-10-2 2-5-12 3-8-15 3-7-3 5-5-2 5-6-14 1-
d
Scale=1:72.5
5x6=
7.00112 5
i_i
•
4x5 i 2.55 12 NAILED
4 ,44 2x4 I
en
4x5= 6x6— ` g6 6x6= 4x5= NAILED 3x62x: 4x5=
1 2 z•----
:::..........67.x6
,� 4x5= 9 NAILED 11 NAILED NAILED 12
y 1♦,raaaaa�, 'Arm...i i6�1•
i " jj03 2: i 13
VAL\4.114
a __.,,: a a at•i'_�ir_eimi.m
2l 20 19 18 17 16 29 30 15 31 32 33 .14
2x4 I I4x10= 7x10= 4x10= 4x5= NAILED 4x10= NAILED 2x4 I
3x6= NAILED NAILED NAILED
4-3-1 8-1-9I 12-0-0 X13-11.12 18-10-2 I21-3-14 I 28-8-0 I 34-1-2 i 39-8-0 I
4-3-1 3-10-7 3-10-7 1.11.12 4-10-6 2-5-12 7-4-2 5-5-2 5-6-14
Plate Offsets(X,Y)-- [19:0.4-12,Edgeej
LOADING(psi) I SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.17 18-19 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.48 18-19 >707 180
BCLL 0.0 " Rep Stress Incr NO WB 0.74 Horz(TL) 0.04 16 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:232 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-13 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-2 oc bracing.
REACTIONS. (lb/size) 21=1068/0-4-0,14=405/0-4-0,16=2433/0-4-15
Max Horz 21=-89(LC 6)
Max Uplift 21=-161(LC 25),14=-133(LC 5),16=-279(LC 8)
Max Gray 21=1068(LC 1),14=454(LC 18),16=2433(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-21=-1035/172,2-3=-1116/117,3-4=-1391/188,4-5=-1041/189,5-6=-1086/171,
6-7=-1062/157,7-8=-1016/146,8-9=-159/1346,9-11=-405/335,11-12=-405/335,
12-14=-367/166
BOT CHORD 19-20=-121/1029,18-19=-209/1309,15-16=-1346/159
WEBS 2-20=-145/1372,3-20=-883/156,5-19=-62/653,6-19=-532/167,7-18=-351/57,
9-16=-1182/226,9-15.196/1650,11-15=-571/216,12-15=-395/433,4-19=-324/100,
6-18=-459/130,8-18=-108/1382,8-16=-1678/247
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsh h=25(1;B=45ft L=4011;eave=5ft;Cat.
II;Exp B;End.,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 psi 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it=lb)
21=161,14=133,16=279.
7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-60,2-3=-60,3-5=-60,5-6=-60,6-7=-60,7-12=-60,12-13=-60,14-21=-20
Concentrated Loads(lb)
Vert:24=-74(B)25=-74(B)26=-74(B)27=-74(B)28=-74(B)29=-47(B)30=-47(B)31=-47(B)32=-47(B)33=-47(B)
A WARNING-Vedly design parameter*and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE ABI-7473 rev.1003/2016 BEFORE USE. pin
Design valid for use only with MileirS connectors.this design Is based only upon parameters shown.and Is for an individual building component,not
a tuns system,Before use,the building designer must verity the rrpplk:abitty of design parameters and propeity hcotporate this design Into the overall
txldirng design. Bracing Indicated Is to prevent buckling of Individual taus web and/or chord members only. Additional temporary and permanent tracing Malek"
Is always required for stabStry and to prevent collapse with possible personal inirry and property damage. For general guidance reporting the
fabrication.storage,delivery,erection and bracing of trusses and buss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI BuNding Component 6904 Parke East Blvd.
Safely Information available horn Truss Plate Institute,218 N.Lee Sheet.Stile 312.Alexandria VA 22314. Tampa,FL 33610
Job j Truss Truss Type r Ory Ply Davenport
I T9343944
10879T0 IT11 Roof Special 1 1
Job Reference(optiona)_
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:43 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJz W 61m-FxakcW nk?btdeT1 OUddHOa 11JM9knJMi LlgeLtykcR_
1-1.8 5-9-7 12-0-0 17-9-14 18-10-12 25-8-11 26.10 _33-2-6 ! 39-8-0 40-9-8
4-1-8 5.9.7 I 6-2-9 5-9-14 1-0-15 6.9.15 1-1.1 6-3-14 6-5-10 1-1-8
Scale=1:72.5
5x6=
7.00 12
4
�� 2.5512
6x6=
4x5= 6x6= 21 22 6x6= 4x10= 3x6= 2x4 H 4x5=
10
5
1 24•06 7 9
i L—:N12° ��
23 iy 11
1
4
19 18 17 16 is 14 13 12
2x4 I4x5= 7x10= 4x10= 2x4 II 2x4 I
4x10=
3x6=
5-9.7 ! 12-0-0 ! 17-9-14 14-10-12 26-10-9 ! 33-2-6 !
139.8-0
5-9-7 6-2-9 5-9-14 .0.15 7-11-12 6-3-14 6-5-10
Plate Offsets(X,Y)-- [5:0.2-12,0-3-0],[17:0-4-12,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.08 15-16 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.22 15-16 >999 180
BCLL 0.0 * Rep Stress Ina YES WB 0.72 Horz(TL) 0.02 15 ria n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:236 lb FT=20%
1 LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 19=1027/0-4-0,12=331/0-4-0,15=1944/0-4-15
Max Horz 19=-72(LC 10)
Max Uplift 19=-148(LC 12),12=-108(LC 9),15=-214(LC 12)
Max Gray 19=1027(LC 1),12=370(LC 22),15=1944(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-19=-975/221,2-3=-1062/167,3-4=-993/196,4-5=-982/197,5-6=-1048/160,
6-7=-989/144,10-12=-311/135
BOT CHORD 17-18=-182/1085,16-17=-169/1064,15-16.718/115,13-15=-718/115
WEBS 2-18=-197/1267,3-18=-612/179,3-17=-389/94,4-17=-35/556,5-17=-397/96,
6-16=-511/143,7-16=-289/1903,7-15=-1789/387,7-13=-147/901,9-13=-363/148
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsh BCDL=5.Ops1;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1.1-8 to 2-10-2,Interior(1)2-10-2 to 12-0-0,Exterior(2)12-0-0
to 15-11-10,Interior(1)17-9-14 to 18-10-12 zone;C-C for members and forces&MW FRS for reactions shown;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(jt=lb)
19=148,12=108,15=214.
I
A WARNWO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MH-7473 rev.10/03/2015 BEFORE USE. Ni•
Design valid for use only with Madre connectors.this design Is based only upon parameters shown.and Is for an individual tuldhg 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 buss web and/or chord members only. Additional temporary and permanent brackrg MITek*
Is always required for stability and to prevent collapse with posabie personal tnitay and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and inns systems.seeANSI/]PI l Qualify Criteria,DSB-69 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from truss Plate instiMe,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
'Job Truss Truss Type • . Qty Ply Davenport
T9343945
10879T0 112 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:44 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-j787gsoMmvOUFdcd2K8 W wnZRXIWrW ImsayZBtJykcQz
11-1-8 7-3-13 12-0-0 16.8.3 24.2.152�111 323.11 39-8-0 0.9
Y-1 8 7-3-13 4-8-3 I 4-8-3 7-6-12 0110.2 7-2-9 7-4-5 -1-
Scale=1:71.2
5x6=
7.00 12
4 21
i�
4X5= 6x6=240.0••••••••00/ 6x6_ 4x10= 3x6= 2x4 II 4x5=
1 25 6 8 9
19 N
j� 723 24 10
d
. -N4\1%111NE /Lif°°°°."...../1°°Iiiireil'g —
6
I
18 17 16 15 1413 12 11
2x4 I I4x5= 7x10= 4x5= 2x4 I 4x10= 2x4 I I
3x6=
7-3-13 12.0-0 16-8-3 25-1-1 32-3-11 39-8-0
i— 7 3-13 I 4-8-3 I 4-8-3 I 8-4-15 1 —7-2-9 7-4-5 I
Plate Offsets(X,Y)-- 116:0-4-12,Edge] -_
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.10 13-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.26 13-15 >999 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.78 Horz(TL) 0.01 13 n/a n/a
SCOL 10.0 I Code FBC2014/TP12007 Matrix-MS Weight:243 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing.
REACTIONS. (lb/size) 18=962/0-4-0,11=460/0-4-0,13=1881/0-4-15
Max Horz 18=-54(LC 10)
Max Uplift 18=-141(LC 12),11=-117(LC 9),13=-205(LC 12)
Max Gray 18=962(LC 1),11=496(LC 22),13=1881(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-18=-894/224,2-3=-917/148,3-4=-839/179,4-5=-837/179,5-6=-795/126,6-8=-259/56,
8-9=-259/56,9-11=-429/148
BOT CHORD 16-17=-161/932,15-16=-132/814,13-15=-492/79,12-13=-492/79
WEBS 4-16=-62/512,6-13=-1714/390,9-12=-63/274,6-12=-136/833,8-12=-429/173,
5-16=-284/57,3-16=-407/85,6-15=-236/1485,5-15=-604/193,2-17=-167/1061,
3-17=-463/167
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25tt;B=45ft;L=4011;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1.8 to 2-10-2,Interior(1)2-10-2 to 12-0-0,Exterior(2)12-0-0
to 15-11-10,Interior(1)16-8-3 to 40-9-8 zone;C-C for members and forces&MWFRS for reactions shown;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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
18=141,11=117,13=205.
� I �
A WARNING-Verity 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 Mltek.s connectors.This design is Lased only upon parameters shown-and Is for an individual building component,not
a truss system.Before use,the building designer must verity the opolicablity of design parameters and properly incorporate this design Into the overall
building !Tracingd
design. acing Indicated is to prevent budding of Individual truss web and/or chord members only. Additional temporary end permanent tracing MiTele
ei•
Is always required for stability and to prevent collo re with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and tracing of trusses and Iris systems,seeANSI/1Pt1 CuaNty Criteria,DSB-89 and SCSI Betiding Component 6904 Parke East BNd.
Satoh,Information avdlable horn Truss Plate Institute,218 N.tee Street.Suite 312.Alexandria.VA 22314. Tempa,FL 33610
Job 'Truss Truss Type . Qty Ply I Davenport
10879T0 T13 Roof Special 1 1
I T9343946
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:45 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-BJiV 1 Cp_XC8LtnBpc2f IT?6ce9gTE DC?pcJlPmykcQy
1.1-9 4.6.14i 8-10-3 12-0-0 15-1-13 21-2-8 23.3.10 f 31-4-15 39-8-0 40.9.8
11.1.8' 4-6-14 4-3-6 3-1-13 3-1-13 6-0-11 2-1-2 8-1-5 8.3.1 4-1.8
Scale=1:71.2
700 rff 6x6=
5
2x4 I I 6x6 ;; 6x6—_ 4x10= 3x6= 2x4 I I 4x5=
1 2 4x5= 6 7 9 10
7 20 u 21 �' 823 )v71i
v
rot `—
EI19 5 26 i8 27 17 28 16 29 1514 30 13 31
12
4x5= 4x10= 3x6= 4x10= 2x4 II 4x10= 2x4 II
3x6=
8-10-3 15-1-13 23-3-10 31.4.15 39-8-0
8-10-3 ) 6-3-10 8-1-13 I 8-1-5 8-3-1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) f/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.16 18-19 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.41 18-19 >679 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.01 15 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:261 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-12 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
7-15:2x6 SP No.2
REACTIONS. (lb/size) 19=885/0-4-0,12=557/0-4-0,15=1861/0-4-15
Max Horz 19=-36(LC 10)
Max Uplift 19=-131(LC 12),12=-120(LC 9),15=-208(LC 12)
Max Gray 19=885(LC 1),12=582(LC 22),15=1886(LC 17)
FORCES. (lb)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-749/108,4-5=-918/169,5-6=-732/152,6-7=-573/86,7-9=-334/52,9-10=-334/52,
10-12=-509/158
BOT CHORD 18-19=-106/509,16-18=-85/544,15-16=-402/74,13-15=-402/74
WEBS 3-19=-773/168,3-18=-13/441,4-18=-627/166,5-18=-79/588,6-16=-671/206,
7-16=-195/1180,7-15=-1692/398,10-13=-59/369,7-13=-146/851,9-13.503/201
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 12.0.0,Exterior(2)12-0-0
to 15-1-13 zone;C-C for members and forces&MWFRS for reactions shown;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,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
19=131,12=120,15=208.
