730 PARADISE LN - TRUSSES ......
mina Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTek OFFICE COPY
N.
RE: 16-091413 - Lot 39 Paradise Preserve MiTek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa,FL 33610-4115
Customer Info: Springfield Builders Project Name: Model: Tupelo
Lot/Block: 39 Subdivision: Paradise Preserve
Address:
City: Atlantic Beach State: FL
Name Address and License#of Structural Engineer of Reecor ,, If there is one,for the building.
Name: Jeffrey K. Hulsberg
152
Address: 11481 Old St. Augustine Rd. #202 State: FL
City: Jacksonville
•
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 8.0
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 37.0 psf Floor Load: 55.0 psf
This package includes 70 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 rthi;scigcleshget
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules: y E t3 o F-
No. Seal# Truss Name Date No. Seal# Truss Name Date z E E 9 0 o a\,
1 T9860832 A 11/11/16 118 179860849 D2 11/11!16 0 .d= cc
12 IT9860833 Al 111/11/16 19 T9860850 1 DD 11/11/16 <n 8 ,E,a o •„ �- '
U
13 IT9860834 AlD 111/11/16 20 T9860851 IE 11/11/16 c) = Z z --w LL
4 119860835 A2 11/11/16 21 T9860852 F 11/11/16 °' z °` " L i w
15 1T9860836 A3 11/11/16 22 19860853 1F1 111/11/16 L& tt ,3 0
0
16 119860837 A4 111/11/16 23 T9860854 1F2 111/11/16 W z a R 0 0 0
17 1T9860838 A5 111/11/16 24 T9860855 1F3 111/11/16 A 7., o E Z{
''S SO4 m
18 179860839 A6 111/11/16 25 T9860856 1F4 11/11/16 z o a 5 Z Z cc N
19 LT9860840 A7 111/11/16 26 1T9860857 1 F5 111/11/16 . o w w M
c rt w w z J
10 179860841 A8 111/11/16 27 79860858 F6 111/11/16 cc s ' N z
3 6 o o cn
11 179860842 A9 111/11/16 28 79860859 1F7 11/11/16
12 T9860843 AD 111/11/16 29 T9860860 I F7A 111/11/16 0 & a a. o eu o a
13 79860844 BD 11/11/16 30 79860861 1 F7B 111/11/16 v=i o a m V)
14 T9860845 C 111/11/16 31 T9860862 1 F7C 111/11/16 z g Q Q zcn
�,
15 79860846 CG 11/11/16 32 79860863 F8 111/11/16 a E o 0 0 m i
16 T9860847 ID 111/11/16 33 T9860864 I F8A 111/11/16
17 T9860848 101 111/11/16 34 T9860865 1F9 111/11/16
The truss drawing(s)referenced above have been prepared by MiTek �s����PEL'S',M ii�,�
USA,Inc.under my direct supervision based on the parameters •N% G`j` .'90, ',
provided by TrussMart Building Compts,LLC. .``�.�•,•��C E N S�e••.�O�'• �
Truss Design Engineer's Name: Magid, Michael • No 5368
My license renewal date for the state of Florida is February 28,2017. _ *1 •
IMPORTANT NOTE:The seal on these truss component designs is a certification STATE O F .'
that the engineer named is licensed in the jurisdiction(s)identified and that the . �'• L. :
designs comply with ANSI/TPI 1. These designs are based upon parameters ;� ��•;c� O R `�V".�,,i
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ".,, s • .. '•Q�•
given to MiTek. Any project specific information included is for MiTek's customers '�i SAO N AL �.��
file reference purpose only,and was not taken into account in the preparation of ,, .
these designs. MiTek has not independently verified the applicability of the design Michael S. i No.5•
parameters or the designs for any particular building. Before use,the building designer hUSA,Magidac.FPCert.5
681
should verify applicability of design parameters and properly incorporate these designs MiTek Parke East Blvd.t 663434 FL 33610
into the overall building design per ANSI/TPI 1,Chapter 2. 6904Date:
November 11,2016
Magid,Michael 1 of 2
RE: 16-091413 - Lot 39 Paradise Preserve
Site Information:
Customer Info: Springfield Builders Project Name: Model: Tupelo
Lot/Block: 39 Subdivision: Paradise Preserve
Address:
City: Atlantic Beach State: FL
No. Seal# Truss Name Date
35 IT9860866 F10 11/11/16
36 119860867 F11 11/11/16
37 T9860868 F12 11/11/16
38 T9860869 F13 11/11/16
39 T9860870 F14 11/11/16
40 T9860871 F15 11/11/16
41 T9860872 F16 11/11/16
42 T9860873 1FG 11/11/16
43 T9860874 jG 11/11/16
44 T9860875 101 11/11/16
45 T9860876 1G2 11/11/16
46 119860877 103 11/11/16
47 T9860878 1 GD 11/11/16
48 119860879 (HJ 11/11/16
49 119860880 1 HA 11/11/16
50 T9860881 HJ2 11/11/16
51 T9860882 HJ3 11/11/16
152 119860883 1J 11/11/16 1
153 T9860884 1J1 11/11/16 1
154 'T9860885 J2 11/11/16
55 T9860886 J3 11/11/16
15 119860887 1J4 111/11/16 1
157 119860888 1J5 111/11/16 1
158 119860889 1J6 11/11/16 1
159 179860890 J7 11/11/16
160 119860891 J8 111/11/16 1
61 T9860892 J9 11/11/16
162 119860893 1J10 111/11/16 1
63 1T9860894 1J12 11/11/16 1
i64 1T9860895 J13 11/11/16
165 1 T9860896 1 J14 111/11/16 1
166 11 T9860897 1,115 111/11/16 1
167 119860898 1M 111/11/16 I
168 119860899 IMI 111/11/16 1
169 1T9860900 1 P (11/11/16 1
70 T9860901 P1 11/11/16
2 of 2
I
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814868
16-091413 A Hip 3 1
Job Reference(o dorsal/
TrussMart Bulking Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:20 2016 Page 1
ID:Ou7nCV3A 1Z91dV329c881yS2OP-Mv51Qv?ID9HtS19T4X8PoMuXJM4e4ia8p70FzKyMbD9
35.7-11
I 6-0-5 1 11-6-3 17-0-0 I 24-8-0 i 28.9.12 i0.1.13 32-8-0 1 35.2.14 11 1 41-8.0 I
8-0-5 5-5-13 5.5.13 7-8-0 4-1-12 1-4.1 2-6-3 2-6-14 0.4-13 6-0-5
• Scale=1:71.3
5x8=
5x6=
6.00 12 5 .1A B71 40 6
7 i
3x4
7
3x6 21
3x8
1.5x4 ••••"...40K rr6 1..5x4 // g
2
17 22
7.
10
i %I/f m cz ® n r7
_ 1 `� Ig
4x8_" 16 23 15 24 14 25 13 12 26 27 11 4x8 =
4x12 II 4x5= 8x8 = 4x5= 6x8= 4x5= 4x8 I I
4x8=
11-4-04 9-2-14 i 17-0-0 1 20-10-0 1 24-8-0 1 30-1-13 1 32-8-0 1 40-4-0 11.8.0
1-4-0 7-10-14 7-9-2 3-10-0 3-10-0 5-5-13 2-6-3 7-8-0 1-4-0
Plate Offsets(X,Y)- (1:0-0-4.1-4-111,11:0-3-0.0-1-71.15:0.6.0,0-2-81.16:0.3-0.0-2-01.110:0-3-0.0.1-7],[10:0-3-4.1-4-111
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.16 13 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.34 11-13 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.07 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:290 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins,
5-6:2x4 SP No.1 except
BOT CHORD 2x8 SP SS 2-0-0 oc purlins(2-2-0 max.):5-6.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-8 oc bracing.
WEDGE WEBS 1 Row at midpt 5-13
Left:2x4 SP No.2,Right:2x4 SP No.2
REACTIONS. (lb/size) 1=1531/0-3-8,10=1531/04-8
Max Horz 1=-230(LC 10)
Max Uplift 1=-426(LC 12),10=-426(LC 12)
Max Gray 1=1548(LC 17),10=1545(LC 18)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=4051/1123,2-4=2800/1028,4-5=-2143/919,5-6=1885/889,6-7=-2129/935,
7-9=284711067,9-10=3043/1105
BOT CHORD 1-16=-942/2851,1416=739/2409,13-14=515/1978,11-13=-681/2135,10-11=914/2668
WEBS 2-16=-350/292,416=76/466,4-14=627/321,5-14=148/710,6.13=173/668,
7-11=-149/593,7-13=575/333,9-11=476/308
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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0.1-12 to 4-3-12,Interior(1)4-3-12 to 17-0-0,Exterior(2)
17-0-0 to 30-6-11,Interior(1)30-6.11 to 41-6-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 1 and 426 lb uplift at
joint 10.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
4 1
--
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mf/-7473 rw.10/03/2015 BEFORE USE. tilt
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse wkh possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of truces and truss systems,see ANSUTPI1 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 36610
• 1
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814869 I
16-091413 Al Hip 2 1
Job Reference(optional)
TrussMart Buildng Components,Midway,GA Run:8.000 a Jul 15 2016 Print:8.010 s Oct 8 2016 MTek Industries,Inc.Fd Nov 04 13:37:03 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-jHdKPu7JjgTaDOLpgWjUw58N6ANOgL4QodcyyMa9_
I 6-0-5 I 11-6-3 I 17-0-0 I 24-8-0 I 28-8-0 40-1-11 32-8-0 } 35-7-11 p7-0-q 41-8-0 I
6-0-5 5-5-13 5-5-13 7-8-0 4-0-0 '1-5-13 2-6-3 2-11-11 -4-1d 4-7-12
Scale=1:71.3
5x8 =
5x6=
6.00 /2 5 Vi ,71 6
rs t
3x4
3x4-:".-
3x6
7
3x6 4 22 1.5x4 II
19 3x6 ,
3 8 9
1.5x4 �� .� `+
% °b
p 1.5x4
18 10
.10.--'
11
I
a�� L11j Et sz ® ins 1 _.% Ii
4x8—M II
17 23 24 16 15 25 14 13 26 27 72 4x8 =
4x8 II 4x5 = 6x8 = 4x5= 4x8= 6x8= 4x8 = 4x8 I I
11-4-0 I 9-1-6 I 17-0-0 I 20-10-0 I 24-8-0 I 30-1-13 I 32-8-0 I 40-4-0 1 801
1-4-0 7-9.6 7-10-10 3-10-0 3-10-0 5-5-13 2-6-3 7-8-0 1-4-0
Plate Offsets(XVI— [1:0-3-4.1-4-111.11:0-3-0.0-1-71.[5:0-6-0.0-2-81.16:0-3-0,0-2-01.[11:0-3-0.0-1-7).111:0-3-4.1-4-11]
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.16 12-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.35 12-14 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.07 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:297 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins,
5-6:2x4 SP No.1 except
BOT CHORD 2x8 SP SS 2-0-0 oc purlins(2-2-0 max.):5-6.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing.
WEDGE WEBS 1 Row at midpt 5-14
Left:2x4 SP No.2,Right:2x4 SP No.2 MITek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 1=1531/0-3-8,11=1531/0-3-8
Max Horz 1=230(LC 11)
Max Uplift 1=-426(LC 12),11=426(LC 12)
Max Gray 1=1551(LC 17),11=1549(LC 18)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-18=3059/1109,2-18=2958/1121,2-3=-2816/1013,3-19=-2757/1030,4-19=-2705/1032,
4-5=-2147/919,5.20=-1895/889,20-21=1895/889,6-21=-1895/889,6-7=2133/933,
7-22=2859/1125,8-22=2870/1116,8-9=2915/1109,9-10=2882/1028,
10-11=3124/1159
BOT CHORD 1-17=-940/2858,17-23=740/2412,23-24=740/2412,16-24=-740/2412,15-16=-740/2412,
15-25=515/1983,14-25=515/1983,14-26=671/2114,13-26=-671/2114,
13-27=671/2114,12-27=-671/2114,11-12=974/2759
WEBS 2-17=-347/290,4-17=-79/474,4-15=-625/322,5-15=-148/707,6-14=-168/664,
7-12=-216/704,7-14=-545/324,10-12=-280/255
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-3-12,Interior(1)4-3-12 to 17-0-0,Exterior(2)
17-0-0 to 30-6-11,Interior(1)30-6-11 to 41-6-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 1 and 426 lb uplift at
joint 11.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphicat
purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin
representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
1
A WARNING•VwNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ilei-7473 rev.10/03/2015 BEFORE USE.
jiltDesign valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
t 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 colapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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 36610
Job I
r Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814870
16-091413 AID HIP GIRDER 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:25 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20PjsueTc3RlhvAZ31Rs4kaVPbXANjDITetzP7OfYyMbD4
1 3.7-8 1 7-0-0 1 11.0-13 I 15-1-11 1 19-2-821 24-4-151I 29-5-9 I 34-8-0 1 37-8-12 I 41-8-0 1
3. 7-8 3-4-84-0.13 4-0-13 4-0-13 5-2.7 5-0-11 5-2-7 3.0-12 3-11-4
Scale=1:71.6
3x6 =
5x8= 1.5x4 II 3x8 = 2x4 II 3x6 = 3x8 =
6.00 12 5x8 _
4 5 2:_.0 6 _ 32 733 9. 5 ea mi 10 n0- 11
4x8 O rr _= 6 r_r .7''..--
= ''s 4x8
12
4x5 3
r
1 2 e�rjl a Gni 22 21 _ _ „dellill \ 13 c5
0-.a ;.•e I`
acts... 5x8= 24 36 23 37 38 3 d
3x6=27 26 4x4 = 4x8 = 2x4 II 20 40 41 19 18 17 16 15 144x5 =
6x8=2x4 I I 6x12 = — 2x4 I I 4x8 = 2x4 11
4x8 — 3x4
4x4 I I
4x12 =
r
1.5.12 41.8.0
111-4-0 3.7$ 7-0-0 114.13 15.1-11 10.2$ 2415 29-5.9 34.8-0 I 37-8-12 420-2-4420-2-414-011 2-1.12 1 3,18 I 4 013 1 4x13 1 4x13 1 $
50-.7 I 5.0.11 } 5-2-7 3812 I 25-0 to*
-2
0-1-12 1-4-0
Plate Offsets(X,V)— 14:0-6-0,0-2-81.111:0.3.0,0-2-01,(21:0.4-12,0.3-121125:0-5-8,0-2-81,127:0-3-8,0-3-01
i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.46 21-22 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.81 21-22 >570 180
BCLL 0.0 ' Rep Stress lncr NO WB 0.49 Horz(TL) 0.25 14 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:797 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins,except
BOT CHORD 2x6 SP No.2*Except' 2-0-0 oc purlins(6-0-0 max.):4-11,
1-26,3-26:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.2 6-0-0 oc bracing:25-26.