1 i
A WARNING-Verily design parreatrrra and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1.111-7473 rev.10/13/2015 BEFORE USE.
Design valid for use only with Mllelva connectors.This design Is based only upon parameters shown.and Is lot on Individual building component.not .
a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate kris design Into the overall
building design. Bracing indicated Is to prevent truckling of IndNidual truss web and/or chord members only. Additional temporary end 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,delNery.erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Cdteda,DS6-89 and SCSI Building Component 6904 Parke East Blvd.
Sdety IMormatIon meltable from Truss Plate kistIMe,218 N.Lee Street.Suite 312.Alexandria.VA 22314- Tampa,FL 33610
Job Truss Truss Type ;Qty Ply Davenport
• I T9343947',
10879T0 T14 Roof Special '1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:45 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-BJiV 1 Cp_XC8LtnBpc2fIT?6a89phEHa?pcJl PmykcQy
1-11 7-3-4 10.4.9 12.0.0 14-4-11 21-6-3 30-6-3 39-8-0 40.9•$
7-1•!3 7-3-4 I 3-1-5 11.7.71 2-4-11 I 7-1-7 I 9.0.1 ---� 8-1-13 '1-1.8
Scale=1:71.2
7.00 12 3x6=
i
5x6*
4x5= 2x4 11 5x6 5 4x5= 4x10= 3x6=2x4 II 4x5=
1 2 3 7 ' 9 11 12
4 8 22 3 10 25 26 13
B d
;\
rb
,., v B ,e, Q E
21 27 20 19 2818 29 it1
17 30 16 15 3114
2x4 II4x10— 3x6= 4x5— 2x4 II 3x6= 4x10= 3x4 II
7-3-4 10-4-9 13.7.7 14-4-11 21-6-3 30-6-3 39-8-0
1___— 7-3-4 1 3-1-5 1 3-2-14 0-9- 7-1-7 I 9-0-1 1 9-1-13
Plate Offsets(X,Y)— [5:0-3-0,Edg]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.16 14-15 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.41 14-15 >525 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(TL) 0.00 17 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:256 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 12-14,9-17
REACTIONS. (Ib/size) 21=855/0-4-0,14=706/0-4-0,17=1741/0-4-15
Max Horz 21=18(LC 10)
Max Uplift 21=-140(LC 8),14=-132(LC 9),17=-196(LC 12)
Max Gray 21=867(LC 18),14=715(LC 17),17=1821(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-21=-792/205,2-3=-587/113,3-4=-587/113,4-6=-457/63,6-7=-589/113,7-9=-502/102,
9-11=-459/81,11-12=-459/81,12-14=-626/191
BOT CHORD 18-20=-102/502
WEBS 2-20=-150/773,3-20=-460/191,9-17=-1575/379,9-15.1291795,11-15=-584/233,
12-15=-92/527,9-18=-172/930,7-18=-4861184
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=sit;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)10-5-1 to 13-6-15,Interior(1)-1-1-8 to 40-9-8 zone;C-C for
members and forces&MWFRS for reactions shown;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 20.0psf 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,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
21=140,14=132,17=196.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
t
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI7473 rev.1003/2015 BEFORE USE. 1 IS
Design valid for use only with Milekc9 connectors.this design Is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer runt verify the applicabilty of design parameters and property incorporate this design Into the overall j
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mek•
Is always required for stability and to prevent collapse w th possible personal injury and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Coaky Criteria.DSB-89 and SCSI Balding Component - 6904 Parke East Blvd.
Safety Information available from Truss Plate institute.218 N.Lee Sheet,Suite 312.Atexandrla.VA 22314. Tampa,FL 33610
Job Truss Truss Type " Qty Ply Davenport
19343948'I
10879T0 T15 Flat I 1 1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 S Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:46 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-f W FtEXgdl W GCVxm?AIA_?Cf kpZDJzke92G21xCykcQx
1 1 8 6.9.15 13-6-1 20-2-4 26-7-9 33-0-15 39-8-0 40 9-✓t
) I 1-1-8 6-9-15 6-8-3 6-8-3 I 6-5-5 6-5-5 6-7-1 1-1-1-
Scale=1:68.8
4x5-
4x5= 2x4 II 3x6= 4x10= 3x6= 4x5= 2x4 H 4x5=
1 2 21 3 22 4 5 23 6 24 7 8 25 9 26 10 11
Ji b DI s rsr 6 n i
.75 2 \ / 2 \ /.
20 27 19 28 18 17 2916 30 15 14 31 13 32 12
2x4 II 4x10= 3x6= 4x5= 2x4 I 3x6= 4x10—_ 2x4 II
4x5=
6-9-15 13-6-1 20-2.426-7-9 33-0-15 39-8-0__
I 6-9-15 6-8-3 6-8-3 I 6-5-5 6-5-5 I 6-7-1
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.06 19-20 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 I Vert(TL) -0.15 19-20 >999 180
BCLL 0.0 " Rep Stress Incr YES WB 0.50 Horz(TL) 0.01 12 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:280 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-20,6-16
REACTIONS. (lb/size) 20=824/0-4-0,12=794/0.4.0,16=1685/0-3-8
Max Uplift 20=-143(LC 8),12=-140(LC 9),16=-176(LC 12)
Max Gray 20=843(LC 17),12=810(LC 17),16=1812(LC 17)
FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-20=-765/204,2-3=-470/84,3-4=-470/84,4-6=-421/79,6-8=-383/72,8-9=-434/78,
9-10=-434/78,10-12=-737/198
BOT CHORD 17-19=-79/421,13-15=-72/383
WEBS 6-16=-1544/338,6-17=-125/810,2-19=-122/685,4-17=-455/158,3-19=-428/172,
10-13=-116/645,6-15.118/769,9-13=-413/166,8-15=-440/152
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=4Oft;eave=5ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 40-9-8 zone;C-C for
members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)"This truss has been designed for a live load of 20.0psf 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,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
20=143,12=140,16=176.
k i
i
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.10/032015 BEFORE USE.
NMI.
Design valid for use only with MileleD connectors.this design is based only upon paameters shown,and Is for an kxtvkk of building component,not
a truss system.Before use,the building designer must verily the appicablity of design parameters and properly k corixxale 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 irnfuey and property damage. for general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,seeANSb/IPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bed.
Safely Infonnaton available from Buss Plate Irsttute,218 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Qty Ply Davenport
19343949
10879T0 T16 Flat 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:47 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-7ipFStrF3gO265LCjShDYQB1 hzYYiAglGwosTeykcQw
1.1- 6-9-15 I _ 13-6-1 I 20-2-4 I 26-7-9 l 33-0-15 39-8-0 40.9-
-1 6.9-15 6.8 3 6-8-3 6 5 5 6-5-5 6-7-1 '1-1.8
Scale=1:68.8
4x5=
4x5= 2x4 II 3x6= 4x10= 3x6= 4x5= 2x4 II 4x5=
1 2 21 3 22 4 5 23 6 24 7 8 25 9 26 10 11
-i g n .r ° ray 8 1
03
' g / g E \ E.
20 27 19 28 18 77 29 16 30 15 14 31 73 32 12
2x4 II 4x10= 3x6= 4x5_ 2x4 I I 4x5= 4x10= 2x4 I
3x6=
6-9-15 13-6-1 T 20-2-4 26-7-9 33-0-15 39.8.0
I
6-9-15 6-8-3 6-8-3 I 6-5-5 6-5-5 I 6-7-1 y
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.07 19-20 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.16 19-20 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.01 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:296 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-20,10-12,6-16,9-13,8-15,4-17,3-19
REACTIONS. (lb/size) 20=845/0-4-0,12=816/0-4-0,16=1641/0-3-8
Max Uplift 20=145(LC 8),12=-143(LC 9),16.170(LC 12)
Max Gray 20=878(LC 17),12=846(LC 17),16=1804(LC 17)
FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-20=-787/208,2-3=-443/79,3-4=-443/79,4-6=-417/78,6-8=-382/72,8-9=-410/73,
9-10=-410/73,10-12=-759/203
BOT CHORD 17-19=-78/417,13-15=-72/382
WEBS 6-16=-1504/328,10-13=-117/652,6-15=-107/722,9-13=-414/167,8-15=-418/147,
6-17=-113/761,2-19=-123/689,4-17=-434/154,3-19=-429/172
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsh h=25ft;B=451t;L=40ff eave=5ft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Ex1erior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 40-9-8 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
20=145,12=143,16=170.
s0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M-7473 rev.10/03/20/6 BEFORE USE
Design valid for use only with MIIek11 connectors.Ibis design Is based only upon parameters shown.and Is for an kxlMNdual building component,not
o Inas system.Before use,the txiNding dosigner must verify the applicability of design parameters end properly Incorporate this design Into the overall
building design. Bracing Indicated is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek,
Is always requked for stability and to prevent collapse with possible personal hlray end property danage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of Misses and truss systems.seeANSl/IPI I Qualify Criteria,DS8.89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312.Atexandrla,VA 22314. Tempa.Ft.33610
Job Truss Truss Type • Qty Ply Davenport
T9343950
1087910 T17 Flat 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:48 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-buNdf Drtp7WvkEwOHACS5dkCPNubRbSSVZXPO4ykcQv
�1-1•: 6-9-15
6-9-15 }
6-8-3 6-8-3 }
6-5-5 6-5-55 I
6-7-1 39-8-0 Q-1-d
9 Scale=1:71.2
4x5=
4x5= 2x4 11 3x6= 4x10= 3x6= 4x5= 2x4 II 4x5=
1 2 21 3 22 4 5 23 6 24 7 8 25 9 26 10 11
1 n n ler to ur LINN J
1
i
I
1
i
20 27 19 28 18 17 29 16 30 15 14 31 13 32 12
2x4 II 4x10= 3x6 4x5= 2x4 I 4x5= 4x10= 2x4 I I
3x6=
6-9-15 - 13.6.1 I 20.2.4 j 26_7.9_--__ 33-0-15 I 39-8-0 {
6-9-15 6-8-3 6-8-3 6-5-5 6-5-5 6-7-1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.08 19-20 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.17 19-20 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.01 12 n/a IVa
BCDL 10.0 1 Code FBC2014/TPI2007 Matrix-MS Weight:312 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 1 Row at midpt 2-20,10-12,6-16,9-13,8-15,4-17,3-19
REACTIONS. (lb/size) 20=865/0-4-0,12=837/0-4-0,16=1600/0-3-8
Max Uplift 20=-147(LC 8),12=-145(LC 9),16=-163(LC 12)
Max Gray 20=910(LC 17),12=878(LC 17),16=1790(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-20=-807/213,2-3=-422/75,3-4=-422/75,4.6=-411(77,6-8=-380/72,8-9=-391/70,
9-10=-391/70,10-12=-780/207
BOT CHORD 17-19=-77/411,13-15=-72/380
WEBS 6-16=-1482/319,10-13=-119/667,6-15=-97/682,9-13=-415/167,8-15=-397/142,
6-17=-103/721,2-19.124/702,4-17=414/149,3-19=-429/173
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=40ft;eave=5ft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 40-9-8 zone;C-C for
members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0pst 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.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
20=147,12=145,16=163.
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE mil.
Design valid for use only with MilekS)connectors.Iris design is based only upon paaneters shown.and is for an individual binding 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
buldng design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addltbnol temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Infuly and property damage. For general guidance regrading the
fabrication,storage.delivery,erection and bracing of trusses and truss systems.seeANSI/IP11 Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from truss Plate Institute.218 N.Lee Street,Suite 312,Alexa drla,VA 22314. Tampa,FL 33610
Job Truss Truss Type , Qty Ply Davenport
T9343951;
10879T0 T18 Flat 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:49 2016 Page 1
1I-1-:
¢ ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-45x?tZsVaRemMOVartkhdrHMXmDxAOnbkDHyYXykcQu
71.1•$ 6.915 t 6-8-3 H
6-8-3 +
6-5-5 6-5-533-0-15
♦ 6.7.1 0 81-1$
I d
2x4 I I Scale=1:75.1
4x5= 4x5= 3x6= 4x10= 3x6= 4x5= 2x4 I i 4x5=
1 2 21 3 22 4 5 23 6 24 7 8 25 9 26 10 11
1 z a icr >< rill n1111n I
f3t3 , @
1
B w ur Y ® is = 9
27 19 28 18 17 29 16 30 15 14 31 13 32 12
2x4 II 4x5= 3x6 2x4 II 4x5= 4x10= 2x4 I
4x10=
3x6=
6-9-15 13-6-1 20-2-4 26.7.9 _ ___ _33-0.15 _ _�___ 39-8-0
6-9-15 6-8-3 I 6-8-3 1 +6-5-5 6.5.5 6-7-1
r
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.08 19-20 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.16 19-20 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.79 Horz(TL) 0.01 12 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:327 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 2-20,10-12,6-16,9-13,8-15,4-17,3-19
T-Brace: 2x4 SP No.3-3-17
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131"x3")nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 20=855/0-4-0,12=826/0-4-0,16=1621/0-3-8
Max Uplift 20=-140(LC 8),12.142(LC 9),16=-176(LC 12)
Max Gray 20=930(LC 17),12=882(LC 17),16=1808(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-20=-799/206,2-3=-398/63,3-4=-359/60,4-6=-359/60,6-8=-342/56,8-9=-358/59,
9-10=-358/59,10-12=-770/200
BOT CHORD 17-19=-63/398,13-15=-56/342
WEBS 6-16=-1490/333,10-13=-107/651,6-15=-103/678,9-13=-415/167,8-15=-408/150,
6-17=-108/693,2-19=-112/707,4-17=-391/152,3-19=-398/168
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45fh L=4011;eave=5f1;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 40-9-8 zone;C-C for
members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will flt between the bottom chord and any other members,with BCDL=10.0pst.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
20=140,12=142,16=176.
6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
1
1
I
t, r
A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE*411-7473 rev.10/03/2015 BEFORE USE igt
Design valid tor use only with MltekI9 connectors.This design is based only upon parameters shown.and Is for on Individual b uNding component,not
a toss system.Belore use,the building designer must verify the applicability of design parameters and property hcorforote this dosign Into the overall
buidng design. Bracing Indicated Is to prevent buckling of kxBvkdual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required tor slabBBy and to prevent collapse with possible personal hlury and property damage. lot general guidance regarding the
kltxkatkxL storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Gully Cdtalla,DSB-89 and SCSI Bulking Component 6904 Parke East Blvd.
Safely Information available from buss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job 'Truss Truss Type Qty Ply I Davenport
T9343952
10879T0 T19 COMMON SUPPORTED GAB 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:50 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-YHVO4vt7LlmdzY3nPbFwA2pepAg9verkytO W4zykcQt
1.4.0 21-8-0
1-4-0' 21-8-0
1-
18 Scale=1:57.1
3717
16
15
14
6x6 i 13
12
• 11
10
8
6.00 12 7
4x10 6
34 5
2 S� •
3x8 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
4x5= 3x6
21-8-0 —21-8-0
Plate Offsets(X,Y)-- ]2:0-3.8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 1 rift' 120
BOLL 0.0 ' Rep Stress lncr YES WB 0.10 Horz(TL) -0.00 20 rVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:205 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
• WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3*Except* WEBS 1 Row at midpt 19-20,18-21,17-22,16-23
3-36:2x6 SP No.2
WEDGE
Left:2x4 SP No.3
REACTIONS. All bearings 21-8-0.
(lb)- Max Horz 2=335(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)20,21,22,23,24,25,26,27,29,
30,31,32,33,34,35
Max Gray All reactions 250 lb or less at joint(s)20,2,21,22,23,24,25,26,27,
29,30,31,32,33,34,35,36
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-284/95,4-5=-504/168,5-6=-470/154,6-7=439/143,7-8=-407/132,8-9.375/121,
9-10=-343/110,10-11=-311/99,11-12=-279/87
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft eave=2ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-0 to 1-8-0,Exterior(2)1-8-0 to 21-6-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 oc.
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)20,21,22,23,24,
25,26,27,29,30,31,32,33,34,35.
V WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10/73/2015 BEFORE USE.
Design valid for use only with Milelc)connectors.this design Is based only upon parameters shown.and Is tor 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 aro permanent tracing MITek
is always required for stability and to prevent collapse with posble personal frrhay and properly damage. For general guidance regarding the
fat dcatkn,storage.delivery.erection and tracing of trusses and truss systems.seeANSI/FPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information avdiable from truss Plate Institute.218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,Ft. 33610
Job Truss Truss Type Qty Ply Davenport
T93439531
10879T0 T20 Monopitch Supported Gable 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:51 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-OT3mlFul62uUbiezylm9iGMgfaOge54uBXm3cPykcQs
21.3.6 H
21-3-6
17
600,12 16 Scale=1:56.6
X15
14
13
12
6x6 i 11
10
9
q e 11.1"7
:r
6
5
4
3
2
I �l,� J
11
3x4 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
6x6-
21-3-6
21.3.6
1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 i Vert(TL) rVa - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 26 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:197 lb FT=20%
LUMBER- BRACING-
TOP
RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 17-18,16-19,15-20,14-21
REACTIONS. All bearings 21-3-6.
(Ib)- Max Horz 1=307(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)18,1,19,20,21,22,23,24,25,26,27,28,29,30,31,32,
33
Max Gray All reactions 250 lb or less at joint(s)18,1,19,20,21,22,23,24,25,26,27,28,29,30,31,
32,33
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-567/189,2-3=-503/166,3-4=-470/154,4-5=-439/143,5-6=-407/132,6-7=-375/121,
7-8=-343/110,8-9=-311/99,9-10=-279/87
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=251t;B=45fh L=24lt;eave=2(1;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 21-1-10 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 oc.
6)This truss has been designed for a 10.0 psi 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)18,1,19,20,21,
22,23,24,25,26,27,28,29,30,31,32,33.
1 �
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7073 rot,.10 V3/20I5 BEFORE USE.
Design valid for use only with MIIek®connectors.this design is based only upon parameters shown,and is kr an individual building component.not
a truss system.Before use,the building designer must verify the applicabllty of design parameters and properly hc.arporate this design Into the overall
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 la staWity and to prevent collapse with possible personal ir*ay and property damage. For general guidance regordng the
fabrication,rication,storage.delivery,erection and bracing of trusses and hum systems,seeAHSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information avdlable from Truss Plate Institute.218 N.lee Street.Suite 312,Alexaldda.VA 22314. Tampa.FL 33610
Job Truss I Truss Type . Qty Ply Davenport
T9343954
10879T0 T21 Root Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:52 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-Ugd8VbuNtMOLDsD9W OHOFTvse_ApNTb 1 QBVc9sykcQr
V-1-$ 7-0.0 13-8-8 20-5-0 26-10-9 33-2-7 _ 39-8-0 40-9-
.1.8 7.0.0 6-8-8 I 6-8-8 6-5-9 I 6-3-13 6-5.9 1.1.8
4x5= Scale=1:83.6
4x5= 2x4 I 3x6= 5x12= 3x6= 2x4 II 4x5= 4x5=
1 2 24 3 25 4 5 26 6 27 7 8 28 9 29 10 11
/
11
30 31 21 L
_ 32 19 -117 • -- - I¢I
23 22
4x5 I 111
2x4 II 4x10= 3x6 4x5= 16 15 13 12
2x4 h 3x6= 4x5= 2x4 II
3x4 II 4x10=
20-5-0
7-0-0 13-8-8 19.5-0 �(N.�QQ 26.10-9 33-2-7 39-84
7k0 ' 6-8-8 I 5-88 ui11$ 6.5-9 I 6-3.13 } 6-5-9
0-1-0
Plate Offsets(X,Y)-- [6:0-6.0,0-2-0],[17:0.2-0,0.2.0]
LOADING(psf) SPACING 2-0-0 CSI. ! DEFL. in (roc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.09 22-23 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.18 22-23 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.40 1 Horz(TL) 0.01 18 tVa n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:3301b FT=20%
LUMBER- BRACING-
TOP
RACINGTOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2'Except' except end verticals.
6.16,17-19:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18.
OTHERS 2x4 SP No.3 1 Row at midpt 6-17
WEBS 1 Row at midpt 2-23,10-12,3-22,4-20,9-13,8-15
T-Brace: 2x4 SP No.3-4-22
Fasten(2X) T and I braces to narrow edge of web with 10d
(0.131"x3')nails,6in o.c.,with 3in minimum end distance.
Brace must cover 90%of web length.
REACTIONS. (lb/size) 23=966/0-4-0,12=941/0-4-0,18=1395/0-3-8
Max Uplift 23=-156(LC 8),12=-152(LC 9),18=-135(LC 12)
Max Gray 23=1023(LC 17),12=1020(LC 17),18=1576(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-23=-908/233,2-3=-490/86,3-4=-490/86,4-6=-536/99,6.8=-467/86,8-9=-467/86,
9-10=-420/72,10-12=-893/227
BOT CHORD 20-22=-99/536,17-18=-316/38,6-17.1242/271,13-15=-72/420
WEBS 2-22=-146/827,3-22=-435/175,4-20=-344/136,6-20=-78/573,10-13=-138/806,
6-15=-58/503,9-13=-507/188,8-15=-361/141
NOTES-
1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 40-9-8 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joints)except(jt=lb)
23=156,12=152,18=135.
6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
t
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE 140-7473 rev.10/93/2015 BEFORE USE. lilt
Design valid for use only wars MiTek®connectors.This design is based only upon parameters shown.and Is for an individual bolding component,not
a truss system.Before use,the budding designer must verify the applicability of okrsk3n parameters and properly incorlxralo this design kilo the overall
briding design. Bracing indicated is to prevent trickling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent cdiq)se with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANsl/lPl t Quality Criteria,D58-89 and SCSI Budding Component 6904 Parke East Bbd.
Safely Information avalleble horn Truss Plate institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss I Truss Type • v Qty I Ply Davenport i
1 T93439551
10879T0 T22 1 Roof Special 1 1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:53 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJz W 6tm-ysAWjxv0eg8Cg0oL4jodohR2f0W u6xdBfrFAhlykcQq
11.1• 7-0-0 I 13-8-8 I 20-5-0 I 26-10-9 � 33-2-7 I 39-e-0 0.9-
'1-1-8 7-0-0 6.8.8 6-8-8 6-5-9 6-3-13 6-5-9 l-t
Scale=1:86.2
3x6=
4x5= 2x4 II 4x5= 5x12= 3x6=2x4 II 4x5= 44=
1 2 24 3 25 4 5 26 6 27 7 8 28 9 29 10 11
3x4•:'-':.3x4�� ,
3x4�� ,
i ri
szz
i 9 Ol �
II II �, 3x4
3x43:4
x4�3x4��
-- -- 1
30 31 21 32 19 -��-_18_-._33 ' 014 34 9., 5 lQl
2x4 h 3x6= 16 15 13 12
4x10= 2x4 I I 3x6= 4x5= 2x4 I
4x5 - 4x5 II
3x4 I! 4x10 =
1
20-5-0
7.0.0 13-8-8 19.5-0 20.41 26-10-9 332-7 39-8-0
'---- 7.00 { 6-88 I 5.8.8 0.11.0 65.9 I 6-3-13 I 6-5-9 1
0-1-0
Plate Offsets(X,Y)— 16:0-6-0,0_2-0),117:0-2-0,0-2.01
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 I Vert(LL) -0.08 22-23 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.18 22-23 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(TL) 0.01 18 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:327 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
6-16,17-19:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18.