REACTIONS. (lb/size) 14=2396/0-3-8,27=3373/0-3-8
Max Horz 27=96(LC 7)
Max Uplift 14=-877(LC 8),27=-1653(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-7666/3694,3-4=7462/3683,4-5=-9261/4283,5-6=-9261/4283,6-7=-11967/5052,
7-9=11385/4812,9-10=7885/3228,10-11=3500/1392,11-12=3881/1504,
12-13=545/193
BOT CHORD 26-27=350/732,3-25=162/422,24-25=3548/7430,23-24=3244/6750,
22-23=4788/11228,21-22=-4788/11228,20-21=267/810,7-21=-320/231,
19-20=1020/2541,17-19=2229/5913,16-17=-2229/5913,15-16=-1032/2834,
14-15=1032/2834,13-14=127/462
WEBS 3-24=-845/362,4-24=-870/1476,4-23=1048/2970,5-23=-320/234,6-23=2319/758,
6-22=-73/423,6.21=147/877,19-21=-2107/5450,9.21=1769/3910,9-19=-2057/972,
10-19=1042/2420,10-16=-2958/1187,11-16=-546/1503,12-16=289/772,
12-15=-269/152,12-14=2977/1127,2-27=-2955/1449,25-27=609/326,2-25=3149/6558
NOTES-
1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(8),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed for a live load of 20.0psf 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 877 lb uplift at joint 14 and 1653 lb uplift
at joint 27.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
Continued on oaae 2
a
1 --
A WARMNG-Verily daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. igt
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANStITPI1 Quality Criteria,DSB$9 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,Ft.38610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
19814870',
16-091413 A1D HIP GIRDER 1
Job Reference(optional)
TrussMart Bulldng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:25 2016 Page 2
ID:Ou7nCV3A IZ91dV329c881yS2OP-jsueTc3RlhvAZ31Rs4kaVPbXANjDl?etzP7OfYyMbD4
NOTES-
10) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)112 lb down and 107 lb up at 7-0-0,113 lb down and 102 lb up at
9-0.12,113 lb down and 102 lb up at 11-0-12,112 lb down and 102 lb up at 13-0-12,112 lb down and 102 lb up at 15-0-12,112 lb down and 102 lb up at 17-0-12,and
112 lb down and 102 lb up at 19-0-12,and 73 lb down and 67 lb up at 20-10-0 on top chord,and 988 lb down and 762 lb up at 7-0.0,49 lb down and 26 lb up at 9-0-12,
49 lb down and 26 Ib up at 11-0-12,49 lb down and 26 lb up at 13-0-12,49 lb down and 26 lb up at 15.0-12,49 lb down and 26 Ib up at 17-0-12,49 lb down and 26 Ib
up at 19-0-12,and 99 lb down and 58 lb up at 20-10-0,and 889 lb down and 333 lb up at 21-1-12 on bottom chord. The design/selection of such connection device(s)
is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(p1f)
Vert:1-4=54,4-11=-54,11-13=54,1-26=-20,21-25=-20,13-20=20
Concentrated Loads(Ib)
Vert:4=-65(B)24=-940(B)23=-48(B)5=-65(B)6=65(B)22=-48(B)28=-65(B)30=-65(B)32=-65(B)33=-65(B)34=-16(B)36=-48(B)37=-48(B)38=-48(B)39=-48(B)
40=-97(B)41=-889(B)
•
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rw.1aMI%101ti BEFORE USE.
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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,Alexandra,VA 22314. Tampa,FL 36610
Job r r Truss Truss Type Qty Ply Lot 39 Paradise Preserve 1
T9814871
16-091413 A2 Hip 1 1
Job Reference(optional) I
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:27 2016 Page 1
I D:Ou7nCV3A_1291dV329c881 yS2OP-fFOPuI4h2J9uoN Bp_Vm2aghpABOVDtdAQjc7jQyM bD2
I 7.9.4 I 15-0-0 I 20-10-0 I 26-8-0 I 33-10-12 I 41-8-0 I
7-9-4 7-2-12 5.10-0 5-10-0 7.2.12 7-9-4
Scale=1:71.9
12 5x8=
8.00
1.5x4 II 5x8=
4 21a s0- n„ so ,,g2 6
!Ili ♦ t1
3x6 i
3x6
4x12 * 203 f'7 23 4x12
2
19 24
g
9
1
I.
I
. S •, let [el I$
18 17 16 15 25 14 26 13 12 11 10 34=
3x6= 1.5x4 II 3x6= 3x8= 3x4= 1.5x4 11 3x8
3x8 i 3x4= 3x6=
151241.8-0
1+0 7.9-4 15.0-0 2010.0 26-8-0 33.10-12 + 40-2.4 I
11�if see I 7-2-12 I 510-0 I 5-10-0I 7-2-12 63 0 0-1-2
0-1-12 1-4-0
Plate Offsets(X,Yt— 14:0-6-0,0-2-81.16:0.6-0,0-2-81
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.15 14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.39 11-12 >999 180
BCLL 0.0 * Rep Stress Ina YES WB 0.59 Horz(TL) 0.16 10 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:245 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except
BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-11-7 max.):4-6.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing.
WEBS 1 Row at midpt 2-16,8-12,2-18,8-10
REACTIONS. (lb/size) 18=1542/0-3-8,10=1542/0-3-8
Max Horz 18=-207(LC 10)
Max Uplift 18=-464(LC 12),10=-429(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-278/0,2-44-2039/845,4-5=1905/886,5-6=-1905/886,6-8=-2039/845,8-9=-278/0
BOT CHORD 17-18=-724/2181,16-17=-724/2181,14-16=-493/1800,12-14=478/1740,
11-12=710/2094,10-11=-710/2094
WEBS 2-174/273,2-16=-441/264,4-16=-49/418,414=147/406,5-14=-347/246,
6-14=-147/406,6-12=-49/418,8-12=-441/264,8-11=0/273,2-18=-2271/954,
8-10=-2271/954
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-2-0,Interior(1)4-2-0 to 15-0-0,Exterior(2)15-0-0 to
32-6-11,Interior(1)32-6-11 to 41-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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 464 lb uplift at joint 18 and 429 lb uplift
at joint 10.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED 66TEK REFERENCE PAGE 661.7473 rev.f0/0N20f 5 BEFORE USE. t
Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPII Quality Criteria,058-69 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 36610
i
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814872
16-091413 A3 Hip 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:28 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-7Ran5e5KKcIIQXmOYDHH72DuZai5yJnKfNM9GtyMbD1
1 3-7-8 I 9-3-12 15-0-0 1 19-2-8 { 22-6-15 I 26-8-0 I 33-10-12 I 41-8-0
3-7-8 5-8-4 5-8-4 4-2-8 3-4-7 4-1-1 7-2-12 7-9-4
Scale=1:72.7
5x8 = 2t4 II 3x4 = 5x8=
6.00 12 8 24 se 2a9 8E0 516 9 27
i 3
1.5x4 //
3x4 % 3x6
3x6 4 5 10
•, 11
5x8 i 4141414144414411140e,..
28
4x8 i 3�/• i TZ..
I
2 00.
j7. 'Y -- 12
`{ ...tee.: 0 1918 17^ [1 •. 13L_
d 6x12=
Sx =
3x6=22 21 4x4 = 3x4= 18 15 29 30 14 13 4x8
6x8=2x4 II 3x6 II 4x12 = 6x8 = 4x12 II
4x5=
11-4-01 3-7-8 1 9-3-12 I 15-0-0 1 19-2-8 i 22-11-4 1 31-8-1 312.8-9 40-4-0 11-81
1-4-0 2-3-8 5-8-4 5-8-4 4-2-8 3-8-12 8-8-13 0-11-15 7-8-0 1-4-0
Plate Offsets(X,Y)` [6:0-6-0,0-2-81.19:0-3-0,0-2-0),112:0-0-4,1-4111.112:03-13,0-2-01,117:0.2-8,0-2-81.120:0-5-8,0-0-0].[22:038.0-3-01
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.21 17-18 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.47 17-18 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.66 Horz(TL) 0.28 12 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:284 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except
BOT CHORD 2x4 SP No.2*Except* 2-0-0 oc purlins(3-9-7 max.):6-9.
14-16,12-14:2x8 SP SS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.2
WEDGE
Right:2x4 SP No.2
REACTIONS. (lb/size) 22=1599/0-3-8,12=1474/0-3-8
Max Horz 22=205(LC 11)
Max Uplift 22=-492(LC 12),12=-409(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=3419/1137,3-5=-2870/1072,5-6=-2320/948,6-7=-2217/978,7-8=2208/975,
8-9=2011/905,9-11=2706/1119,11-12=2832/1041
BOT CHORD 21-22=101/291,3-20=21/381,19-20=1146/3642,18-19=-846/2548,17-18=-578/2013,
13.15=547/1853,12-13=856/2467
WEBS 3-19=-1103/332,5-19=0/322,5-18=-671/321,6-18=111/470,6-17=189/488,
15-17=512/1897,8-17=163/480,8-15=-636/305,9-15=91/466,9-13=-292/867,
11-13=-446/385,2-22=1390/530,20-22=357/212,2-20=-1008/2940
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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-2-0,Interior(1)4-2-0 to 15-0-0,Exterior(2)15-0-0 to
32-6-11,Interior(1)32-6-11 to 41-6-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 492 lb uplift at joint 22 and 409 lb uplift
at joint 12.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
tI
mml
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*411.7473 rev.10/03/2015 BEFORE USE hut
Design valid for use ony with MiTelc19 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
budding design.Bracing indicated is to prevent buckling of Individual 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 injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610
Job r r Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814873
16-091413 A4 Hip 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MTek Industries,Inc. Fri Nov 04 11:24:30 2016 Page 1
ID:Ou7nCV3A IZ9IdV329c881yS2OP-4ghXWK7asEYSfgwOfdJICTJI8ORhQGVc6hmlIyMbD?
I 6-9-4 I 13-0-0 I 20-10-0 I 28.8.0 I 34-10-12 I 41-8-0 I
6-9-4 6-2-12 7.10-0 7-10-0 6-2-12 6-9-4
Scale=1:70.7
5x8=
1.5x4 II 5x8 =
3 1;, gy gg 5,32 5 23
6.00 12 'a d I?
4x12 4x12
218
1N... 24 ul 6 �_
.
1
7
8
16 15 14 13 25 12 11 26 10 9 3x8
3x6 = 1.5x4 II 3x4= 4x8 = 3x8 = 4x8 = 3x4 = 1.5x4 II 3x6
3x8
1512 41.80
11.4.011 6-9-4 I 13-0-0 I 2010-0 I 28-8-0 I 34.1012 1 40-2-4 406-0 I
1.4.0 5-3-8 6-2-12 7.10-0 7-10-0 6-2-12 5-3-8 01.52
0-1-12 1-4-0
Plate Offsets(X,V)— 13:0-6-0.0-2-81,15:0-6.0,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.17 10-12 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.43 10-12 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(TL) 0.16 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:234 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins,except
3-5:2x4 SP No.1 2-0-0 oc purlins(3-3-8 max.):3-5.
' BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing.
WEBS 2x4 SP No.2 WEBS 1 Row at midpt 2-16,6-8
REACTIONS. (lb/size) 16=1542/0-3-8,8=1542/0-3-8
Max Horz 16=-179(LC 10)
Max Uplift 16=-464(LC 12),8=-429(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2148/877,34=2230/982,4-5=-2230/982,5-6=-2148/877
BOT CHORD 15-16=738/2156,14-15=738/2156,12-14=-553/1922,10-12=539/1853,9-10=-724/2068,
8-9=-724/2068
WEBS 2-14=-274/211,3-14=-21/371,3-12=219/610,4-12=-485/344,5-12=219/610,
5-10=-21/371,6-10=275/211,2-16=-2295/966,6-8=-2295/966
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuk=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-2-0,Interior(1)4-2-0 to 13-0-0,Exterior(2)13-0-0 to
34-6-11,Interior(1)34-6-11 to 41-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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 464 lb uplift at joint 16 and 429 lb uplift
at joint 8.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
1 __ r
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7I73 roe.10/03/2016 BEFORE USE. ler
Design valid for use only with MTetrs connectors.This design Is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" I
is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPII 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 36610
Job r Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814874
16-091413 A5 Hip 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:31 2016 Page 1
ID:Ou7nCV3A_IZ91dV329c881yS2OP-YOFwkf7CdXgJH_UaDLq_kgrTYokp9hCmLKaKsCyMbD_
15-12 3-7-8 7-8-12 13.0.0 19-2-8 23-7-3 28-8-0 34-10-12 41-8-0
11-5.1212. 1.12 I 4-1-4- 0-%4 4. 8.4 I 6-24 I 4-4-11 ( 5-0-13 16-2-12. 1 6-9-4
Scale=1:71.6
5x6= 2x4 II 3x4 = 5x6 .7--
5
5 . 22, X623 a 36 745
ea 8 26
6.00 12 `' & 121
4x5Nizo1.5x4 //
4 9
�7
d 3x4 II 2i N d
5x6 32
27 7iii
1 2,,i'4' :_— X10
'�v ter=._ �,$
��7 15_ 17 L\a, IILI
6x8 = 16 28 29 5x8= 30
3x6=19 18 14 13 12 31 11 4x8
3x4 =
8x8 =2x4 II 3x8 II 4x12 = 6x8 = 4x5= 4x12 II
1-5-12
11441( 3-7- I 1150 113-001 19.2-e 1 23.11- 1 32-4-14 32 0 40.4.0 61.8.01
1--0 2.1.12 798 1.7-0 6-28 4-8-12 8b10 0.3'2 7-8-0 14-0
0-1-12
Plate Offsets(X,Y)— 15:0-3-0,0.2-01,18:0-3-0,0-2-01.110:0-0-4.1-4-111.110:0-3-13.0-2-01,115:0-2-8,0-2-121,117:0-2-8,0-3-01.119:0-3-8.0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.25 15-16 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.63 15-16 >759 180
BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(TL) 0.25 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:269 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins,except
BOT CHORD 2x4 SP No.2'Except' 2-0-0 oc purlins(2-10-1 max.):5-8.
12-14,10-12:2x8 SP SS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.2
WEDGE
Right:2x4 SP No.2
REACTIONS. (lb/size) 19=1599/0-3-8,10=1474/0-3-8
Max Horz 19=177(LC 11)
Max Uplift 19=-492(LC 12),10=-409(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=3238/1090,3-4=3562/1210,4-5=2639/1036,5-6=-2643/1111,6-7=2619/1102,
7-8=-2299/994,8-9=2659/1067,9-10=2875/1099
BOT CHORD 16-17=962/2704,15-16=-668/2186,6-15=311/241,11-13=619/1998,10-11=919/2517
WEBS 2-19=-1437/550,17-19=294/191,2-17=-954/2761,5-15=261/733,13-15=-586/2126,
7-15=177/560,7-13=-699/339,8-13=165/598,8-11=181/657,9-11=389/349,
4-17=-89/706,4-16=-460/333,5-16=-98/544
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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-2-0,Interior(1)4-2-0 to 13-0-0,Exterior(2)13-0-0 to
34-6-11,Interior(1)34-6-11 to 41-6-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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,with BCDL=10.0psf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 492 lb uplift at joint 19 and 409 lb uplift
at joint 10.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
MIMI
A WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*11.7473 rw.10/03/2015 BEFORE USE. mit
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component.not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design.Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent colapse with possible personal injury and properly damage.For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems.see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suke 312.Alexandria,VA 22314. Tampa,FL 36610
e a
Job Truss Truss Type Oty Ply Lot 39 Paradise Preserve
T9814875
16-091413 A6 Hip 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:33 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-UPNg8L9S99w1WIezKmtSg5xrKbS_dfx3oe3Rw4yMbCy
I 5-9-4 1 11-0-0 1 17.6.11 i 24-1-5 1 30-8-0 I 35-10-12 � 41.6.0 1
5-9-4 5.2-12 6-6-11 6-6-11 6.6.11 5-2-12 5.9.4
Scale=100.7
3x4 =
5x6= 3x8=
3x4 = 5x8 =
3t8 7
8.00 12 11- eat a4 as rsa r tsa 15622 .,
4x5! 4x5
o, 18 8> 23
24 6
d 17 ,-,
1 9
18 15 14 25 26 13 27 12 28 71 10 3x6=
3x6= 3x8 — 4x8 = 3x4 = 4x8 = 3x8_ 3x8
3x8*
1-5-12 41-8-0
11.40 ii 11.0.0 I 2010-0 I 30.8.0 I 40-2-44040
1.4-0 9-6-4 9-100 910-0 9.6.4 01-2
0-1-12 1-4-0
Plate Offsets(X,Y)— 13:0-3-0,0-2-01.17:0-3-0.0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.25 13-15 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.59 13-15 >792 180
BCLL 0.0 • Rep Stress Incr YES WB 0.35 Horz(TL) 0.15 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:220 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins,
BOT CHORD 2x4 SP No.1 except
WEBS 2x4 SP No.2 2-0-0 oc purlins(3-4-3 max.):3-7.
BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing.
WEBS 1 Row at midpt 4-15,6-11,2-16,8-10
REACTIONS. (lb/size) 16=1542/0-3-8,10=1542/0-3-8
Max Horz 16=152(LC 11)
Max Uplift 16=-464(LC 12),10=-429(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=-489/0,2-3=2250/882,34=1967/856,4-6=-2563/1041,6-7=-1967/856,
7-8=-2250/882,8-9=-489/0
BOT CHORD 1-16=0/419,15-16=-777/2046,13-15=410/2505,11-13=-812/2505,10-11=763/1993,
9-10=0/419
WEBS 3-15=172/689,415=-792/343,6-11=-792/343,7-11=-172/689,2-16=-2180/1183,
8-10=-2180/1183
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-010 4-2-0,Interior(1)4-2-0 to 11-0-0,Exterior(2)11-0-0 to
36-6-11,Interior(1)36-6-11 to 41-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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 464 lb uplift at joint 16 and 429 Ib uplift
at joint 10.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
4 I
A,WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design.Bracing indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent colapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Instlute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
Job , • Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814876
16-091413 A7 Hip 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MTek Industries,Inc. Fri Nov 04 11:24:34 2016 Page 1
ID:Ou7nCV3AJZ91dV329c881yS2OP-ybx2MhA4wS2u8SD9uTOhMJT787k9M MC11p SWyMbCx
I1S12+ 3-7-8
i 12 1 3-8-4z I 13-a�-4 + 141-4 I 19-24 I 24-4-9-2-Iz04114 5.8-12 + 35-10-121 I 6-94
Scale=1:71.6
3x4 =
5x6— 2x4 II 3x6=
3x4= 5x6=
6.00 r12 5 25se A -- aa7 6a 9 gg _ w28 10
5- g .. La
4x5 4
4 4x5
3x4 II ` 11
`� 2� 29
J 4x8 3 29 J,
2 �;[ �� 12
1 / �..
8x12 = 19 6 —
3x6=22 Y1 3x8= 17 16 31 15 14 1S 4x8=
6x8 =2x4 II 4x5 II 6x8= 6x8= 6x8
4x5 =
1-5-12 414-0
11-4-0+1 3-7-0 1 11-0.0 I 19-24 I 24 -9 20x11 30-8-0 1 32--10 1 3510.12 1 40-2-4 1
1hp z-1-12
7-44 8.24 Sal 0.b-11 5-8-12 z-o-10 azz 4-3-e a1-z
0-1-12 1-40
Plate Offsets(X,Y)— 15:0-3-0,0-2-01,110:0-3-0.0.2-01,112:0-4-0,0-1-151.113:0-4-0.0-3-121.118:0-2-12,0-3.01.120:05-12.0-3-01,122:0-3-8,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.24 18-19 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL) -0.65 18-19 >709 180
BCLL 0.0 * Rep Stress Incr YES WB 0.85 Horz(TL) 0.25 13 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:273 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10.6 oc purlins,
BOT CHORD 2x4 SP No.2'Except* except
15-17,12-15:2x8 SP SS 2-0-0 oc purlins(2-11-11 max.):5-10.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:20-21
2-2-0 oc bracing:19-20,18-19.
REACTIONS. (lb/size) 22=1542/0-3-8,13=1542/0-3-8
Max Horz 22=150(LC 11)
Max Uplift 22=-476(LC 12),13=-428(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=4038/1072,3-4=4344/1224,4-5=2541/984,5-6=-2254/932,6-7=-2977/1182,
7-9=2951/1175,9-10=-2472/1026,10-11=-2178/858,11-12=471/52
BOT CHORD 19-20=-921/2536,18-19=-870/2707,16-17=136/262,14-16=564/1839,13-14=718/1917,
12-13=0/279
WEBS 2-22=1365/535,20.22=260/187,5-19=284/921,6-19=756/351,6-18=98/456,
2-20=943/2618,9-16=-812/403,16-18=-645/2242,9-18=204/676,10-16=306/891,
11-13=-1974/886,4-19=-410/302,4-20=105/667
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-2-0,Interior(1)4-2-0 to 11-0-0,Exterior(2)11-0-0 to
36-6-11,Interior(1)36-6-11 to 41-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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,with BCDL=10.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 476 lb uplift at joint 22 and 428 lb uplift
at joint 13.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
1 1
--
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE INg-7473 rev.10/03/201S BEFORE USE.
Design valid for use only with MlTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not
t•
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of Misses and truss systems,see ANSITPII Quality Criteria,D58-89 and SCSI Building Component 6904 Parke Fast Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 38610
Job r r Truss Truss Type i Qty Ply Lot 39 Paradise Preserve
T9814877
16-091413 A8 Hip 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:35 2016 Page 1
ID:Ou7nCV3AJZ91dV329c881yS2OP-QnVQZ1BjhmAlmcoMSBvw vW074P6t5UJMGyYY__zyMbCw
I 494 1 9-0-0 I 16-11-4 I 24-8.12 I 32-8-0 1 38 .10-12 1 41.8-0 I
4-9-4 4-2.12 7-11-4 7-9-8 7-11-4 4-2-12 4-9-4
Scale=1:70.7
5x8= 1.5x4 II 3x6=3x8 =
6.00 12 3 we 2qa on 60- riin . co23 rss 75x8=
a 4 is
4x5 i 4X5
4444-.
219 < 25
,4444 J
a16 14 13 12 11 3x6=
15
17 10
3x6 = 3x4= 3x6= 4x8= 1.5x4 II 4x8_ 3x8= 3x8
3x8:%
4130
1512
I+�0 I I 9-0-0 I +6.11.4 I 248+2 I 3230 I 4az-+ 40 rt-0 I
1r0 784 7-11.1 738 7-+1-4 784 0-11.52
1.40
a+•+z
Plate Offsets(X,Y)— 13:0-6-0,0-2-8],17:0-3-0,0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.24 13-14 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.60 13-14 >778 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.19 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:218 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins,except
3-5:2x4 SP SS,5-7:2x4 SP No.1 2-0-0 oc purlins(2-2-0 max.):3-7.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10.0 oc bracing.
WEBS 2x4 SP No.2 WEBS 1 Row at midpt 6-14,6-11
REACTIONS. (lb/size) 17=1542/0-3-8,10=1542/0-3-8
Max Horz 17=-125(LC 10)
Max Uplift 17=-465(LC 12),10=-429(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown.