OTHERS 2x4 SP No.3 1 Row at midpt 6-17
WEBS 1 Row at midpt 2-23,10-12,3-22,4-20,9-13,8-15
Web Brace:Length(member) 8-7-2(4-22);
REACTIONS. (lb/size) 23=956/0-4-0,12=930/0-4-0,18=1417/0-3-8
Max Uplift 23=154(LC 8),12=-151(LC 9),18=-139(LC 12)
Max Gray 23=1000(LC 17),12=1000(LC 17),18=1576(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-23=-897/231,2-3=-525/93,3-4=-525/93,4-6=-568/105,6-8=-491/90,8-9=-491/90,
9-10=-446/77,10-12=-875/224
BOT CHORD 20-22=-105/568,17-18=-320/40,6-17=-1252/276,13-15=-77/446
WEBS 2-22=-147/830,3-22=-434/174,4-20=-355/139,6-20=-84/596,10-13=-138/804,
6-15=-63/519,9-13=-496/185,8-15=-361/141
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=2511;B=45ft;L=40ft;eave=5f1;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 40-9-8 zone;C-C for
members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
23=154,12=151,18=139.
I I
A WARNING-V&By dedgn parameter.and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1403/1015 BEFORE USE. M.
Design valid for use only with MITekys connectors.this design B based only upon parameters shown.and is for an individual building component.not
a truss system.Before use,the building designer must verify the applk:abllty of design parameters and properly incdporato this design Into the overall
building design. Bracing indicated Is to prevent budding of IndMdual truss web and/or chord members only. Additional temporary arta permanent bracing MiTek'
is always required for stability and to prevent collcpse with possible personal Injury and property damage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of tnuses and truss systems.seeANSI/TP11 Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available horn Truss Plate Institute.218 N.Lee Street.Suite 312.A1exan dda.VA 22314. Tampa.FL 33610
Job Truss Truss Type , # Qty Ply Davenport 1
i 793439561
10879T0 T23 Roof Special 1 1
i Job Reference(optional)
Building Component Supply, Jacksonville,Ft 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:54 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW 6Im-Q2kuwGwePzG3S9NYeRJsKu_EcnsKrLM KtV_jDkykcQp
1/-1-$ 7.0.0 I 13-8-8 20-5-0 _ 26-10-9 33-2-7 39-8-0 ‘V)--9
0 9.
1-1.8 7.0.0 6-8-8 6-8-8 6-5-9 6-3-13 6-5-9 �51-.1-
Scale=1:81.1
4x5=
4x5= 2x4 II 3x6= 5x12= 3x6= 2x4 II 4x5= 4x5=
1 2 24 3 25 4 5 26 6 27 7 8 28 9 29 10 11
1.1
i
t;
— n t
3x4��
3x4
� "'3x4.� @ t3 ti
3x4:
' 3x4
n Qqao
2�330 22 31 21 20 32 19 a17 IR 33 14 34 36 �Yl
4x6 II
2x4 1. 16 15 13 12
4x10=
3,6= 4x5= 2x4 II 3x6= 4x5- 2x4 I I
3x4 i 1 4x10=
2050
7-0-0
13-8-8 trio a0.4•Q 26-10-9 33.2-7 3&&0
7.0-0 --• 6-8-8 l 5-8-811 6-5-9 I 6.3.13 { 6-5-9 I
0-1-0
Plate Offsets(X,Y)-- (6:0.6.0,0-2-0),[17:0-2-12,0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (hoc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.07 22-23 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.16 22-23 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.01 18 n/a r1/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:310 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2'Except* except end verticals.
6-16,17-19:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18.
OTHERS 2x4 SP No.3 1 Row at midpt 6-17
WEBS 1 Row at midpt 2-23,10-12,9-13,8-15
Web Brace:Length(member) 7-10-12(4-22);
REACTIONS. (lb/size) 23=944/0-4-0,12=918/0-4-0,18=1441/0-3-8
Max Uplift 23.153(LC 8),12=-149(LC 9),18=-143(LC 12)
Max Gray 23=975(LC 17),12=978(LC 17),18=1573(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-23=-885/228,2-3=-564/101,3-4=-564/101,4-6=-605/112,6-8=-518/95,8-9=-518/95,
9-10=-477/82,10-12=-862/221
BOT CHORD 20-22=-112/605,17-18=-327/44,6-17=-1275/282,13-15=-82/477
WEBS 2-22.150/836,3-22=-433/174,4-20=-367/142,6-20=-92/624,10-13_139/803,
6-15=-69/539,9-13=-483/182,8-15=-361/141
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25f1;B=45ft;L=40fh eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 40-9-8 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.0psf 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,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
23=153,12=149,18=143.
A WARNING-Verily design parameters and READ NOTES ON THIS AND MICLUDED MITEK REFERANCE PAGE MI1-7473 rev.10A13/2015 BEFORE USE.
la i
Design valid for use only with Mlie149 connectors.INs design Is based only upon parameters shown,and Is for an Individual 1xlIding component.not
a truss system.Before use,the building designer must verity the applicability of closign parameters and properly incorporate this design Into the overall
bulking design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek
B always required for stability and to prevent collapse with possible personal Injury and property damage. for general guidance regarding the I
labdcation,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPi i Quality Criteria,DSS-89 and SCSI Bulding Component 6904 Parke East Blvd.
Satoh,Information available from Truss Plate Institute.218 N.Lee Street.Site 312.Alexandria,VA 22314. Tampa,FL 33610 I
Job Truss Truss Type , Qty Ply Davenport
19343957
10879T0 124 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:55 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-uFI H7cxGAHOw4JykB8g5t6XPQBD_aoiT69kHIAykcOo
b1.1•� 7-0-0 I 13-8-8 i 20-5-0I 26-10-9 I 33-2-7 39-8-0 10-9-91-8 7.0-0 6.8.8 6-8-8 6-5-9 6313 6-5-9 4.1.8
Scale=1:77.3
4x5= 2x4 II 4x5= 3x6= 5x12= 3x6= 2x4 II 4x5= 4x5=
1 2 P4 3 25 4 5 26 6 27 7 8 28 9 29 10 11
I �, A [: r.r ioi 4///0/7 i
3x4''
:x4
��
n
fol '3x4��
ri
3x4\�
$ " 3x4it
23 � rw v
1.3..1'
30 22 31 21 32 19_ 17 18 as 44 341i� 10
3x4 1 4x6 1 I
2x4 I 4x10= _ 4x5= 16 15 13 12
3x62x4 II 3x6= 4x5= 2x4 II
4x10=
20.5-0
7-0013-88 19-SO 20-4-9 26-109 33-2-7 39-8-0
7-0-0 6-8-8 l 5.8.8 alt 6-5-9 6.3-13 6.5.9
0-1-0
Plate Offsets(X,Y)-- 16:0.6.0,0-2-01,[17:0-2-12,0-2-0]
LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.06 20-22 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.16 22-23 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.01 18 rla n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:294 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2'Except' except end verticals.
6-16,17-19:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18.
OTHERS 2x4 SP No.3 1 Row at midpt 6-17
WEBS 1 Row at midpt 2-23,10-12
Web Brace:Length(member) 7-2-13(4-22);
REACTIONS. (lb/size) 23=931/0-4-0,12=905/0-4-0,18=1467/0-3-8
Max Uplift 23=-151(LC 8),12=148(LC 9),18=-148(LC 12)
Max Gray 23=944(LC 17),12=952(LC 17),18=1564(LC 17)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-23=-872/225,2-3=-618/111,3-4=-618/111,4-6=-647/120,6-8=-548/100,
8-9=-548/100,9-10=-512/89,10-12=-849/218
BOT CHORD 20.22=-120/647,17-18=-336/49,6-17=-1301/289,13-15=-89/512
WEBS 2-22=-154/858,3-22=-432/174,4-20=-380/146,6.20.-101/660,10-13=-140/805,
6-15=-76/564,9-13=-469/179,8-15=-361/141
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=40ft;eave=5ft;Cat.
II;Exp B;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 40-9-8 zone;C-C for
members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.0psf 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,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
23=151,12=148,18=148.
r. r
Q WARNING-Verify dialyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE
112.
Design valid for use oNy with Mllek8 connectors.INs design Is based oNy upon parameters shown,and is for an hdNdual betiding component.not
a truss system.Before use,the bullring designer must verify the applicability of design parameters and property incort xorate 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 possbie personal!fiery and property damage. For general guidance regarding the East Blvd.fabrication.storage.delivery,erection and bracing of trusses and truss systems.seeAN51/TPI dly 1 QuCr terla.DSB-69 and SCSI Building Component 690469 P,ParkeFl. E3st 0
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314.
IJob Truss Truss Type e e Oty Ply Davenport
T9343958
10879T0 T25 Roof Special I 1 1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:56 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-M Rsf LyxuxbW nhTXwIrMKPJ3UHbZxJH3dLpTgldykcOn
T1-1-$ 7-0-0 13-8-8 20-5-0 _ 26-10-9 33-2-7 1 39-8-0 40.9.6
9.1.8' 7-0-0 - 6-8-8 6-6-8 6-5-9 6-3-13 6-5-9 '1•i-6
Scale=1:73.4
4x5= 2x4 II 4x5= 3x6= 5x12= 3x6= 2x4 I 4x5= 4x5=
1 2 24 3 25 4 5 26 6 27 7 8 28 9 29 10 11
li 3x4\ ,
I x4\\3x4
,
c{I g
/1 B
��3x4\\
3x4
O ler
! 23 30 22 31 21 20 32 19 ss87 18 33 KA 14 31 i. 35 1:11:1
2x4 I 4x10= 3x6= 4x5= 164x6 I 15 13 12
2x4 II 3x6= 4x5= 2x4 II
3x4 H 4x10=
20-5-0
7-PO 13.8.8 19-5-0 �Q 26-10-9 .9 332-7 39-8-0
I 7-0-0 { 6-8-8 I 5-8-8 1 6.5.9 i 63-13 I 6-5.9 j
0-1-0
Plate Offsets(X,Y)— [6:0.6-0,0.2-0],[17:0.2-12,0-2-0]
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.06 22-23 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.16 22-23 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.01 18 rVa rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:278 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins,
BOT CHORD 2x4 SP No.2'Except' except end verticals.
6-16,17-19:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18.
OTHERS 2x4 SP No.3 1 Row at midpt 6-17
WEBS 1 Row at midpt 10-12
Web Brace:Length(member) 6-7-6(4-22);
REACTIONS. (lb/size) 23=917/0-4-0,12=890/0-4-0,18=1495/0-3-8
Max Uplift 23=-149(LC 8),12=-146(LC 9),18=-i53(LC 12)
Max Gray 23=917(LC 1),12=921(LC 17),18=1548(LC 17)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-23=-858/221,2-3=-693/123,3-4=-693/123,4-6=-700/130,6-8=-582/107,
8-9=-582/107,9-10=-553/97,10-12=-834/214
BOT CHORD 20-22=-130/700,17-18=-354/55,6-17=-1329/296,13-15=-97/553
WEBS 2-22=-159/899,3-22=-430/173,4-20=-394/149,6-20=-114/719,10-13=-142/809,
• 6-15=-85/600,9-13=-454/175,8-15=-360/141
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25f1;B=45ft;L=4011;eave=511;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 2-10.2,Interior(1)2-10-2 to 40-9-8 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Provide adequate drainage to prevent water ponding.