TOP CHORD 1-2=290/0,2-3=-2306/897,3-4=3070/1226,4.6=3070/1227,6-7=-2041/861,
7-8=2307/897,8-9=289/0
BOT CHORD 16.17=739/1899,14-16=-633/2020,13-14=-1005/3068,11-13=1005/3068,
10-11=724/1898
WEBS 2-16=-21/274,3-14=-465/1274,4-14=-449/328,6-13=0/309,6-11=-1252/459,
7-11=-161/691,8-11=-22/277,2-17=2239/1114,8-10=-2239/1113
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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-2-0,Interior(1)4-2-0 to 9-0-0,Exterior(2)9-0-0 to
38-6-11,Interior(1)38-6-11 to 41-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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 465 lb uplift at joint 17 and 429 lb uplift
at joint 10.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 9911-7473 rw.10/03/2016 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not �`-
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the
fabrication.storage,delvery,erection and bracing of trusses and truss systems.see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 38810
4
Job r Truss Truss Type 'My Ply Lot 39 Paradise Preserve
T9814878
16-091413 A9 Hip 1 1
Job Reference(optional]
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:37 2016 Page 1
I0:Ou7nCV3A IZ91dV329c881yS2OP-NAdBJCzCNOT7vykZbxO_x5W9DmUZOdejG1f3ryMbCu
0-5.12 i 3-7-8 I 9-0-0- I 14-1-4 I 19-2-8 I 25-11-4 I 32-8-0 1 36.10.12 1 41-8-0 I
5
4 .12 2-1-12 5.4.8 5-1-4 5-1-4 6.8.12 6-8-12 4-2-12 4-9-4
Scale=1:71.9
5x8 =
1.5x4 II 4x5= 3x6 = 4x8 =
6.00 12 4 2 5 . 6 8 8 a X30 95x6=
fps
4x5
10xi8 24 IN..,
10 31 �_
5x6% 3 23 32
1 � —�' is 1i
1 18 18 8x8 = = ld
4X4= 4x8 = 16 15 14 13 3x6
3x6=22 2112
8x8=2x4 II 3x4 II 5x6= 4x8— 3x8 = 3x8
1-5-12
1.0-0 - 9-0.0 14-1-4 19-2-8 25-11-4 I I 32.80 40-40
1
14-0}I 23-17-1-0 I III 2 5-4-8 5-1-4 5-1-4 4&12 6-8-12 7.80 14-0141.8-01
0-1-12
Plate Offsets(X,Y]— 13:0-10-4,0.9-01.14:0-6-0,0-2-81,19:0-3-0.0-2-01,117:0.6-0.Edpel,122:0-3-8,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.35 17-18 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.81 17-18 >572 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(TL) 0.36 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:235 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-3 oc purlins,except
BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(2-6-2 max.):4-9.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 8-13
REACTIONS. (lb/size) 22=1557/0-3-8,12=1526/0-3-8
Max Horz 22=-125(LC 10)
Max Uplift 22=-480(LC 12),12=-424(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=3089/1140,3-4=2780/1031,4-5=3434/1321,5-6=3434/1321,6-8=-3872/1480,
8-9=-2004/848,9-10=-2269/883,10-11=311/0
BOT CHORD 19-20=1213/3136,18-19=766/2438,17-18=1269/3912,13-15=-947/2911,
12-13=-718/1878,11-12=0/262
WEBS 2-22=-1351/528,20-22=-278/219,2-20=-1032/2691,3-19=-823/452,4-19=-3/301,
4-18=-466/1277,5-18=281/220,6-18=620/205,15.17=898/2711,8-17=357/1104,
8-15=-285/220,8-13=-1159/428,9-13=185/714,10-13=17/258,10-12=2201/1111
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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=42ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 4-2-0,Interior(1)4-2-0 to 9-0-0,Exterior(2)9-0-0 to
38-6-11,Interior(1)38-6-11 to 41-8-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions
shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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 480 lb uplift at joint 22 and 424 lb uplift
at joint 12.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
1 I 11•11=1
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWWEK REFERENCE PAGEBOY-7473 rev.10/03/2015 BEFORE USE. let
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual bidding 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 budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent colapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of truces and truss systems,see ANS1fTPII Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suke 312,Alexandria,VA 22314. Tampa,FL 36610
s 1
Job Truss Truss Type Oty Ply Lot 39 Paradise Preserve 1
�f
T9814879
16-091413 AD HIP GIRDER 1 2 Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:41 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-Fxshg4FTGcwuUXFVoROK8nGCYgCSVFuEeu7sCcyMbCq
I3 114 I I 11-8-8 I -612j1I 2j I Iai2 {
3-0-12 - 4-6-12 4-6-12 4-6-12 29-11-8 4-8-8 i 3-11-4
Scale=1:89.5
5x8= 1.5x4 II 3x8= 1.5x4 II 3x8 = 3x8= 1.5x4 II
6.00 12 5x8
3 oft{ �5 4 2!), 27 5 O9 „g00 9131 1 Olt 6 33,sa 9ea MI 10
3x4 4 � 9 '4 ' 11,1. 4 �t? 3x4
1111 .. 11
g
1 12 d'
4x5= 23 22 a
21 19 18 17 15 14 13 4x5 =
35 36 37 20 38 39 40 41 42 43 16 4x12 II
4x12 II 2x4 II 4x4 = 8x12 MT2OHS= 4x8 2x4 I I 4x12 = 4x4 = 2x4 II
4x12 = 2x4 II 8x12 MT2OHS =
1-5-12 41-8-0
1 3.11 7-0-02 1 11-8-8 16-34 20.10.0 25-4-12 29-11-8 34-8-0 37.8.12 40-2-4 4 I
114040 11 258 1 381 488 I 4812 I 4.6-12 I 4.6-12 I 4812 1 489 I 3-0-12 I 2-5-8 0.1.2
0-1-12 14-0
Plate Offsets(X.Y)— 11:0-0-4.Edoe1,11:0.5.0,0-1-41,13:0.6-0.0-2-81,110:0.6-0,0-2-81,112:0-5-0,0-1-41.112:0-0-4,Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.48 18 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.92 18 >542 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(TL) 0.14 12 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:521 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins,except
BOT CHORD 2x6 SP SS 2-0-0 oc purlins(3-6-13 max.):3-10.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing.
WEDGE
Left:2x6 SP No.2,Right:2x6 SP No.2
REACTIONS. (lb/size) 1=2906/0-3-8,12=2813/0-3-8
Max Horz 1=95(LC 23)
Max Uplift 1=-1092(LC 8),12=-991(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-5949/2257,2-3=-5950/2325,3-4=7626/2970,4-5=-7626/2971,5-6=9731/3726,
6-8=-9731/3726,8-9=-7990/2989,9-10=-7990/2988,10-11=5711/2094,
11-12=5762/2047
BOT CHORD 1-23=-1966/5259,22-23=-1966/5259,21-22=1971/5325,19-21=3401/9186,
18-19=3401/9186,17-18=3553/9725,15.17=-3553/9725,14-15=-1755/5091,
13-14=1780/5093,12-13=1780/5093
WEBS 2-22=-261/278,3-22=147/607,3-21=1064/2895,4-21=-466/360,5-21=1992/720,
5-19=0/426,5-18..246/719,6-18=-461/353,8-17=-294/995,8-15=-2216/889,
10-15=135413643,10-14=-64/267
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B-45ft;L=42ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are MT20 plates unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)•This truss has been designed for a live load of 20.0psf 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.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1092 lb uplift at joint 1 and 991 lb uplift
at joint 12.
10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
continued on Dane 2
as'ss
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. 11
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the appkcabl0ty of design parameters and property incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse wkh possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Sule 312.Alexandria.VA 22314. Tampa,FL 36610
1
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814879
16-091413 AD HIP GIRDER 1
2 Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:41 2016 Page 2
ID:Ou7nCV3A IZ91dV329c881yS2OP-Fxshg4FTGCWuUXFVoR0K8nGCYgCSVFuEeu?sCcyMbCq
NOTES-
11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)116 lb down and 138 lb up at 7-0-0,117 lb down and 132 lb up at
9-0-12,117 lb down and 132 Ib up at 11-0-12,116 lb down and 132 lb up at 13-0-12,116 lb down and 132 Ib up at 15-0-12,116 Ib down and 132 lb up at 17-0-12,116
lb down and 132 lb up at 19-0-12,116 lb down and 132 lb up at 20-10-0,116 lb down and 132 lb up at 22-7-4,and 73 lb down and 67 lb up at 24-7-4,and 73 lb down
and 67 lb up at 26-2-12 on top chord,and 302 lb down and 140 lb up at 7-0-0,69 lb down at 9-0-12,69 lb down at 11-0-12,69 lb down at 13.0-12,69 lb down at
15-0-12,69 lb down at 17-0-12,69 lb down at 19-0-12,69 lb down at 20-10-0,69 lb down at 22-7-4,99 lb down and 58 lb up at 24-7-4,and 99 lb down and 58 lb up at
26-2-12,and 1036 lb down and 381 lb up at 27-9-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-10=54,10-12=54,1-12=-20
Concentrated Loads(Ib)
Vert:3w-93(F)22=-278(F)18=-35(F)6=93(F)16=-1036(F)24=-93(F)25=93(F)27=93(F)28=-93(F)29=93(F)30=93(F)31=93(F)32=16(F)33=-16(F)
35=35(F)36=-35(F)37=-35(F)38=-35(F)39=-35(F)40=-35(F)41=35(F)42=-97(F)43=-97(F)
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MTM/connectors.This design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design.Bracing indicated is to prevent buckling of indNidual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent colapse with possible personal inlay and property damage.For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSUTPl1 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 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
19814880
16-091413 BD HIP GIRDER 1 2
Job Reference(optional)
TrussMart way,Buildng Components, MidGA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:44 2016 Page 1
IO:Ou7nCV3A IZ91dV329c881yS20P-f1NYgS6IMZXJTL_4UaZlmQugOlCHid_gKsEWpxyMbCn
I 4-11-0 I 8-40 I 13-3-0 I 18-2-0 I 23-1-0 I 28-0-0 1 31-5-0 1 36-4-0 I
411-0 3-5-0 4-11-0 4-11-0 4-11-0 4-11-0 3.5-0 4-11-0
Scale=1:59.2
3.50 12 5x8 = 5x8=
3x4= 4x4=
3 rEV 24 EsZS 4 5,16 E,47 ,�28 2, 7 30E03132 * 8 3x4
a 3x4 S S� '�
/N /\ 14 . 0
N
22 21 20 34 19 18 35 17 36 16 15 37 14 38 13 12 11
1.5x4 II 6x8= 3x4= 6x8= 6x8= 1.5x4 II
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
1b12 36'4.0
1
14II 1-0 411-0 84 1-0 12-3-9 183 20-2-12 24-1.6 28.0-0 31..0 34.9-4 I
14-0 34.4 3.6.0 3115 1 3
3.11-9 1 311.9 I 3.10.10 l 3.10.10 I 3.5-0 I 344 •2
0-1-12 14-0
Plate Offsets(X,Y)— 13:0-5-4,0.2-8j,[8:0-5-4.0.2-81,x13:0-3-8,03-0L[20:0-3-8,0-3-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.15 20-21 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.26 20-21 >869 180
BCLL 0.0 * Rep Stress Incr NO WB 0.32 Horz(TL) 0.02 11 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:338 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except
BOT CHORD 2x4 SP SS'Except' 2-0-0 oc purlins(6-0-0 max.):3-8.
15-18:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.2 6-0-0 oc bracing:16-17,14-16.
REACTIONS. (lb/size) 16=5614/0-5-8,22=1459/0-3-8,11=771/0-5-8
Max Horz 22=-35(LC 6)
Max Uplift 16=-2366(LC 8),22=-692(LC 8),11=401(LC 8)
Max Gray 16=5614(LC 1),22=1488(LC 17),11=803(LC 18)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=2761/1206,2-3=-3427/1437,3-4=-1781/702,4-5=-540/1123,5-7=-2205/5073,
7-8=581/1309,8-9=-1391/597,9-10=-1256/564
BOT CHORD 1-22=1113/2590,21-22=1113/2590,20-21=1113/2590,19-20=1367/3374,
17-19=419/1228,16-17=2879/1354,14-16=2193/1042,13-14=568/1416,
12-13=-501/1158,11-12=-501/1158,10-11=501/1158
WEBS 2-21=-595/236,2-20=-362/831.3-20=-714/1672,3-19=-1926/904,4-19=-624/1565,
4-17=-2861/1273,5-17=-1166/2872,5-16=-3415/1483,7-16=3802/1669,7-14=-931/2290,
8-14=3116/1406,8-13=760/1781,9-13=-248/397,9-12=-292/109
NOTES-
1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at 0-3-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc.
2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to
ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated.
3)Unbalanced roof live loads have been considered for this design.
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25f1;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60
plate grip DOL=1.60
5)Provide adequate drainage to prevent water ponding.
6)All plates are 3x6 MT20 unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)'This truss has been designed for a live load of 20.0psf 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.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2366 lb uplift at joint 16,692 lb uplift at
joint 22 and 401 lb uplift at joint 11.
10) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord.
1.nntinued on nave 2
A WARMNG•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl.7473 rev.1503/2015 BEFORE USE. hilt
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek'
Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB49 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 36610
Job Truss Truss Type Oty Ply Lot 39 Paradise Preserve
T9814880
16-091413 BD HIP GIRDER 1
2 Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MTek Industries,Inc. Fri Nov 04 11:24:44 2016 Page 2
ID:Ou7nCV3A IZ91dV329c881yS20P-(WYgS6IMZXJTL_4UaZ1mOugOlCHid_gKsEWpxyMbCn
NOTES-
11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 69 lb up at 8-4-0,34 lb down and 68 lb up at 10-4-12,
34 lb down and 68 lb up at 12-4-12,34 lb down and 68 lb up at 14-4-12,34 lb down and 68 lb up at 16-4-12,34 lb down and 68 lb up at 18-2-0,34 lb down and 68 lb up
at 19-11-4,34 lb down and 68 lb up at 21-11-4,34 lb down and 68 lb up at 23-11-4,and 34 lb down and 68 lb up at 25-11-4,and 48 lb down and 69 lb up at 28-0-0 on
top chord,and 1573 lb down and 642 lb up at 8-4-0,194 lb down and 36 lb up at 10-4-12,194 lb down and 36 lb up at 12-4-12,194 lb down and 36 lb up at 14-4-12,
194 lb down and 36 lb up at 16-4-12,194 lb down and 36 lb up at 18-2-0,194 lb down and 36 lb up at 19-11-4,194 lb down and 36 Ib up at 21-11-4,194 lb down and
36 lb up at 23-11-4,and 194 lb down and 36 lb up at 25-11-4,and 1573 lb down and 642 lb up at 27-11-4 on bottom chord. The design/selection of such connection
device(s)is the responsibility of others.
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=54,3-8=-54,8-10=-54,11-22=20
Concentrated Loads(Ib)
Vert:3=-29(F)8=-29(F)20=1573(F)19=-194(F)17=194(F)5=-29(F)16=-194(F)14=-194(F)13=-1573(F)23=-29(F)25=29(F)26=-29(F)27=-29(F)28=29(F)
29=-29(F)31=29(F)33=-29(F)34=194(F)35=194(F)36=-194(F)37=194(F)38=194(F)
A WARNING-Vastly das/gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MReke connectors.This design Is based only upon parameters shown,and Is for an individual budding component,not '•
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek-
Is always required for stability and to prevent collapse with possible personal injury and property damage.For general gridance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPI1 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 36610
Job , Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814881
16-091413 C Roof Special 2 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:45 2016 Page 1
ID:Ou7nCV3PLIZ91dV329C881 yS20P-8i5CgS1_KrRKy8ZH1 H4GJdQxyRXRR2ggZWz4LOyMbCm
1 1.7.8 1 4-7-8 I 7-7-8 I 11-6-0 I 15-4-8 I 18-4-8 I 21.4-8l 23-0-0 1
1-7-8 3-0-0 3-0-0 3.10-8 3-10-8 3-0-0 3-0-0 1-7-8
Scale=1:40.0
4x4 =
5
Allibliblow.
6.00 12 3x8 .-- 3x8
4
4x4 i /moi •^' B --'-- 4-41111111111111 ,40 4x4 J
.. Y
3 7
17 0/ 14 13 12 \, 18
4x5 /a 8x8= 4x8 = `\ 4x5
✓ 8
2 11
15 ,
1 Vi� 4x5 4x5 .......% 9 try
r l 0 lemma II
a1 -�$2 6.00 12 v 3x4 =
3x4= ir�
16 10
5x6= 5x6=
1 1-4-0 1T7 4-7-8 I 7-7-8 I 11.8-0 I 15-4-8 I 18-44 I 21-4-8 21r810 23-0-0 1
1-4-0 0-3- 3-0-0 3-0-0 3-10-8 3-10-8 3-0-0 3-0-0 0.34 1-4-0
Plate Offsets(X,Y)- 110:0-4-0.0-2-81[16:0-4-0,0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.31 13-14 >769 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.71 13.14 >336 180
BCLL 0.0 ' Rep Stress Ina YES WB 0.49 Hoa(TL) 0.77 10 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 I Matrix-S Weight:114 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 16=851/0-3-8,10=851/0-3-8
Max Horz 16=-156(LC 10)
Max Uplift 16=-285(LC 12),10=235(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=2321/589,3-4=3759/969,4-5=1484/426,5-6=1484/423,6-7=3759/977,
7-8=-2321/585
BOT CHORD 14-15=501/2366,13-14=-697/3127,12-13=-705/3124,11-12=507/2270
WEBS 5-13=-210/1042,6-13=1871/575,6-12=246/1333,7-12=303/1335,7-11=-512/199,
8-11=-574/2162,8-10=725/329,4-13=1925/571,4-14=242/1360,3-14=300/1335,
3-15=-5121200,2-15=-575/2162,2-16=725/330
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vu@=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 11-6-0,Exterior(2)
11-6-0 to 15-2-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)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.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 285 lb uplift at joint 16 and 235 lb uplift
at joint 10.
•
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. l•
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an Individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design.Bracing Indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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 36610
Job It r Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814882
16-091413 CG GABLE 1 1
i Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:47 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-450z58KEsSh2CSjf9i7kO2WLAFOmV3U70gSBQGyMbCk
I 11.6-0 1 23-0-0
11-6-0 11-6-0
Scale=1:40.5
4x4=
6
5 7
6.00 112
4 a
25,01/•21 19 18 17 18•\H 2610
3x4= 15
@Y 22 3x4 =
Truss requires continuous support 14 1r�1
under each sloped and Oat bottom chord, 11
10•••••0000000001110111.°11.
23 typical. 13 11
_ a
3x4 = 24 12 3x4
3x4 = 3x4 =
1 1-7-8 1 7-7-8 1 15-4-8 I 21-4-8 1 23-0-0 1
1-7-8 6-0-0 7-9-0 6-0-0 1-7-8
Plate Offsets(X,Y)— [12:0-2-0,0-1-01,[24:0-2-0,0-1-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a - n/a 999
BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 11 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:90 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, Except:
OTHERS 2x4 SP No.2 6.0-0 oc bracing:20-21,15-16.
REACTIONS. All bearings 23-0-0.
(Ib)- Max Horz 1=-156(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)1,11,24,20,16,12,19,21,22,17,15,14 except
23=117(LC 12),13=-117(LC 12)
Max Gray All reactions 250 lb or less at joint(s)1,11,24,20,16,12,18,19,21,22,23,17,15,14,13
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 5-6=-91/294,6-7=-91/292
WEBS 2-23=-190/330,10-13=-190/330
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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=2ft;Cat.
II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-10-13,Exterior(2)3-10-13 to 11-6-0,Comer(3)
11-6-0 to 15-7-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry
Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 1.5x4 MT20 unless otherwise Indicated.
5)Gable requires continuous bottom chord bearing.
6)Gable studs spaced at 2-0-0 oc.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,11,24,20,16,
12,19,21,22,17,15,14 except(jt=lb)23=117,13=117.
I
AWARNINO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIFTI73 rev.11V03/2015 BEFORE USE. loll
Design valid for use only with MITeld9 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing indicated Is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek,
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSIRPII 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,Alexandra,VA 22314. Tampa,FL 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
19814883
16-091413 D Hip 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:48 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-YHnLITLsdmpvpblsjPezxG2MTeNeKZGFUCkyiyMbCj
I 7-2-8 I 14-7-0 I 20-5-8 I
7-2-8 7-4-8 5-10-8
Scale=1:34.5
503 = 4x8=
2 12 3
6.00 12
15
11
n
4x8
i4 4 A
10 _
1
140 i 147
3x4 = 9 8 7 6 5
1.5x4% 3x4= 3x4 = 4x4 = 2x4 II
1 1-4-0 1 -Q2 7-2-8 I 14-7-0 I 20-5-8 I
1-4-0 0-1-12 5-8-12 7.4.8 5-10-8
Plate Offsets(X,Y)— (1:0-0-12,Edoel.(2:0-4-0,0-2-81.13:0-5-4.0-2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 IC 0.80 Vert(LL) -0.05 6-7 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.15 6-7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:104 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-11 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(4-1-5 max.):2-3.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=704/Mechanical,9=799/0-3-8
Max Horz 9=88(LC 11)
Max Uplift 5=195(LC 12),9=-257(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=847/456,3-4=-994/419,4-5=652/339
BOT CHORD 7-9=-310/842,6-7=-282/832
WEBS 2-9=-974/518,2-7=0/264,4-6=-178/679
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 7-2-8,Exterior(2)7-2-8
to 20-3-12 zone;cantilever left exposed;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)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
5=195,9=257.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
1 _ r
_
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE bet-7473 rev.10/03/2015 BEFORE USE. lffil•
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele
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 truces and truss systems,see ANBVTPII Quality Criteria,DS8-59 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 36610
1
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814884
16-091413 D1 Hip 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:49 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-OULjVpLVO3xmRIt2G79CTTbee2?NNt?PU8xHU9yMbCi
5-2-8 I 10-10-12 I 16-7-0 } 20-5-8 {
5-2-8 5-8-4 5-8-4 3-10-8
Scale=1:34.7
5x6 — 33x8,= 4x4 =
6.00 12 2 13 I3 1 14CR14
V.
3x4
r. �
MEM
5
_41000. -
(7.-
3x4
3x4= i 10 9 g 7 8
11 3x4 = 3x4 = 1.5x4 II 4x8 = 1.5x4 II
1.5x4 i
1 1-4-0 1- 2 5-2-8 I10-10-12 I 16-7-0 I 20-5-8 I
1-4-0 0-1-12 3-8-12 5-8-4 5-8-4 3-10-8
Plate Offsets(X.Y)— f2:0-3-0.0.2-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.05 8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.13 8-9 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:104 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(5-11-5 max.):2-4.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 6=703/Mechanical,11=800/0-3-8
Max Horz 11=61(LC 11)
Max Uplift 6=195(LC 12),11=258(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=873/408,3-4=-847/424,4-5=-979/420,5-6=-668/326
BOT CHORD 9-11=-299/856,8-9=502/1337,7-8=-502/1337
WEBS 2-11=-1082/539,2-9=-20/345,3-9=5621223,3-7=-584/222,5-7=-267/774
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 5-2-8,Exterior(2)5-2-8
to 20-3-12 zone;cantilever left exposed;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)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=195,11=258.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
1 __ I
AWARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*111.7473 rev.10/03/2015 BEFORE USE. Nit
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the budding 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 for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPH Quality Criteria,DSB49 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 36610
e
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814885
16-091413 02 Monopitch Girder 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:50 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-Ugv5j9M78N3d3VREgggR0h8pmSMY60?ZjohrObyMbCh
{ 2-10-0 I 5-8-0 {
. 2-10-0 2-10-0
Scale=1:23.5
1.5x4 II
4
6.00 I12
3x4 i
3
4x4 ',
2
1
100 I
Il i ii
r 7 6 S 5
3x8 II 2x4 II 4x4 =
I 2-10-0 I 5-8-0 I
2-10-0 2-10-0
Plate Offsets(X,Y)— 11:0-2-12.0-1-10)
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.01 1-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.02 1-6 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:38 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x6 SP No.2 1-7-13
REACTIONS. (lb/size) 1=673/0-3-8,5=1056/Mechanical
Max Horz 1=139(LC 21)
Max Uplift 1=-163(LC 8),5=-361(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-754/170
BOT CHORD 1-6=226/578,5-6=-226/578
WEBS 3-6=172/723,3-5=-725/284
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psi 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 100 lb uplift at joint(s)except(jt=lb)
1=163,5=361.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)437 lb down and 147 lb up at
1-6-12,and 437 lb down and 147 lb up at 3-6-12,and 446 lb down and 137 lb up at 5-6-4 on bottom chord. The design/selection of
such connection device(s)is the responsibility of others.
7)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:1-4=-54,1-5=-20
Concentrated Loads(Ib)
Vert:5=-446(F)7=437(F)8=-437(F)
11
O WARNINO-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Wok®connectors.This design Is based only upon parameters shown,and is for an Indladual building component,not e
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*
Is akvays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPN Quality Criteria,OSS-a9 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 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
19814886
16-091413 DD Hip Girder 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:51 2016 Page 1
ID:Ou7n CV3AJZ91dV329c881 yS20P-ysTTwVNIvhBUg3000YBgYugyCsf Br)gixSQ 0Z 1 yMbCg
I 3-2-8 i 8-4-9 I 13.4-15 I 18-7-0 I 20-5-8 I
3-2-8 5-2-1 5-0-5 5-2-1 1-10-8
Scale=1:35.1
5x6= 3x8 = 1.5x4 11 4x8=-
6.00 12
2 16 3 r:fl7 MI 1821 4 2bRI WI 5
I o 8 6 3x4
n
001 101111111 _ri --------------------E:------------ .
n
3x4= igiilit
13 12 11 22 23 10 24 25 26 9 27 28 8 7
3x6••:::. 3x4 = 3x4 = 1.5x4 II 4x8= 3x4 = 3x6 II
1 1-4-0 1-5i12 3-2-8 I 8-4-9 I 13-4-15 I 18-7-0 1 20-5-8 1
1-4-0 0-1-12 1-8-12 5-2-1 5-0-5 5-2-1 1-10-8
Plate Offsets(X,Y)— [2:0-3-0,0-2-01.15:0-5-4.0-2-0]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.19 9-10 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.25 9-10 >932 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.70 Horz(TL) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:99 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc purlins,except
BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-5-14 max.):2-5.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-8-3 oc bracing.
REACTIONS. (lb/size) 7=664/0-3-8,13=732/0-3-8
Max Horz 13=34(LC 31)
Max Uplift 7=-586(LC 8),13=-612(LC 8)
Max Gray 7=895(LC 37),13=949(LC 39)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=1039/692,3-4=2412/1584,4-5=-2412/1584,5-6=-1089/740
BOT CHORD 12-13=-641/996,10-12=1566/2444,9-10=-1566/2444,8-9=-643/950
WEBS 2-13=1322/852,2-12=-355/599,3-12=1488/950,4-9=-371/278,5-9=970/1540,
5-8=325/198,6-7=-905/601,6.8_-715/1052
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vuh=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II:Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
7=586,13=612.
7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)81 lb down and 88 lb up at
3-2-8,83 lb down and 83 lb up at 5-3-4,83 lb down and 83 lb up at 7-3-4,83 lb down and 83 lb up at 9-3-4,83 lb down and 83 lb
up at 10-10-12,83 lb down and 83 lb up at 12-6-4,83 lb down and 83 lb up at 14-6-4,and 83 lb down and 83 lb up at 16-6-4,and
129 lb down and 199 lb up at 18-7-0 on top chord,and 104 lb down and 221 lb up at 3-2-8,39 lb down and 92 lb up at 5-3-4,39 lb
down and 92 lb up at 7-3-4,39 lb down and 92 lb up at 9-3-4,39 lb down and 92 lb up at 10-10-12,39 lb down and 92 lb up at
12-6-4,39 lb down and 92 lb up at 14-6-4,and 39 lb down and 92 lb up at 16-6-4,and 104 lb down and 221 lb up at 18-6-4 on
bottom chord. The design/selection of such connection device(s)is the responsibility of others.