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
23=149,12=146,18=153.
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/201S BEFORE USE
Design valid for use only with Miler connectors.This design is based only upon parameters shown,and Is for an IndMdual building component,not
a truss system.Before use,the bulking designer must verify the applicaWlty of design parcmetersarnd property Incorporate Ihts design Into the overall
building design. Bracing Indicated Is to prevent buckling of i ndivIdual truss web and/or chord members only. Additional temporary and permanent bracing is
MiTek'
I is always required for stability and to prevent collapse with possble personal inlury and property damage. for general guidance regarding Hie 6904 Perke East Blvd.fabrication.storage,delivery,erection and bracing of trusses and truss systems-seeANSI/TPI t Cloddy Criteria,DS849 and BCSI Building Component
Safety Informaton available from buss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type . Oty Ply Davenport
T9343959
10879T0 T26 Roof Special I 1 1
_ I Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:57 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-rdQ 1 YIyW iueeJd67JZtZyXcdQ?sE2j4mZTDNg3ykcQm
,1.1.8 7-11-15 ,10-1-0 1 12-2-1 1 16-3-8 i 20-5-0 I 26-10-9 1 33-2-7 39-8-0 40.9-
4-1-8 7-11-15 ' 2.1.1 2-1-1 4-1-8 4-1-8 6-5-9 6-3-13 6-5-9 'I-1-g.
Scale=1:72.5
7.00 I12 6x6 ij
4x5= 6x6— 4 6x6= 5x12= 3x6= 4x5= 2x4 II 4x5=
1 2 .4/° , 6 8 9 10
23 24 25 7 26 El 27 n. 11
14.
kb
I6
i22
• . [ 3x4=
L
2x4 I. ii
4x5= 10x14= 16 15 13 12
3x4 II 3x6= 4x10= 2x4 I I
4x5=
I
7-11-15 1 10-1-0 1 12-2-1 �_ 20-4-0 20 .0 26-10-9 33-2-7_ 39-8-0
7-11-15 2-1-1 2-1-1 8-1-15 0-1-0 6-5-9 6-3-13 6-5-9
Plate Offsets(X,Y)-- [4:0-2-14,Edge],[6:0-6-0,0.2.0],[19:0-5.12,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdetl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.15 17-18 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.41 17-18 >591 180
BCLL 0.0 • Rep Stress lncr YES WB 0.45 Horz(TL) -0.13 12 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:255 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
BOT CHORD 2x4 SP No.2*Except* except end verticals.
6-16:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except:
WEBS 2x4 SP No.3 1 Row at midpt 6-17
REACTIONS. (lb/size) 21=682/0.4-0,12=607/0-4-0,17=2014/0-3-8
Max Horz 21=-24(LC 10)
Max Uplift 21=-107(LC 12),12=-135(LC 9),17=227(LC 12)
Max Gray 21=682(LC 1),12=654(LC 24),17=2014(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-21=-608/178,2-3=-461/67,3-4=-306/65,4-5=-297/61,5-6=-274/30,8-9=-371/61,
9-10=-371/61,10-12=-593/161
BOT CHORD 18-20=-73/465,17-18=-732/136,6-17=-1879/416,15-16=-657/120
WEBS 3-18=-328/61,10-13=-84/499,6-15=-167/1031,9-13=-416/166,8-15=-556/176,
8-13=-68/340,5-18=-332/132,6-18=-189/1186,2-20=-67/499
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;cave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10.2 to 10-1-0,Exterior(2)10-1-0
to 12-2-1 zone;C-C for members and forces&MWFRS for reactions shown;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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
21=107,12=135,17=227.
1
0 WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE MF7473 rev.10/03/2015 BEFORE USE. �
MN
Design valid for use only wIth Mileki)connectors.this 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 applloablity of design parameters card property 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 tracing 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 Crtteda,DSB-89 and BCSI Bu1ding Component 6904 Parke East Blvd.
Safely Information avdlade from hiss Plate institute.218 N.Lee Sheet.Suite 312•Alexandria.VA 22314. Tampa.FL 33610
Job I Truss Truss Type . Oty Ply Davenport
I T9343960
10879T0 T27 Roof Special 1 1
Job Reference(options))
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:58 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Jq_Pmez8TCmVxnhJtGOoVk9u W PEZn21 wo7yxMVykcQl
11-1-Q 6-5.9 I 10-1-0 I 13-8-7 l 20-5-0 26-10-9 33-2-7 39-8-0 Q0
I-1-$ 6-5.9 3-7-7 3-7-7 6-8-9 6-5-9 6.3 13 6-5-9 q 1-$
Scale=1:72.5
7.00 125x6
4
3x4 Ii ' r„ 6x6= 4x5= 3x6= 2x4 11 4x5= 4x5=
1 2 ,� `5 n 8 9 10
21 22 23 171 24 25 11
3x4//
3x4 // 3x4//
3x4//
v 5x6= 1q
20 19 18 1711 �,". la
4x5= BE
4x10=3x8 16 15 13 12
2x4 I: 3x6= 4x5= 2x4 11
4x10=
6-5-9 10-1-0 13-8-7 20-4-0 20-5-0 26-10-9 33-2-7 39-8-0
l
I 6.5.9 3-7-7 I 1 3.7.7 6-7-9 0-1-0 6-5-9 I 6-3-13 1 6-5-9
Plate Offsets(X,Y)-- (17:0-3-8,0-2-81
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.23 17-19 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.58 17-19 >419 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Norz(TL) 0.03 17 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:249 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins,
BOT CHORD 2x4 SP No.2'Except' except end verticals.
18-20,12-14:2x4 SP No.1,6-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:15-16.
OTHERS 2x4 SP No.3 WEBS Web Brace:Length(member) 5-9-9(5-17);
REACTIONS. (lb/size) 20=847/0-4-0,12=785/0-4-0,17=1671/0-3-8
Max Horz 20=42(LC 11)
Max Uplift 20=-132(LC 12),12=-139(LC 9),17=-176(LC 12)
Max Gray 20=847(LC 1),12=790(LC 22),17=1671(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-20=-276/120,3-4=-773/143,4-5=-772/141,6-8=-538/95,8-9=-538/95,9-10=-600/106,
10-12=-733/194
BOT CHORD 19-20=-159/762,17-19=-148/719,6-17=-990/252,13-15=-106/600
WEBS 4-19=-54/523,10-13=-132/758,6-15=-128/862,9-13=-353/154,8-15=-356/139,
5-17=-1013/183,3-20=-871/179
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=451t;L=401t;eave=5ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 10-1-0,Exterior(2)10-1-0
to 13-8-7 zone;C-C for members and forces&MWFRS for reactions shown;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(jt=lb)
20=132,12=139,17=176.
1 I /
a WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev.10/13/2015 BEFORE USE. pa
Design valid for use only with Milek89 connectors.this design Is txtse d only upon parameters shown.and Is for on IrxdMdual!wilding component not
a truss system.Before use,the bulling designer must verity the appilcabiity of design parameters<nd plor:,elly 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 tnhey and property damage. I or general guidance regarding the
fabrication.rr,storage,delivery.erection and bracing of trusses and truss systems,seeANS1/1PI1 Quality Criteria,DSB-89 and BCSI Butdt ng Component 6904 Parke East Blvd.
Safely Information aver table from Truss Plate Institute.218 N.Lee Sheet.Suite 312.Alexandria.VA 22314. — Tampa.FL 33610
Job 'Truss Truss Type r Qty Ply Davenport
T9343961
10879T0 T28 Roof Special 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:23:59 2016 Page 1
ID:dnLxG1myC66R2ONeZr2lgJzW 6tm-nOYnz_mE W uLYxGVQ_v 11 yh4eoZrW XK31 niUvyykcQk
}1-t- 4-11-3 I 10-1-0 15-2-13 20.5.0 I 26-10-9 33.2.7 39-8-0 40.9-
1-1-> 4-11-3 5-1-13 5-1-13 5-2-3 6-5-9 6-3-13 6-5-9 9-1-
Scale=1:72.5
5x6=
7.00 fli
4
2x4 I 6x6= 23 6x6= 4x5= 3x6= 2x4 H 4x5= 4x5=
22 5
1 2 6 8 9 10
ar 9 n n i
i' 11.14• 25 7 26 27 11
a 44444. r°
n
:.,:z
e
a u ., O 5x6= q
20 19 t8 17 d I_
4x5= ti
4x10=3x6 16 15 13 12
2x4 Il 3x6= 4x5= 2x4 II
4x10=
4-11-3 10-1-0 15-2-13 20-4-0 2015-0 26-10-9 33-2-739-8.0 _H
F- 4.11-3 5.1.13 I 5-1-13 I 5-1-3 0- -0 6-5-9 { 63-13 6-5-9
Plate Offsets(X,Y)-- (1770-3-8,0-2-81
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lot) Vdef1 Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.23 17-19 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.58 17-19 >419 180
BCLL 0.0 ' 1 Rep Stress Incr YES WB 0.85 Horz(TL) 0.03 17 n/a n/a
BCDL 10.0 I Code FBC20141TP12007 Matrix-MS Weight:229lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2'Except' except end verticals.
18-20,12-14:2x4 SP No.1,6-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing, Except:
WEBS 2x4 SP No.3 6-0-0 oc bracing:15-16.
REACTIONS. (lb/size) 20=847/0-4-0,12=785/0-4-0,17=1670/0-3-8
Max Horz 20.60(LC 10)
Max Uplift 20=-130(LC 12),12=137(LC 9),17=-179(LC 12)
Max Gray 20=847(LC 1),12=790(LC 22),17=1670(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 3-4=-799/146,4-5=-799/144,6-8=-651/111,8-9=-651/111,9-10=-721/124,
10-12=-732/193
BOT CHORD 19-20=-172/799,17-19=-154/725,6-17=-939/232,13-15=-124/721
WEBS 4-19=-5/476,10-13=-145/848,6-15=-154/984,9-13=-351/152,8-15=-368/144,
5-17=-1096/217,3-20=-936/204
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=4511;L=40ft;eave=5ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 2-10-2,Interior(1)2-10-2 to 10-1-0,Exterior(2)10-1-0
to 14-0-10,Interior(1)15-2-13 to 40-9-8 zone;C-C for members and forces&MW FRS for reactions shown;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 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
20=130,12=137,17=179.