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-2=-54,2-5=-54,5-6=-54,1-7=-20
Continued on Daae 2
AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERENCE PAGE MII-7473 me.10413/2015 BEFORE USE NI
Design valid for use only with MRek®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 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 MTek'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandna,VA 22314. Tampa,FL 36610
•
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814886
16-091413 DD Hip Girder 1 1
Job Reference lootionall
TrussMarl Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:51 2016 Page 2
ID:Ou7nCV3A_IZ9IdV329c881 yS2OP-y5TTwVNIvtiBUg3000YBgYugyCsfBrjgixSQOZ1 yMbCg
LOAD CASE(S) Standard
Concentrated Loads(Ib)
Vert:2=31(F)5=-72(F)12=87(F)8=87(F)14=-31(F)15=-31(F)17=41(F)18=31(F)19=31(F)20=31(F)21=-31(F)22=36(F)23=36(F)24=36(F)25=36(F)
26=36(F)27=36(F)28=36(F)
•
4
__
A WARNING-Vivify design paramefera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*111.7473 rev.10/03/2018 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not .
a truss system.Before use,the building designer must verify the applicability of design parameters end properly Incorporate this design Into the overall
building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.216 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 36810
0
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814887
16-091413 E Half Hip 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:52 2016 Page 1
ID:Ou7nCV3A IZ9IdV329c881yS2OP-031s8rONg_JLIDbdyFjv56D6ZGwpa7BsA6Ax5UyMbCf
I 5-0-13 I 9-2-8 I 16-4-0 I
5-0-13 4-1-11 7-1-8
Scale=1:27.4
4x12= 3x4 II
4 rl 11 EW1 543
3.50 12
1.5x4= t-
3
ED
3x4 g 10
2
00
1
x4
3x4 = 8 7
3x4 = 3x4= 6
8x8 = 6x8=
1 1-4-0 1-6-12 9-2-8 I 16.4.0 I
1-4-0 0-2-12 7-7-12 7-1-8
Plate Offsets(X,Y)— 11:0-2-4,0-3-0).14:0.6-0,0-1-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.45 1-8 >424 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.46 1-8 >414 180
BCLL 0.0 * Rep Stress Ina YES WB 0.89 Horz(TL) 0.04 6 Na n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:77 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-5.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-0-4
REACTIONS. (lb/size) 6=590/0-5-8,1=590/0-5-8
MaxHorz 1=111(LC12)
Max Uplift 6=374(LC 9),1=297(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-3=-1391/1675,3-4=998/1345
BOT CHORD 1-8=1716/1306,6-8=1359/946
WEBS 3-8=394/409,4-8=-627/409,4-6=-954/1392
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 4-1-9,Interior(1)4-1-9 to 9-2-8,Exterior(2)9-2-8 to
14-8-11 zone;cantilever left exposed;porch right exposed;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.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(ft=1b)
6=374,1=297.
6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
r
I a
AWARMNO-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.I0A13/2015 BEFORE USE. M
Design valid for use only with MTeh®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall
budding design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see
AN
SVTPIt Owliry"tent DSB-69 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,216 N.1.e0 Street,Suite 312.Alexandria.VA 22314. Tampa,FL 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814888
16-091413 F Common 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:53 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-vFaELBO?RIRCwNApVzE8dJmFEINAJ9H?PmvVdwyMbCe
7-7-0 15-2-0
7-7-0 7-7-0
5x8 = Scale=1:27.4
2
6.00 12
7
3
3a4= 6 -i 5 3x4 =
1.5x4% 1.5x4 II 4
-g1 1.5x4
1-4-0 y
- 15-2-0
1-4-0 0-1-12 6-1-4 l 6-1-4 0-112 1-4-0
Plate Offsets(X.Y)— (1:0.0-12,Edoel.13:0-0-12.Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.03 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.07 4-5 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.45 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:75 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 6=561/0-3-8,4=561/0-3-8
Max Horz 6=-103(LC 10)
Max Uplift 6=-192(LC 12),4=155(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
BOT CHORD 5-6=-75/435,4-5=75/435
WEBS 2-5=0/260,2-6=507/353,2-4=-507/350
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 7-7-0,Exterior(2)7-7-0
to 11-5-13 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=192,4=155.
t _ t
A WARNING-Wetly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE*111.7473 rev.10A03/2015 BEFORE USE
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not
,^
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
budding design.Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,D5B-99 and BCSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Sole 312.Alexandria,VA 22314. Tampa,FL 38810
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814889
16-091413 Fl Common 3 1
Job Reference(optional)
TrussMart Buildng Components. Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:54 2016 Page 1
ID:Ou7nCV3A IZ9IdV329c881yS20P-NR8cZXPdCcZ2XXI?3gIOAXIQz3jJ28d8dPf29MyMbCd
I 7-7-0 I 13-10-0
7-7-0 6-3-0
5x8 - Scale=1:26.1
2
' I\
8.00 12 a
7
4x8
``3
`'j
3x4= 6 =, 5 4x4= 4
1.5x4% 2x4 II
1-4-0 1- 2 7-7-0 1 13-10-0
1-4-0 0-1-12 6-1-4 6-3-0
Plate Offsets(X,Y)— ]1:0.0-8,Edge]
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.03 4-5 >999 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.08 4-5 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.44 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:69 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.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 4=457/Mechanical,6=556/0-3-8
Max Horz 6=93(LC 11)
Max Uplift 4=127(LC 12).6=190(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=542/247,3-4=-400/253
BOT CHORD 5-6=-124/422
WEBS 2-6=-500/361,3-5=-3/300
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 7-7-0,Exterior(2)7-7-0
to 11-5-13 zone;cantilever left 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.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
4=127,6=190.
t _ t
AWARNING-V.My design parameters and READ NOTES ON 770s AND INCLUDED MITEK REFERENCE PAGE MO.7473 rev.1003/2015 BEFORE USE.
Design valid for use only with Welter connectors.This design Is based only upon parameters shown.and is for an individual building component,not •
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,D5B-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandra,VA 22314. Tampa,FL 36610
4
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814890
16-091413 F2 Floor Supported Gable 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MITek Industries,Inc. Fri Nov 04 11:25:02 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-8_deEGVeK3awVIMYXMuGVDewOIXYwrBKTfbTRvyMbCV
0-11{8 olio
' Scale=1:33.7
j
3x4= 3x6 FP=
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
a as a Ye e e e
Te i a °a a e e e
\ _ _ c�
36 2
`°i aa:XXX •
° Xn XXXXX>fX: x--)oex- Xe � XXXXXXXXXXXX xxxv!zxXXXXXXXXXXxSCXXXXr,e
34 33 32 3130 29 28 27 26 25 24 23 22 21 20 19 18
3x4= 3x4 = 3x6 FP= 3x4 =
I 20-3-8 I
20-3-8
Plate Offsets(X y)— I1:Edae,0-0.12],(2:0.1-8.Edoel,132:0-1-8,Edoe1,f35:0-1-8.0-0.121,f36:0-1-8.0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lot) Vdefl LAI 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 Incr YES WB 0.02 Horz(TL) 0.00 18 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:91 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2(flat)
REACTIONS. All bearings 20-3-8.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)34,18,33,32,31,29,28,27,26,25,24,23,22,21,20,
19
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x4 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.
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2016 BEFORE USE. tut
Design valid for use only with MINIM!)connectors.This design is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent colapse wlh possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1PII 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.Alexandna,VA 22314. Tampa,FL 36610
1 14
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814891
16-091413 F3 Floor 2 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:03 2016 Page 1
ID:Ou7nCV3A lZ91dV329c881yS2OP-cABORcWH5Nin7vxk53PV1QAy5hgUIDUTiJK1_LyMbCU
0-1-8 1 0-148
H♦ -0 -I - Scala S 1:34.2
1.5x4 II 1.5x4 II
1.5x4 = 4x5 = 1.5x4 I I 3x6 FP= 4x5= 1.5x4 =
1 2 3 4 5 6 7 8 9 10 11 12
4 I/•_• ! >/ \ / `. / ,/ X / -N / -\ / N, 2571.
_,
22 21 20 19 18 17 16 15 14
3x6= 4x5=3x10 MT2OHS FP = 1.5x4
I I 4x5= 3x8=
I 2-9.0 I 5-3-0 I 7-9-0 I 12-6-8 I 15-0-8 I 17-6-8 I 20-3-8 I
2-9-0 2-6-0 2-6-0 4-9-8 2.6.0 2-6-0 2-9-0
Plate Offsets(X,Y)— 11:Edge,0-0-121,15:0-1-8,Edgel,[17:0-1-8,Edge],[24:0-1-8,0-0-121,[25:0.1-8,0-0-121
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.37 17 >642 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(TL) -0.59 16-17 >409 240 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.10 13 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S 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 4-11-2 oc purlins,
BOT CHORD 2x4 SP No.2(flat)'Except' except end verticals.
13-21:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
WEBS 2x4 SP No.2(flat)
REACTIONS. (lb/size) 23=1096/0-5-0,13=1096/0-5.8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=2053/0,3.4=3451/0,4-5=4270/0,5-6=-4544/0,6-7=-4544/0,7-8=-4274/0,
8-10=3450/0,10.11=2053/0
BOT CHORD 22-23=0/1193,20-22=0/2884,19-20=0/3993,18-19=0/4544,17-18=0/4544,16-17=0/4526,
15-16=0/3993,14-15=0/2884,13-14=0/1193
WEBS 11-13=1585/0,2-23=1585/0,11-14=0/1197,2-22=0/1196,10.14=1156/0,
3-22=1156/0,10-15=0/788,3-20=0/789,8-15=-755/0,4-20=-754/0,8-16=0/391,
4-19=0/492,7-16=-382/0,5-19=565/38,7-17=-297/387
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.
4 ,
AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.1003/2015 BEFORE USE. mot
MI
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke Flat Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 38810
a a
Job Truss Truss Type Ory Ply Lot 39 Paradise Preserve r
T9814892
16-091413 F4 Floor 7 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:04 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-4MIOfyXvrggek3Wwfmwkaej715?bOggdxz4aWnyMbCT
0-1-8
H I 1-3-0 I . 1,
Scale=1:34.4
1.5x4 II
1.5x4 = 4x5 = 1.5x4 II 3x8 FP= 4x5= 1.5x4 II
1 2 3 4 5 8 7 8 9 10 11 12
0 1r t
F.2 4 .30—Z \ XX ./ X .,7
-/.. X / N. / '\,/ N- 7
e e.
22 21 20 19 18 17 16 15 14
3x6= 4x5 =3x10 MT2OHS FP= 1.5x4 II 4x5=
I 2-9-0 l 5-3-0 I 7-9-0 I 12-8-0 I 15-2-0 I 17-8-0 I 20-3-8 i
2-9-0 2-6-0 2-6-0 4-11-0 2-6-0 2-6-0 2-7-8
Plate Offsets(X,Y)— 11:Edoe,0-0-121.15:0-1-8,Edge1,117:0-1-8,Edae),124:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.38 17 >635 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -0.60 16-17 >405 240 MT2OHS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.10 13 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:105 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins,
BOT CHORD 2x4 SP No.2(flat)*Except* except end verticals.
13-21:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.2(flat)
REACTIONS. (lb/size) 23=1099/0-5-0,13=1106/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2060/0,3-4=-3466/0,4-5=-4292/0,5-6=457210,6-7=-4572/0,7-8=4282/0,
8-10=-3436/0,10-11=-2018/0
BOT CHORD 22-23=0/1196,20-22=0/2895,19-20=0/4011,18-19=0/4572,17-18=0/4572,16-17=0/4544,
15-16=0/3990,14-15=0/2859,13-14=0/1148
WEBS 11-13=1560/0,2-23=-1590/0,11-14=0/1211,2-22=0/1201,10.14=1170/0,
3.22=1161/0,10-15=0/803,3-20=0/794,8-15=771/0,4-20=-758/0,8-16=0/406,
4-19=0/500,7-16=394/0,5-19=584/37,7-17=292/408
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.
5)CAUTION,Do not erect truss backwards.
1 _ I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE API-7473 rev.10103/2015 BEFORE USE. 1st
Design valid for use only with Mfrek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the beading designer must verify the applicability 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 and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Crfterla,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 38610
• re
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814893
16-091413 F5 Floor Supported Gable 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:04 2016 Page 1
I0:Ou7nCV3/_IZ91d V329c881 yS20P-4MI0fyXvrggek3 Ww(mwkaejGE5CyOlh dxz4a WnyMbCT
°113/3 oilie
Scale=1:20.3
1 2 SYA= 3 4 5 6 7 8 9 10 11
• • • • • • • •
• 4 •. • • • • a eII
Q
T2 � N I _ _ _ _ _ 24
T
• r A .•. -• • w -• •
r. .... ... ♦.. .. • .. ...... .. .. • .. ... ... • •
21 20 19 18 17 16 15 14 13 12
3x4= 3x4= 3x8=
I 12-5-0 I
12.5-0
Plate Offsets(X,V)— 11:Edge,0-0-12).12:0-1-8,Edoe1.f19:0-1-8.Edael.122:0-1-8,0-0-121.123:0-1-8.0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - nla 999 MT20 2441190
TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 12 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:59 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2(flat)
REACTIONS. All bearings 12-5-0.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)21,12,20,19,18,17,16,15,14,13
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x4 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.
1 i
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M1I-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTelr®connectors.This design Is based only upon parameters shown,and Is for an individual building component,nal
�-
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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.Alexandna,VA 22314. Tampa,FL 38610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814894
16-091413 F6 Floor 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MITek Industries,Inc. Fri Nov 04 11:25:05 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-YZJmsHYXcyVMD57CURz7rFMFVQH7Amm9dp72DyMbCS
0-1-8
H I 1-3-0 I I 1-8-0 I 01178
Scale 1:20.7
1.5x4 II
1.5x4 II
1.5x4 = 1.5x4 II 1.5x4 II 1.5x4 =
1 2 3 4 5 6 7 8
o • T o
• o o- e
r°-I Ni.._1_:
..-l-
Y
q
• •0 ♦
e e
13 12 11 10
3x6 = 3x6=
I 2-9-0 I 9.8-0 I 12-5-0 I
2-9-0 6-11-0 2-9-0
Plate Offsets(X,V)- 11:Edoe,0.0-121,111:0-1-8,Edgel,112:0-1-8,Edee1,115:0-1-8,0-0-121.116:0-1-8,0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.08 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(TL) -0.11 12-13 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.03 9 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:65 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 14=663/0-5-0,9=663/0-5-0
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=1112/0,3-4=1659/0,4-5=-1659/0,5-6=-1659/0,6-7=1112/0
BOT CHORD 13-14=0/705,12-13=0/1488,11-12=0/1659,10-11=0/1488,9-10=0/705
WEBS 7-9=937/0,2-14=-937/0,7-10=0/565,2-13=0/565,6-10=523/0,3-13=-523/0,6-11=0/410,3-12=0/410
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
t -_ 1
A WARMNO•Verify design paramatars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MI
Design valid for use only with MTekeb connectors.This design is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design.Bracing Indicated is to prevent buckling of indMduat truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSIRPN Quality Criteria,DSB-$9 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 36610
a r
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
19814895
16-091413 F7 Floor 7 1
Job Reference(optional)
TrussMart Bullring Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:06 2016 Page 1
ID:Ou7nCV3A_IZ91dV329c881 yS20P-01t84dZ9N14L_NgJmBzCf3oXWymLsdjwOHZhbgyMbCR
0-1-8
H I� I 1.6.4 I 1 1-5-4 I
Scale:3/8'=1'
1.5x4 II 1.5x4 II
1.5x4 = 1.5x4 II 1.5x4 II 3x6 FP= 1.5x4 II 1.5x4 II
1 2 3 4 5 6 7 8 9 10 11 12 13 14
• - - -e e - - e e e
y5 �/ X / N / N ./. NII/ �.e e/ fie
e e k.1e e
23 22 21 20 19 17 16
3x6= 3x6 FP= 3x6 =
I 2-9-0 I 9-6-4 I 12-1-12 I 19-1-0 I
2-9-0 6-9-4 2-7-8 6-11-4
Plate Offsets(X,Y)— [1:Edge,0-0-12],[16:0-1-8,Edgel.[17:0-1-8,Edgel[20:0-1-8,Edae),(21:0.1-8,EdgeL 125:0-1-8.0.0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udell L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.07 21-23 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(TL) -0.10 21-23 >999 240
BCLL 0.0 Rep Stress lncr YES WB 0.18 Horz(TL) 0.02 15 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:100 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.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 24=602/0-5-0,15=286/0-5-8,18=1184/0-3-8
Max Gray 24=615(LC 10),15=342(LC 4),18=1184(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1012/0,3-4=-1424/0,4-5=-1424/0,5-6=-1424/0,6-7=-781/0,7-8=0/586,
8-9=0/586,9-11=-424/81,11-12=-424/81,12-13=-424/81
BOT CHORD 23-24=0/651,21-23=0/1334,20-21=0/1424,19-20=0/1196,18-19=0/344,17-18=273/188,
16-17=-81/424,15-16=-0/300
WEBS 2-24=-865/0,7-18=-994/0,2-23=0/502,7-19=0/633,3-23=-448/0,6-19=-612/0,
3-21=-54/260,6-20=0/449,13-15=-408/1,9-18=592/0,9-17=0/463
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)CAUTION,Do not erect truss backwards.
1t
MM.
AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 9111.7473 rw.10/03/2015 BEFORE USE.
Design valid for use only with MTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not
•
a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing indicated is to prevent buckling of Individual Uuu web and/or chord members only.Additional temporary and permanent bracing MiTek-
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSIRPII Quality Criteria,058.89 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 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814896
16-091413 F7A Floor 2 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:07 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-UxRXHzZn8bCCbWFVKvURCGLhTJ6ab4x3dxIE76yMbCQ
0-1-8
H I 1-3-0 I I 1-6-8 { 10 7-01
Scale=1:28.7
1.5x4 II
1.5x4 = 1.5x4 II II 3x6 FP= 1.5x4 II 1.5x4 II
1 2 3 4 5 6 7 8 9 10 11 12 13
4
r' •
•1 •
....
• 1.5x4 s e
22 21 20 19 18 16 15 14
3x6 = 3x6 FP= 3x6 = 1.5x4 II
1 2-0-0 2-1-12 12 17-0-0 {
2-9-0 6-9-8 2-7-4 -0 4-10-0
Plate Offsets(X,V)- [1:Edge,0-0-121,j10:0-1-8,Edgeh 115:0-1-8.Edael,[19:0-1-8,Edpel,f20:0-1-8,Edge1,124:0.1-8,0-0-121
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.07 20-22 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(TL) -0.11 20-22 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.02 17 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:92 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.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 23=595/0-5-0,14=107/Mechanical,17=1141/0-3-8
Max Uplift 14=-84(LC 3)
Max Gray 23=598(LC 10),14=222(LC 4),17=1141(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-977/0,3.4=1339/0,4-5=1339/0,5-6=1339/0,6-7=-641/0,7-8=0/642,
8-10=0/642,10-11=-150/310,11-12=150/310
BOT CHORD 22-23=0/632,20-22=0/1280,19-20=0/1339,18-19=0/1076,16-17=-310/150,
15-16=-310/150
WEBS 2-23=-839/0,7-17=-1023/0,2-22=0/479,7-18=0/639,3-22=-421/0,6-18=618/0,
6-19=0/445,10-17=441/0,12-15=-266/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 84 lb uplift at joint 14.
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.
1 I
__
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MRek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not •
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN 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 36610
A •
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814897
16-091413 F7B Floor Girder 1 1
Job Reference(optional)
TrussMart Bufldng Components. Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:08 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-y8_vVJaPvvK3DgpiucTgkUtpYiSbKXmCrb2ofYyMbCP
1 1-3.0 1 1-7-0
Scale=1:13.2
1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II
1 23x4= 11 3 4 53x4= 6
it •
•
s
7
• • 3x4=
1il> 9 8
3x4 =
3x4= 3x4=
I 7-1.0
7-1-0
Plate Offsets(X,Y)— (1:Edae,0-0-121.18:0-1-8,Edcel,19:0-1-8,Edael
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.06 9-10 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(TL) -0.08 9-10 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 7 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:37 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 7=469/0-3-8,10=618/0-5-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=792/0,3-4=-792/0,4-5=792/0
BOT CHORD 9-10=0/624,8-9=0/792,7-8=0/442
WEBS 5-7=-601/0,2-10=848/0,5-8=0/510,2-9=0/301
NOTES-
1)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.
3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)392 lb down and 132 lb up at
1-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others.
4)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:7-10=10,1-6=100
Concentrated Loads(Ib)
Vert:11=322(B)
1 r
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEIL REFERENCE PAGE M1I.7473 ray.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not •
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
building design.Bracing indicated Is to prevent buckling of individual truss web andlor chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage.delivery.erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Trues Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
79814898
16-091413 F7C Floor Girder 1 1
Job Reference(optional)
TrussMart Bullring Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:09 2016 Page 1
ID:Ou7nCV3A_IZ91dV329c881yS2OP-RKYHifb2gDSwrgOuRKWvHhQ3 6u23ONM4FnLB?yMbCO
1 3-0 3x4=
1 I 1-3-4
1 1.5x4 II 2 9 3 3x4= 10 4 1.5x4 II
Scale=1:9.4
•
•
7
1.5x4 II 1.5x4 II
8 7 6 5
3x4 = 3x4 =
434
4-3-4
Plate Offsets(X,V)- 11:Edae,0-0-121.f2:0-1-8,Edoel,[3:0-1-8,Edael
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.01 6 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(TL) -0.01 6 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:24 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=422/Mechanical,8=310/Mechanical
Max Uplift 5=-32(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-293/0
BOT CHORD 7-8=0/293,6-7=0/293,5-6=0/293
WEBS 3-5=391/0,2-8=391/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 5.
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.
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)145 lb down and 184 lb up at
1-10-4,and 208 lb down and 152 lb up at 3-10-4 on top chord. The design/selection of such connection device(s)Is the
responsibility of others.
6)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pif)
Vert:5-8-10,1-4=100
Concentrated Loads(Ib)
Vert:9=-122(B)10=-154(B)
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2016 BEFORE USE.
Design valid for use only with MITsIna connectors.This design Is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Wel(
Is always required for stablity and to prevent colapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
Job • r Truss Truss Type Qty Ply Lot 39 Paradise Preserve
79814899
16-091413 F8 Floor 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:10 2016 Page 1
I D:Ou7nC V3A_IZ91dV329c881 yS20P-vW6fv?cgRWan S_z49118gvzDK W8AoRgVJvXukRyMbCN
0-1-8
H I 130 I I 1-6-8 11 1-1-8
Scale:3/r=1'
1.5x4 II 1.5x4 II
1.5x4= 1.5x4 I I 1.5x4 II 3x6 FP= 1.5x4 II 1.5x4 II
1 2 3 4y. 5 6 7 8 9 10 11 12 13 14
_,.°0 p NJ ZN/ N / N/ N_ -
• •e e. - 's • e
23 22 21 20 19 17 18 15
3x6= 3x6 FP= 3x8=
I 2-9-0 I 9.6.8 I 12-1-12 12-?-0 18-9-8 I
2-9-0 6-9-8 2-7-4 0{�4 6-7-8
Plate Offsets(X,Y)` I1:Edae,0-0-121.116:0-1-8,Edael.[17:0-1-8,Edge1,120:0-1-B,Edae1,121:0-1-8.Edael,125:0-1-8.0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) 1/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.07 21-23 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.54 Vert(TL) -0.11 21-23 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.02 15 n/a n/a
BCDL 5.0 Code FBC2014ITPI2007 Matrix-S Weight:99 Ib 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.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 24=596/0-5-0,15=251/Mechanical,18=1192/0-3-8
Max Gray 24=607(LC 10),15=320(LC 4),18=1192(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-996/0,3-4=-1383/0,4-5=-1383/0,5-6=-1383/0,6-7=-711/0,7-8=0/634,
8-9=0/634,9-11=3731128,11-12=373/128,12-13=373/128
BOT CHORD 23-24=0/642,21-23=0/1308,20-21=0/1383,19-20=0/1137,18-19=14/264,
17-18=-331/157,16-17=-128/373,15-16=-24/277
WEBS 2-24=-85310,7-18=-1003/0,2-23=0/491,7-19=0/640,3-23=-435/0,6-19=-621/0,
6-20=0/458,13-15=377/32,9-18=-596/0,9-17=0/456
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
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.
Strong backs to be attached to walls at their outer ends or restrained by other means.
5)CAUTION,Do not erect truss backwards.
1
MEM
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE hBP7473 rev.10/03/2015 BEFORE USE.M �1'
Design valid for use only with iTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not
a truss system.Before use,the bulding 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 indNidual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 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.Alexandna,VA 22314. Tampa,FL 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814900
16-091413 F8A Floor Girder 1 1
Job Reference(optional)
TrussMart Buldng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:11 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-Nig17LclCgIe48YGZkYNM6VMQwSkXuyfYZGSGtyMbCM
0-1-8
H I 1-3-0 I I 1-6-8 I11-1.8 I
Scale:3/8'=1'
1.5x4 II 1.5x4 II
1.5x4 = 1.5x4 I I 1.5x4 I I 3x6 FP= 1.5x4 I I 1.5x4 I I
1 2 3 4 5 6 7 8 9 10 11 12 13 14
e e • e
5 >,r Nom/ N_ -,/ x / N / -N- 4
e e e
N.. •
►�
23 22 21 20 19 ► 17 18 15
3x6= 3x6 FP= 3x6=
I 2-9-0 I 9-6-8 I 12.1-12 12--0 18-9-8 I
2-9-0 6-9-8 2-7-4 0446-7-8
Plate Offsets(X,Y)— 11:Edae,0-0-121,(16:0-1-8,Ed11el,117:0.1-8,Edae1,120:0-1-8,Edoel.121:0-1-8,Edael,(25:0.1-8,0-0-12j
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.07 21-23 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(TL) -0.10 21-23 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) 0.02 15 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:99 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:17-18.