0 WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED ARTEK REFERANCE PAGE Ma-7473 rev.1883/2015 BEFORE USE '
Design valid for use only with MITekS connectors.Ihh design Is based only upon parameters shown,and Is for an individual building component.not
a truss system.Before use,the building designer must verily the aprxk,ablIN of design parameters and properly Incorporate this design Info 11w'overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent I'racing MiTek' I
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.seeANSI/IPI1 Quilty Criteria,DSB-69 and SCSI Building Component 6904 Parke East Blvd. �
Safety Information avdldVe from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss ITruss Type Qty 'Ply Davenport
T9343962
1087910 T29 Roof Special Girder 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:00 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-FC6ABK?P?p 1 CA4gi_hOGa9EB9Cw2F2IDGR R2ROykcQj
11-11 3-4-13 I 10.1.0 . I 16-9-3 I 20.5.0 _�____ 26-10.9 { 33-2-7 I 39.8.0 40-9-$
I.1.8 3-4-13 6-8-3 6-8-3 3-7-13 6-5-9 6.3.13 6.5.9 7.1-8
Scale=1:75.1
6x6=
7.00 rir
4
is
NAILED NAILED
' 4x5= 6x6= 6x6= 4x5- 3x6= 2x4 I I 4x5= 4x5=
v ' 1 2 5 6 NAILED NAILED NAILED NAILED NAILED 9 NAILED NAILED 10
IN )rrrrrrrrrr7�.. V. •M.....�.r �.r•_■ 1urrr.n�er_te•
_
1..; \
- 29 30 3 11
1 t IX
I.`' [' 6 Ili
21 20 32 33 1918 17�:—ori: �r>ii�ia�ll� iti 9 ld
2x4 II 4x10= 3x6= 164x5=NAILED NAILED 15 NAILED NAILED 13 NAILED NAILED
12
4x5.= 3x4 I 3x6= 4x5= 2x4 I
NAILED 4x10= NAILED
NAILED
3-4-13I 12-6-12 ______l 16-9-3 I 20-4-0 201,5.0 __ 26-10-9 I 33-2-7 + 39-8-0
3-4-13 9-1-15 4-2-7 3-6-13 0.1.0 6.5-9 6-3-13 6.5-9
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.20 18-20 >754 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.40 18-20 >371 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.58 Horz(TL) -0.01 12 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:222 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins,
BOT CHORD 2x4 SP No.2'Except' except end verticals.
6-16:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. All bearings 0-4-0 except(jt=length)18=0-5-8,17=0-5-8.
(Ib)- Max Horz 21=78(LC 7)
Max Uplift All uplift 100 lb or less at joint(s)21 except 12=-225(LC 5),18=-132(LC 25),17=-253(LC 8)
Max Gray All reactions 250 lb or less at joint(s)except 21=517(LC 1),12=1026(LC 1),18=938(LC 15),17=1375(LC
18)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-21=-518/89,2-3=-467/30,3-4=-679/125,4-5=-37/285,6-8=-1180/210,8-9=-1180/210,
9-10=-1247/234,10-12=-956/258
BOT CHORD 6-17=-1091/279,13-15=-234/1247
WEBS 2-20=-41/609,3-20=-606/155,4-20=-72/639,4-18=-649/149,5-18=-261/171,
5-17=-278/90,10-13=-257/1368,6-15=-284/1484,9-13=-500/219,8-15=-511/218
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=40ft;eave=51t;Cat.
II;Exp B;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.
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=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)21 except(it=lb)
12=225,18=132,17=253.
7)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails.For more details refer to MiTek's ST-TOENAIL Detail.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Veil:1-2=-60,2-3=-60,3-4=-60,4-5=-60,5-10=-60,10-11=-60,17-21=-20,12-16=-20
Concentrated Loads(lb)
Vert:14=-9(F)22=-43(F)23=-43(F)24=-43(F)25=-43(F)27=-43(F)28=-43(F)29=-43(F)30=-43(F)31=-43(F)34=-9(F)
35=-9(F)36=-9(F)37=-9(F)38=-9(F)39=-9(F)40=-9(F)41=-9(F)
1 I
o WARNING-Verify design pnpnefere end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10103/2015 BEFORE USE. vg•
Design wild for use only With Mllekt9 connectors.This design Is based only upon parameters shown.and Is for on individual building component,not
a truss system.Before use,the building designer must verify the ap<-llcaWlty 01 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 Mi lek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. Far general guidance regarding the East Blvd.
e e
Parke fabrkn,:atlostorage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 690469 P.rkF336t 0
Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314.
Job Truss Truss Type r Qty Ply Davenport
T9343963
10879T0 T30 Roof Special 1 1
1 Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:01 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW6tm-jOfYOg?1 m793oEPuYPxV6NnNZcHP_UzMU5BbzgykcOi
-1-1-8 3-4-13 10.1.0 16-9-3 20-3-8
' 1-1-8 I 3.4-13 6-8-3 I 6-8-3 i 3-6-5
6x6- Scale=1:43.7
4
7.00112 ,\
13 14
„mil
v 4x5= 6x6= 6x6= 2x4 II
5
QS 1 2 6
N
IN ,AiiiiiidhhillitillillMIMiln• I
dl
N
Y
rrt 16 17 9 ►_4
11 10 B 7
2x4 II 4x10_ 3x6= 4x5=
4x5=
3-4-13 12-6-12 16-9-3 20-3-8
L__—_3-4-13 9-1-15 } 4-2-7 I 3-6-5
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.19 8-10 >792 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.39 8-10 >378 180
BCLL 0.0 ' Rep Stress'nor YES WB 0.59 Horz(TL) 0.00 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:117 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 11=515/0-4-0,7=202/0-5-0,8=959/0-5-8
Max Horz 11=77(LC 11)
Max Uplift 11—93(LC 12),7=-39(LC 9),8=-104(LC 12)
Max Gray 11=515(LC 1),7=233(LC 22),8=959(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-11=-517/122,2-3=-461/49,3-4=-672/153,4-5=-38/289
WEBS 2-10=-63/602,3-10=-603/191,4-10=-105/634,4-8=-652/181,5-8=-324/149
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-1-8 to 1-10-8,Interior(1)1-10-8 to 10-1-0,Exterior(2)10-1-0
to 13-1-0,Interior(1)16-9-3 to 20-1-12 zone;C-C for members and forces&MWFRS for reactions shown;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=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,7 except
(jt=lb)8=104.
1 I r
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED INTER REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE lilt
Design valid for use only with MllekT connectors.This design Is based only upon pcs meters shown.and Is for an Individual building component.not
a truss system.Before use,the bulking 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 indiAdual truss web and/or chord members only. Additional temporary and permanent bracing Milek,
Is always required for stability and to prevent collapse with possible personal!limy and property damage. For general guidance regarding the
fc tx catkin.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPl i Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314, Tampa.FL 33610
Job Truss Truss Type , Qty IPly Davenport
i T9343964
1087910 731 i Common 1 I 1
_ 1 j Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:02 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2IgJzW 6tm-BbDwb00IW R HwPO_466SkfaJdLOgoj?pVjlw8VHykcQh
5-3-0 10-2-8 15-2-0 20-5-0
5-3-0 4-11-8 I 4-11-8 t 5-3-0
6x6= Scale=1:39.8
4
MI
7.0012 2D 21
2x4 \\ 2x4//
3 5
• 2
19 2
4x5 i 4x5
2 6
1 , 7
(n
r. WOO
\ lab
In a
10 9 23 24 �� liTint
= = 8
3x8 I 4x53x64x5_ 3x6 II
6-5-14 12.8.4 20-5-0
6-5-14 I _ 6-2-6 I 7-8-12
Plate Offsets(X,Y)-- [1:0-3-0,0-2.15],[7:0-3-6,0-0-7]
LOADING(psf) SPACING- 2-0-0 CSI. l DEFL. in (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.06 8-17 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.16 8-17 >572 180
BCLL 0.0 • Rep Stress!nor YES WB 0.36 Horz(TL) 0.01 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:103 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 1-6-0,Right 2x4 SP No.3 1-6-0
REACTIONS. (lb/size) 1=540/0-5-8,7=362/0-5-0,8=731/0-5-8
Max Horz 1=-119(LC 10)
Max Uplift 1=-59(LC 12),7=-38(LC 12),8.84(LC 12)
Max Gray 1=540(LC 1),7=370(LC 22),8=731(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-674/136,3-4=-608/186,4-5=-252/112,5-7=-484/105
BOT CHORD 1-10=-57/575,7-8=-25/286
WEBS 3-10=-287/149,4-10=-97/490,4-8=-400/64,5-8=-309/150
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-2-8,Exterior(2)10-2-8 to
13-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)•This truss has been designed for a live load of 20.0psf 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,with BCDL=10.0psf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,7,8.
I
0 WARNING-Vady design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*41-7473 rev,10032015 BEFORE USE. Nit
Design valid for use only with Mileldo connectors.this design Is based only upon parameters shown,and Is for an individual buiding component,not
a truss system.Before use,the building designer must verify the or plicablity 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. AddltIonal temporary and permanent bracing Milek'
Is always requited for stablity and to prevent coNapse with possible personal intury and property damage. For general guidance regarding the
fats cation,storage,delivery,erection and bracing of trusses and truss systems.seeANSIRPI I Quality Criteria,056-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avalabe from truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tanya.FL 33610
Job Truss Truss Type r IQty Ply Davenport
T9343965
10879T0 132 Common 14 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:03 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW6tm-f nnlpL 1 HHkPn 1 YZGfq_zBosptG 1 wSQufyPgi2jykcQg
-1-4-0 5.3.0 10-2-8 15-2-0 20-5-0 21-9-0
1.4.0 I 5-3-0 4-11.8 I 4.11.8 I 5.3-0 i 1-4.0
6x6_ Scale=1:43.8
5
7.00 NI 24 25
2x4\\ 2x4//
4 6
4x5 i 26 4x5
3 23 7
2 8
1 I el 11 Le u 1 9IaS
mi
1.3-441 12 27 28 11 EiN
3x8 11 10
4x5= 3x6= 3x8 I
4x5=
6-5-1412-8-4 I 20-2-0 20- -0
6-5-14 6-2-6 7-5-12 0-3-0
Plate Offsets(X,Y)-- [2:0.3-10,0-2-151,[8:0-3-10,0-2.151
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.10 10-21 >934 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.11 10-21 >818 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.01 2 rVa n/a
BCDL 10.0 Code FBC2014/fPI2007 Matrix-MS Weight:109 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0
REACTIONS. (lb/size) 2=585/0-5-8,10=803/0-5-8,8=406/0-3-8
Max Horz 2=-134(LC 10)
Max Uplift 2=-121(LC 12),10=-104(LC 12),8=-199(LC 12)
Max Gray 2=588(LC 21),10=803(LC 1),8=416(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-603/216,4-5=-566/263,5-6=-180/294,6-8=-254/289
BOT CHORD 2-12=-96/501
WEBS 4-12=-289/147,5-12=-55/498,5-10=-556/0,6-10=-287/170
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp 8;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 10-2-8,Exterior(2)10-2-8 to
13-2-8 zone;cantilever right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.0psf 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,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(jt=1b)
2=121,10=104,8=199.
A WARNING-Verify design parameters and READ NOTES ON THIS AND MVCLUDED MrTEK REFERANCE PAGE MIF7473 rev.1e0312015 BEFORE USE.
Design valid for use only with Mltekt connectors.this design Is based only upon parameters shown,and Is lot an Individual building component.not '
a truss system.Before use,the bolding designer must verity the applicability of design parameters and properly Incorporate this design Into the overall
building design. Brachg Indicated Is to prevent buckling of Individual Muss web and/or chord members only. Additional temporary and permanent bracing Mitek•
Is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and tracing of trusses and truss systems,seeANSVTP11 Quality Crtteda,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information avdlable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 33610
;Job Truss Truss Type , . Oty Ply Davenport
T9343966
10879T0 T33 Common !3 1
Job Reference(optional)
Building Component Supply, Jacksonville,F132256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:03 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW6tm-fnnlpL 1 HHkPn 1 YZGfq_zBoskZQ_TSS2fyPgi2jykcQg
-1-4-0 1 5-3-0 10-2-8 I 15.2.0 I 20-5-0 21-9-0 i
1-4-0 5-3-0 4-11-8 4-11-8 5-3-0 1-4-0
6x6= Scale=1:41.0
5
7.00 I12
\1126,/\1111111110,7
2x4\\ 2x4 //
4 6
4x5 i P8 4x5
3 25 7
2 ` 8
l'.' a- n
C1 I. •-_ Y - y .__- 9
94 12 29 30 11 10 g
3x8 H 4x5= 3x6= 4x5= 3x82IIII
20-2-0
0-3.0 6-7-13 I 310 6-10-1316.7.5 -3-6-3 I 6-7-13 0!3.0
Plate Offsets()(,Y)-- [2:0.3-14.0-2-15],[8:0.3-14.0-2-15]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.12 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.26 10-12 >933 180
BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:109 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing.
WEBS 2x4 SP No.3
SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0
REACTIONS. (Ib/size) 2=897/0-3-8,8=897/0-3-8
Max Horz 2=-134(LC 10)
Max Uplift 2=-339(LC 12),8=-339(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-4=-1035/726,4-5=-922/758,5-6=-922/758,6-8=-1035/726
BOT CHORD 2-12=-520/818,10-12=-320/596,8-10=-535/818
WEBS 5-10=-362/329,5-12=-362/329
NOTES-
1)Unbalanced root live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=2511;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0W 10-2.8,Exterior(2)10-2-8 to
13-2-8 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=339,8=339.
1
is.
a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0411.7473 rev.10,03/2016 BEFORE USE
Design valid tot use only with MIIeks corrtectors.this design Is Lased only upon parameters shown.and Is for an Individual building component,not
a truss system.Before use,the txilkling designer must verily the a rXrlicoblity of deskin txsarneters and properly incorporate this design kilo the overall
trading design. tlacfrtg indicated is to prevent buckling of individual truss wets and/or chord members only. Additional temporary and permanent tracing MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the 6904 Parke East Blvd.
fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/lPi t Quality Catena,DSB-89 and BCSI BuNdtng Component
Safety Information avdlable from truss Plate institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type . , (Qty Ply Davenport
T9343967
10879T0 134 GABLE 1 1 1
1__ Job Reference(optionaj
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industnes,Inc. Wed Aug 24 14:24:05 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-cAv3E 12XpMfVGsjfnEORHDxOIDePwPWyPj906bykcQe
1-4-07.6.8 10-2-8 12-10-8 20-5-0 , 21-9-0
I 1-4-0 _I 7-6-8 I 2-8-0 2-8-0 i 7-6-8 ' 1-4-0
5x6= Scale=1:41.5
- 4x6 i 10 4x6
9
11
4x5 G 2
498 35 e
7 �1 13
v.4x5 i 4x5
6 : r 14
cis d, 5 xi ,'r I 1 15
3x4\\ 48 33 34
i 7.00 12 3 4 i 4x10 I, 4x10 I, : 16 51 3x4//
17
I 1 g 8 8 a 9 3 11 L 9 . g In ,B 19
lir
E 32 31 30 29 28 27 ' 25 24 23 22 21 20 6x6 Ii
6x6 II 455= 6x6— 4x5=
07310 7-6-8 10-2-8 l 12-10-8 I 20-2-0 2('-�-O
03.0 7-3-8 2-8-0 2-8-0 7.3.8 0.310
Plate Offsets(X,Y)-- [9:0-2-4,0-2-0],(11:0-24,0-2-0],(18:Edge,0-5-7]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid I PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.05 23 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.13 23 >999 180
BCLL 0.0 ' Rep Stress fncr YES WB 0.17 Horz(TL) 0.04 18 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:156 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):33,34
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 2=904/0-3-8,18=904/0-3-8
Max Horz 2=-129(LC 10)
Max Uplift 2=-135(LC 12),18.135(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-4=-1076/135,4-5=-1075/158,5-6=-1039/178,6-7=-967/183,7-8=-891/187,
8-9=-821/195,11-12=-821/195,12-13=-891/187,13-14=-967/183,14-15=-1039/177,
15-16=-1075/158,16-18=-1076/135
BOT CHORD 2-32=-58/894,31-32=-58/894,30-31=-58/894,29-30=-58/894,28-29=-27/795,
27-28=-27/795,26-27=-27/795,25-26=-35/795,24-25=-35/795,23-24=-35/795,
22-23=-70/894,21-22=-70/894,20-21=-70/894,18-20=-70/894
WEBS 9-33=-55/303,27-33=-46/268,11-34=-55/303,25-34=-46/268,8-33=-259/74,
12-34=-259/74,6-29=-294/86,14-23=-293/85,9-35=-689/176,11-35=-689/176
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opst BCDL=5.Ops1;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 10-2-8,Exterior(2)10-2-8 to
13-2-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 2x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 1-4-0 oc.
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 20.0psf 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.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
2=135,18=135.
� I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.1693/2015 BEFORE USE. Me
Design valid for use only with Mitekrb connectors.this design Is based only utxxi rxucx peters shown.and Is for an Individual building component,not
a truss system.Before me,the building designer must verity the appilcciblity of design parameters and properly Incorporate this design Into the overall
building design. &achg Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guicfarce regarding the
tatxication,storage,delivery,erection and bracing of trusses and truss systems.seeANSU1P11 Quality Criteria,DSB-89 and BCSI Bulking Component 6904 Parke East Blvd.
Safely Information avalltlie Born Teas Plate Institute,218 N.Lee Street,Supe 312,Alexandria.VA 22314. Tampa.FL 33610
Job 'Truss Truss Type , , Qty Ply 1 Davenport
T9343968
10879T0 T35 I Monopitch Supported Gable 1 1
Job Reference(optional) _
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:06 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-4MTRRN39afnMu?I rLyXgpQUHTd77f py5eNuMe2ykCQd
I
20-0-8
20-0-8
1
6.00 12 3415 Scale=1:53.6
3314 14
13
12
11
6x6
10
9 •
8 1
7 'r
2 gladdlilli
6
5
•
4
3
3x4= 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17
6x6=
20-0-8 I
20-0-8
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress lncr YES WB 0.35 Horz(TL) 0.00 17 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:180 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
OTHERS 2x4 SP No.3 6-0-0 oc bracing:23-24.
WEBS 1 Row at midpt 16-17,15-18,14-19,13-20
REACTIONS. All bearings 20-0-8.
(lb)- Max Horz 1=290(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)17,1,19,20,21,22,23,24,25,26,27,28,29,30,31 except
18=-112(LC 12)
Max Gray All reactions 250 lb or less at joint(s)17,1,20,21,22,23,24,25,26,27,28,29 except
18=756(LC 2),19=483(LC 2),30=326(LC 1),31=423(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-527/184,2-3=-539/192,3-4=-447/147,4-5=-407/133,5-6=-375/121,6-7=-343/110,
7-8=-311/99,8-9=-281/88,14-15=-167/297
WEBS 15-18=-730/165,14-19=-457/132,3-30=-299/95,2-31=-398/175
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0pst;BCDL=5.0psf;h=25ft;B=45ft;L=2411;eave=2ft;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 2-8-8,Exterior(2)2-8-8 to 19-10-12 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1.
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 oc.
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 tit 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)17,1,19,20,21,
22,23,24,25,26,27,28,29,30,31 except(jt=lb)18=112.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)455 lb down and 128 lb up at
1-11-4,and 970 lb down and 191 lb up at 18-3-6 on top chord. The design/selection of such connection device(s)is the
responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-16=-60,1-17=-20
., I
,
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.1603/7015 BEFORE USE. pil *
Design valid for use only with M11e1r 3 connectors.his design Is based only upon parameters shown.and Is for an individual building component.not
a truss system.Before use,the building designer must verify the applicablity 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 Mak'
Is always required for stability and to prevent collapse with possible personal injury arab properly damage. la general guidance regarding the
fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANSI/TP11 Quality Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available Isom Truss Plate Institute,218 N.Lee Street.Suite 312.Atexandrla.VA 22314. _____1Tampa,FL 33610
Job 'Truss Truss Type 4 r Oty Ply i Davenport
T9343968
10879T0 T35 Monopitch Supported Gable 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:06 2016 Page 2
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-4MTRR N39afnMu?IrLyXgpQUNTd77fpy5eNuMe2ykCQd
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:32=-455 34=-906
t
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MA-7473 rev.10/03/2015 BEFORE USE. 1 pill
Design valid nor use only with MIlekev connectors.ibis design is based only upon parameters shown,and Is for an I dMdual building component.not
a truss system.Beforo use,the building designer must verify the applk:cb ilty of design parameters and properly Incorporate this design Into the overall
balding design. Bracing indicated Is to prevent buckling of Individual l truss web and/or chord members only. Additional temporary and permanent bracing MiTek'
Is always requked for stability and to prevent collapse with possble personal Y*ry and property damage. r or general guidance regarding the
fcirdcatkxi,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from inns Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type , - Oty Ply i Davenport
T9343969
10879T0 T36 Monopitch Supported Gable 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:08 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2l gJzW 61m-OIaBs35Q6H 148JSESNZ8urZcoRpK7iW O5hNTjwykcQb
1-11-1
14.4-0 1-9-322-6-0 I
1-4-0' 1-9.3 i 20-6-15
0-1-14 r
3919 Scale=1:59.3
3818
17
16
6x6
15
i 14
13
12
11 i�� '
10
9
8
6.00 12 7
6x12= 5 6 ill
34
ciI 2 '' -. ... . ... ~
• .......................... .. ........ ...............................•:,......•.•.•7..i.:•:•-•-•-•"4"*".:,
3x8 II 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21
4x5= 6x6=
1-9-3 22.6.0
1-9-3 i 20-8.13 I
Plate Offsets(X,Y)-- 120-3-8,Edge),[3:0-3-4,0-3-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.00 1 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 1 n/r 120
BCLL 0.0 • Rep Stress Incr YES WB 0.41 Horz(TL) -0.00 21 n/a ri/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:217 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 20-21,19-22,18-23,17-24,16-25
WEDGE
Left:2x4 SP No.3
REACTIONS. All bearings 22-6-0.
(ib)- Max Horz 2=347(LC 12)
Max Uplift All uplift 100 lb or less at joint(s)21,23,24,25,26,27,28,29,30,
31,32,33,34,35 except 22=-107(LC 12),36.137(LC 29)
Max Gray All reactions 250 lb or less at joint(s)21,2,24,25,26,27,28,29,30,
31,32,33,34,35,36,37 except 22=739(LC 2),23=493(LC 2)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 4-5=-528/173,5-6=-502/165,6-7=-469/153,7-8=-438/142,8-9=-406/131,
9-10=-374/120,10-11=-342/109,11-12=-310/98,12-13=-278/87,18-19=-172/291
BOT CHORD 2-37=-320/105
WEBS 19-22.713/160,18-23=-466/131,4-37=-269/68,4-36=-97/291
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=211;Cat.
II;Exp B;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-0 to 1-7-7,Exterior(2)1-7-7 to 22-4-4 zone;C-C for
members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
3)All plates are 2x4 MT20 unless otherwise indicated.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 oc.
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)21,23,24,25,26,
27,28,29,30,31,32,33,34,35 except(jt=lb)22=107,36=137.
9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2.
10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)967 lb down and 187 lb up at
20-8-11 on top chord. The desigrVselection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
., I
r
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.101032015 BEFORE USE. pa
Design valid for use only with Mitek®connectors.!his design Is based only upon rxuameters shown,and d is for an individual building component.not
a truss system.Before use,the braiding designer must verily the applicability of design parameters and properly Incorporate this design Into the overall
bolding design. &achg Indicated Is to prevent buckling of Individual truss web and/ox chord members only. Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal harry and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/1PII Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd.
Safety information available from Truss Plate Institute,218 N.Lee Street,Stile 312,Atexandda,VA 22314. Tampa,FL 33610
'Job Truss Truss Type Oty Ply Davenport 19343969
1087910 T36 Monopitch Supported Gable 1 1
Job Reference(optional)_
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:08 2016 Page 2
I D:dnLxGlmyC66R2ONeZr2lgJzW6tm-OIaBs35Q6H 148JSESNZ8urZcoRpK7i W O5hNTjwykcQb
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pit)
Vert:1-3=-60,4-20=-60,2-21=-20
Concentrated Loads(lb)
Vert:39=-881
1 1
0 WARNWG-VMry design param.wa and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7073 rev.IaV3/2015 BEFORE USE NI
Design valid for use only with MITek®connectors.Ibis design Is based only upon parameters shown,and Is for an individual txilding 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 IndMdud truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possble personal Inlay and property damage. For general guidance regarding the
fakxlcatbn,storage,delivery,erection and bracing of trusses and muss systems,seeANSl/lPt t Qualify Criteria,055.89 and SCSI Bulking Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute,218 N.Lee Sheet.Suite 312,Alexandrks,VA 22314. Tampa.FL 33610
•Job Truss Truss Type • I Qty Ply Davenport
T9343970
10879T0 V01 Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:09 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-Ux8Z3P62ta9xIT00045N R36v2g70sF6XKL70FNykcQa
2-3-5 4-6-10
I2-3-5 I P-8-5
3x6_ Scale=1:9.3
2
7.00 12
(1, 3
i
# /bah
I
. a So
o • ssss•:❖:❖:❖:❖:•:s:s:
Job Truss Truss Type . t Qty Ply Davenport
I T9343971
10879T0 VO2 ;Valley 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:09 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-Ux8Z3P62ta9xlT00045N R36t9g8ZsFgXKL70FNykcQa
E 3-9.11 7.7-6
3-9-11 3-9-11
Scale=1:15.7
455 II
2
7.00 12
i
ci
N
N
FH
3
Aill
o LJ o
4
2x4 2x4 I 2x4
7.6.15 7-Z-6
F 7-6-15 047
LOADING(psf) SPACING- 1-9-7 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 i TC 0.16 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 1 BC 0.10 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YESWB 0.03 Horz(TL) 0.00 3 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 I Matrix-S Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 1=122/7-6-8,3=122/7-6-8,4=223/7-6-8
Max Hoa 1.34(LC 10)
Max Uplift 1.25(LC 12),3=-25(LC 12),4=-1(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterlor(2)zone;C-C for members and forces&MW FRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will tit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4.
o WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.100312015 BEFORE USE j
Design valid for use only with MilekT9 connectors.This design Is based only upon parameters shown,and Is rot an individual building component,not .
a truss system.Before use,the building designer must verity the applicability of design parameters and properly IncCrpotote this design Into Rhe overall
awldkhg design. Bracing indicated is to prevent buckling of lndWidual truss web and/or chord members only. Additional temporary and permanent tracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage. For general gr/daoe regarding the
fabricatknh,storage,delivery,erection and tracing of trusses arid truss systems.senANSI/IPI I Quality Criteria,DSS-89 and BCSI Bulking Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type . ,, Oty Ply Davenport
T9343972
10879T0 V03 VALLEY 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,FI 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:10 2016 Page 1
I D:dnLxGlmyC66R2ONeZr2lgJzW 6tm-y7iyHl6geuHoNdbdaocc_Ge2BEUVbixhZ?sZnpykcOZ
3-11-8 7-11-0
3-11-8 3-11-8
4x5 II Scale=1:20.6
2
1j9
7.00 12 8 •
,D
3
i l
1� w Ib
6 5 4
3x8 I 2x4 II 3x8 I
7-11-0 ----------- I
7-11-0
Plate Offsets(X,Y)-- [4:0.4-12,0-1-8],16:0-4-12,0-1-8]
LOADING(psi) SPACING- 1-9-7 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 I Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 1 Vert(TL) rVa - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:32 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 6=169/7-11-0,4=169/7-11-0,5=196/7-11-0
Max Horz 6=39(LC 11)
Max Uplift 6=42(LC 12),4=-42(LC 12)
FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;8=45ft;L=24ft;eave=41t;Cat.
II;Exp 8;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 3-11-8,Exterlor(2)
3-11-8 to 6-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
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)6,4.
4
0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE*15.7473 rev.1003/2015 BEFORE USE. wit
Design valid for use only with MIleic connectors.This design is based only upon parameters shown.and Is for an Individual briding 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
build ng 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 possble personal hhay and properly damage. For general guidance regarding the 6904 Parks East Blvd.fabrication,storage.delivery,erection and tracing of trusses and truss systems seeANSt/TPI I Quality Criteria,DSB-89 and BCS]Building Component
Safely Information avaltable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type .• , Qty Ply ' Davenport
T9343973
10879T0 VO4 VALLEY 1 11
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:10 2016 Page 1
ID:dnLxGlmyC66R20NeZr2lgJzW 6tm-y7iyHI6geuHoNdbdaocc_Ge 12E UTbiahZ?sZnpykcQZ
1-4.0 3-11-8 7-11-0 9-3-0 l
1 1-4.0 1 3-11-8 I 3-11-8 1.4-0
4x5 I I Scale=1:25.8
3
7.00 12 r,
10 11
9 12
2xq 1 2x4 II
4
2
ii
5
1 'D
00
1 r,
2x4 I 2x4 71 62x4 II
7.11.0
I
7-11-0
LOADING(psf) SPACING- 1-9-7 CSI. I DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4 Nr 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 5 n/r 120
BCLL 0.0 ' Rep Stress Iner YES WB 0.05 Horz(TL) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=233/7-11-0,6=233/7-11-0,7=246/7-11-0
Max Horz 8=-98(LC 10)
Max Uplift 8=-111(LC 12),6=-111(LC 12)
Max Gray 8=233(LC 21),6=233(LC 22),7=246(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=oft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 3.11.8,Exterior(2)3-11-8
to 6-11-8 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)
8=111,6=111.
A WARNING-Verily design parameters and READ NOTES ON TNS AND INCLUDED MITER REFERANCE PAGE MH-7473 ray.10/03/2015 BEFORE USE. id•
Design valid for use only with MlTelr®connectors.this design is based only upon parameters shown.and is tor an Indlviduci building component,not
a truss system.Before use,the building designer mist verify the app9caWlty of design parameters and properly Incorporate this design Into the overall
building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary arid permanent bracing Milt**
Is always required for stability and to prevent collapse with possbie personal Injury and property damage. For general guidance regarding the
fabrication,storage.delivery,erection and tracing 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 • Qty Ply Davenport
19343974'
10879T0 V05 VALLEY 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:11 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2lgJzW 6tm-QKGKU471PC Pe?nAp7V7rW UBAueghK8Rgnec7KFykcOY
-1-4-0 3-11-8 7-11-0 9-3-0
1-4-0 I 3-11-8 { 3-11-8 i 1-4-0 i
4x5 I I Scale=1:31.1
3
7.00 12 rPi
Niii
11
10
12
f 3x4 I I 9 3x4 I
2 4
F.- .I \ 5
4 1
n N
I n n
jri N
8 7 62x4 II
2x4 I' 2x4
7-11-0
I — — 7-11-0 1
1
LOADING(psf) SPACING- 1-9-7 CSI. DEFL. in (toe) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.00 4 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 5 n/r 120
BCLL 0.0 * Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:43 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=228/7-11-0,6=22817-11-0,7=255/7-11-0
Max Horz 8=-124(LC 10)
Max Uplift 8=-120(LC 12),6=-120(LC 12)
Max Gray 8=230(LC 21),6=230(LC 22),7=255(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;L=24ft;eave=4ft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 3-11-8,Exterior(2)3.11-8
to 6-11-8 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.0psf 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=120,6=120.
1,
A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10113!2015 BEFORE USE.
Design valid for use only Wilts Mlleke)connectors.this design B based only upon parameters shown,and is for cn IndMdu al balding component.not
a truss system.Before use,the briding designer must verify the applicability of design parameters and properly incorporate this design into the overall 1
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 hits,/and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and Buss systems.seeANSI/lPt1 Quality Criteria,DSB-09 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available horn Truss Plate Institute-218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type ., , . i Qty Ply Davenport
T9343975
10879T0 V06 VALLEY 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:12 2016 Page 1
ID:dnLxGlmyC66R2ONeZr2IgJzW 6tm-vW gii08wAVXVcwI?hDe43hklO27k3bC_OI LgshykcOX
1 -1-4-0 I 3-11-8 7-11-0 I 9-3-0
1-4-0 3.11.8 3.11.8 1-4-0
4x5 11 Scale=1:36.9
3
7.00 12 ��
10 11
3x4 II 9 12 3x4 11
2 4
P 5
1
t7 V)
17)
A ch
= III
8 13 7 14 63x4 11
3x4 H 2x4 11
I- —_
7-11-0
I
7-11-0
LOADING(psf) SPACING- 1-9-7 CSI. DEFL. in (loc) Well Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.00 4 n/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.00 4-5 n/r 120
BCLL 0.0 ' Rep Stress lncr YES WB 0.11 Horz(TL) -0.00 6 n/a rVa
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:47 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=226/7-11-0,6=226/7-11-0,7=260/7-11-0
Max Horz 8=-150(LC 10)
Max Uplift 8=-127(LC 12),6.127(LC 12)
Max Gray 8=228(LC 21),6=228(LC 22),7=360(LC 19)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45tt;L=24f1;eave=4ft;Cat.
II;Exp B;End.,GCpi-0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 3-11-8,Exterior(2)3-11-8
to 6-11-8 zone;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=127,6=127.
0 WARNING-Verify design paremeters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MS-7473 rev.10W32015 BEFORE USE. 1, la
Design valid for use only with Mltek5%connectors.This design Is txised only upon rxrarneters shown.and Is for an individual building component.not
a truss system.Before use,the building designer must verily 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 ate
fabdcatkrL storage,delivery.erection and bracing of trusses and teas systems,seeANSI/lPn Cushy Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa.FL 33610
Job Truss Truss Type 4 I I t Oty Ply Davenport
T9343976
10879T0 V07 VALLEY 1 1
Job Reference(optional)
Building Component Supply, Jacksonville,Fl 32256 8.010 s Apr 20 2016 MiTek Industries,Inc. Wed Aug 24 14:24:12 2016 Page 1
ID:dnlxGlmyC66R2ONeZr2lgJzW 6tm-vW qi iQ8wAVXVcwI?hDe43hkF R25X3ad_OILgshykcQX
-1-4-0i 3.11.8 i 7-11-0 i 9-3-0
1-4-0 3-11-8 3-11-8 1-4-0
4x5 II Scale=1:42.3
7.00.12 3
i
10 11
3x6 II 9 123x6 II
2 4
1 % , 5
v
4
I
■
8 7 6
3x4= 2x411 3x4=
7-11-0
I
7-11-0 {
Plate Offsets(X,Y)-- [2:0-2-8 0-0-0].[4:0-2.8,0.0.0],[6:Edge,0-1-8]
LOADING(psf) SPACING- 1-9-7 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.00 4 rt/r 120 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.00 4-5 n/r 120
BCLL 0.0 ' Rep Stress!nor YES WB 0.14 Horz(TL) -0.00 6 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:51 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3
REACTIONS. (lb/size) 8=224/7-11-0,6=224/7-11-0,7=262/7-11-0
Max Horz 8=176(LC 11)
Max Uplift 8=-133(LC 12),6.133(LC 12)
Max Gray 8=260(LC 18),6=260(LC 17),7=376(LC 19)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25th B=45ft;L=24ft;eave=Aft;Cat.
II;Exp B;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 3-11-8,Exterior(2)3-11-8
to 6-11-8 zone;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
8=133,6=133.
mio
A WARNING•Ver fy design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MA-7473 rev.10/0312015 BEFORE USE. --
Design valid for use only with Mltekto connectors.this design Is based only upon parameters shown,and Is for an tndivddud bolding component,riot
a truss system.Before use,the Lxildtng designer must verily the applicability of design pxxameters and property incorporate this design into the overall
building design. Bracing Indicated is to prevent trickling 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
fabricatkm,storage.delivery,erection and bracing of trusses and tnus systems,seeANSUIPI I Quality Criteria,DSB-89 and BCSI Binding Component 6904 Parke East Blvd,
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,AlexanKdria,VA 22314. Tampa,FL 33610
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