REACTIONS. (lb/size) 24=604/0-5-0,15=513/Mechanical,18=1233/0-3-8
Max Gray 24=615(LC 10),15=581(LC 4),18=1233(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1011/0,3-4=1421/0,4-5=1421/0,5-6=1421/0,6-7=771/0,7-8=0/560,
8-9=0/560,9.11=580/0,11-12=580/0,12-13=580/0
BOT CHORD 23-24=0/651,21-23=0/1333,20-21=0/1421,19-20=0/1189,18-19=0/330,17-18=202/286,
16-17=0/580,15-16=0/559
WEBS 2-24=-864/0,7-18=-992/0,2-23=0/501,7-19=0/633,3-23=-447/0,6-19=-609/0,
3-21=-40/262,6-20=0/439,13-15=-759/0,9-18=-670/0,9-17=0/562,11-17=288/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
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.
5)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(pIt)
Vert:15-24=10,1-14=-100
Concentrated Loads(Ib)
Veil:13=310
t r
AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. __
Design valid for use only with Wok.connectors.This design Is based only upon parameters shown,and is for an individual building component,not •
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPII 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 36610
r6-091113
Truss
F9 Truss Type
Floor Girder Qty Ply
1 1 Lot 39 Paradise Preserve
Job Reference(optional) 19814901
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:11 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-Nig17LGCgie48YGZkYNM6VJrnWWDXvFfYZGSGtyMbCM
1-3-0 3x41=1 0-11-0 I 3x4 =
1 1.5x4 II 9 2 3 10 4 1.5x4 II
Scale=1:9.4
' f
s
1.5x4 II1.5x4 II
8 7 6
3x4 = 3x4=
3-11-0 I
3-11-0
Plate Offsets(X,Y)— f1:Edae,0-0-121,j2:0-1-8,Edcel.f3:0-1-8,Edoel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.01 6 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.36 Vert(TL) -0.02 5-6 >999 240
BCLL 0.0 Rep Stress Ina NO WB 0.10 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:23 lb FT=20%F,11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=622/0-3-8,8=496/0-3-8
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=491/0
BOT CHORD 7-8=0/491,6-7=0/491,5-6=0/491
WEBS 3-5=654/0,2-8=-654/0
NOTES-
1)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.
3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 1-1-8,and 536
lb down at 2-10-0 on top chord. The design/selection of such connection device(s)is the responsibility of others.
4)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+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(pff)
Vert:5-8=10,1-4=100
Concentrated Loads(Ib)
Vert:9=-220(B)10=-481(B)
__
A WARNING•Verify design paramefars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 ray.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek-
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610
•
Job • Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814902
16-091413 F10 Floor Supported Gable 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:55 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-rdi_mtQFzvhv9gKCdNGdjkrkZT8ynhVls3OcioyMbCc
0-48 0-148
Scale=1:39.4
3x4= 3x6 FP=
1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20
.1.1)‘\2(
e S % % % ed L 6 L L 1� L L % % L %
1 � _ gg. A�. gg -- gg- p- pp- pp. pp_ gg. pp_ pp_ D6 42
5.
RXX RXXAXXJCXXX XXMXXX�XXX7SXXXXXXJCXXXIXXXXXXXXXX7CXXXXXXXXXXX
40 39 38 37 36 35 34 33 32 31 30 29 28 27 28 25 24 23 22 21
3x4= 3x4 = 3x6 FP= 354 =
I 23-8-0 I
23-8-0
Plate Offsets(X,Y)— 11:Edge,0-0.121,12:0-1.8,Edge1,138:0-1-8,Edgel,(41:0-1-8.0-0-121,(42:0-1-8,0-0-121
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) 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!nor YES WB 0.02 Horz(TL) 0.00 21 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-S 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 6-0-0 oc purlins,
BOT CHORD 2x4 SP No.2(flat) except end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2(flat)
REACTIONS. All bearings 23-8-0.
(Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,35,33,32,31,30,29,28,27,26,
25,24,23,22
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x4 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.
t
A WARNING•Vivifydaa/go paramatwa and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rw.10/03/2015 BEFORE USE. —
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not e
a truss system.Before use,the building designer must verify the applicabiity of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 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,Alexandra,VA 22314. Tampa,FL 36610
• r
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814903
16-091413 F11 Floor 2 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:57 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-nOg1BYSWVXxdO Uakol5o9wxLHgcFXTbKNtimhyMbCa
0-1-8
H I-1:-3:9--13 9-7-13
Scala=1:40.1
1.5x4 II 1.5x4 II 4x4=
1.5x4 = 1.5x4 II 3x6 FP= 3x8= 1.5x4 II 1.5x4 II
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
i19 ti •'a B .1\1/N
•` / \ Y
e e
TA gi
29 28 27 28 25 24 23 22 21 20 19 18 17
3x6 = 3x6 FP= 4x4= 3x8 = 1.5x4 I I
FASTEN TRUSS TO BEARING FOR
THE GRAVITY UPLIFT REACTION SHOWN
WHILE PERMITTING NO UPWARD
MOVEMENT OF THE BEARING.
I 2-9-0 I 5-3-0 1 11-1-12 I 13-7-12 1 1834 1 21.0.8 1 23.8.0 1
2-9-0 2.6.0 5-10-12 2-6-0 2-7-8 4-9-4 2-7-8
Plate Offsets(X,Y)- 11:Edoe,0-0-121,[14:0-1-8,Edgel,[20:0-1-8,Edael,125:0-1-8,Edge1,[26:0-1-8,Edge1,130:0.1-8,0.0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.13 26-27 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.20 26-27 >957 240
BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 21 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:126 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.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing.
REACTIONS. (lb/size) 29=752/0.5-0,17=117/0-3-8,21=1707/0-3-8
Max Uplift 17=-168(LC 3)
Max Gray 29=757(LC 10),17=316(LC 4),21=1707(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1319/0,3-4=2021/0,4-5=-2126/0,5-6=-2126/0,6-7=-2126/0,7-8=-1404/0,
10-11=0/1751,11-12=0/1751,12-13=-301/812,13-14=301/812,14-15=343/441
BOT CHORD 28-29=0/807,27-28=0/1805,26-27=0/2198,25-26=0/2126,23-25=0/1851,22-23=0/944,
21-22=672/0,20-21=-1266/0,19-20=-812/301,18-19=-812/301,17-18=-182/310
WEBS 2-29=-1072/0,10-21=1436/0,2-28=0/712,10-22=0/1088,3-28=-676/0,8-22=1042/0,
3-27=0/299,8-23=0/652,7-23=-634/0,4-26=290/188,7-25=0/521,15-17=-421/247,
12-21=922/0,15-18=-360/46,12-20=0/848,14-18=0/504,13-20=-329/0,14-19=-302/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint 17.
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.
5)CAUTION,Do not erect truss backwards.
1 t
Q WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Weide connectors.This design Is based only upon parameters shown,and is Inc an individual building component,not MI
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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality CAterla,D5B-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 36610
r
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814904
16-091413 F12 Floor 3 1
Job Reference(ootlonall
TrussMart attiring Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:58 2016 Page 1
ID:Ou7nCV3AjIZ9IdV329c881yS20P-FCO7OuS8Gg3U083nIWpKKNT6zgwP_z3kY1dG17yMbCZ
1--3'0 1-7-0 I 9-8-01
Scale=1:39.6
1.5x4 II 1.5x4 II 4x4= 1.5x4 II 3x8 FP= 1.5x4 II
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
P.A
��J11II ear/ `/ N/ \t •
'N/ N/ ,N. / X
t.. ...:\/AN
t o A
H
28 27 26 25 24 23 22 21 20 19 18 17 18
3x6 FP= 1.5x4 II 4x4 = 3x8= 1.5x4 II
FASTEN TRUSS TO BEARING FOR
THE GRAVITY UPLIFT REACTION SHOWN
WHILE PERMITTING NO UPWARD
MOVEMENT OF THE BEARING.
I 2-7-8 I 5-1-8 I 10-8-8 I 13-2-8 1 15.10-0 15-'j0.4 20-7-8 1 233-0 1
2-7-8 2-6-0 5-7-0 2-6-0 2-7-8 04.4 4-9-4 2-7-8
Plate Offsets(X.Y)— 11:Edge,0-0-121,16:0-1-8,Edoal.112:0-1-8,Edoel.119:0-1-8,Edael.f24:0-1-8,Edael
LOADING (psi) SPACING- 2-0-0 CSI, DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.17 24-26 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.99 Vert(TL) -0.27 24-26 >711 240
BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.04 20 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:121 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' except end verticals.
16-25:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 2x4 SP No.2(flat)
REACTIONS. (lb/size) 16=178/0-3-8,28=762/Mechanical,20=1604/0-3-8
Max Uplift 16=-110(LC 3)
Max Gray 16=336(LC 4),28=767(LC 10),20=1604(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=1299/0,3-4=2034/0,4-5=2092/0,5-6=2092/0,6-7=1572/0,7-8=-455/0,
8-9=0/1396,9-10=0/1396,10-11=368/610,11-12=368/610,12-14=-385/316
BOT CHORD 27-28=0/779,26-27=0/1800,24-26=0/2205,23-24=0/2092,22-23=0/2092,21-22=0/1135,
20-21=361/0,19-20=982149,18-19=-610/368,17-18=-610/368,16.17=122/330
WEBS 2-28=-1059/0,8-20=1378/0,2-27�/723,8-21=0/1012,3-27=-696/0,7-21=-958/0,
3-26=0/326,7-22=0/622,6-22=-736/0,4-24=305/170,14-16=-448/166,10-20=-839/0,
14-17=-269/77,10-19=0/735,12-17=0/399,11-19=273/0,12-18=-280/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 110 lb uplift at joint 16.
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.
I I
MIMI
A WARNING-Vainly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 501-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not
•
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSVTPII quality Criteria,DSB-$9 and SCSI Building Component 6904 Parke East Bind.
Safety Information available from Tnrss Plate institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa.FL 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
19814905
16-091413 F13 Floor 5 1
Job Reference(ootionall
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:58 2016 Page 1
ID:Ou7nCV3A IZ9IdV329c881yS20P-FC070uS8Gg3U083nIWpKKNTBTgzg_ekY1dG17yMbCZ
1 1-3-0 1 I
Scale a 1:27.2
1.5x4 II
1.5x4 II 3x6 = 1.5x4 II 3x6 = 1.5x4 II
1 2 3 4 5 6 7 8 9 10
./1 74 ilk WnW N.
N_
e e
o • •
4,
18 17 16 15 14 13 12
3x6= 3x6=
I 2-7-8 I 5-1-8 I 10-10-8 I 13-4-8 I 16-0-0 I
2-7-8 2-6-0 5-9-0 2-6-0 2-7-8
Plate Offsets(X,V)— 11:Edge.0-0-12].f14:0-1-8.Edael.115:0-1-8.Edgel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.16 15 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(TL) -0.25 15 >759 240
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.06 11 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:84 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 11=873/0-3-8,18=873/Mechanical
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1528/0,3-4=2462/0,4-5=2858/0,5-6=-2858/0,6-7=-2858/0,7-8=2462/0,8-9=1528/0
BOT CHORD 17-18=0/895,16-17=0/2132,15-16=0/2767,14-15=0/2858,13-14=0/2767,12-13=0/2132,11-12=0/895
WEBS 9-11=1216/0,2-18=-1216/0,9-12=0/880,2-17=0/880,8-12=-840/0,3-17=840/0,8-13=0/459,3.16=0/459,
7-13=-423/0,4-16=-423/0,7-14=142/347,4-15=-142/347
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Refer to girder(s)for truss to truss connections.
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.
I
01.AWARNING-Varity desJgn paramaf rs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1!/03/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
budding 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 colapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI1TPII Quality Criteria,DSB-08 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 36610 i
Job ° r Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814906
16-091413 F14 Floor 3 1
I Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:24:59 2016 Page 1
ID:Ou7nCV3A IZ9ldV329c881yS20P-jPyVcETm18CLeldzsDLZtaOLT41yjQWunhMprayMbCY
0-1-8
HI 13-0 1°4-41 I0-8-12
Scale=1:31.2
1.5x4 II 1.5x4 II
1.5x4 = 4x4= 1.5x4 II 3x6 FP= 3x6= 1.5x4 I I
1 2 3 4 5 8 7 8 9 10 11 12 13
o w. %_ e a e
4 /\ / \_/ NX.N / X_/ NDN-
Ise
i .-111.— °• se L'
23 21 20 19 18 17 16 15 C,
3x6= 3x6 FP= 4x4 = 3x8 =
3x6=
2-2-12
I 2-0.0 2.004 4-10-4 I 7.4-4 I 13-4-0 I 15-10-0 I 18-5-8 I
2-0-0 0-1=4 2-7-8 2.8.0 5.11.12 2-6-0 2-7-8
0-1.8
Plate Offsets(X,Y)— 11:Edoe,0-0-121,(17:0-1-8,Edgel.118:0-1-8.Edael,124:0-1-8.0-0-121
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.16 17 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(TL) -0.24 16-17 >792 240
BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.05 14 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:100 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:22-23,20-22.
REACTIONS. (Ib/size) 14=837/0-3-8,22=1461/0-3-8
Max Gray 14=847(LC 4),22=1461(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-23=-348/0,2-3=0/680,3-4=0/680,4-5=1121/142,5-6=2162/0,6-7=-2682/0,
7-8=-2682/0,8-9=-2682/0,9-10=2356/0,10-12=1472/0
BOT CHORD 22-23=-384/0,20-22=-379/439,19-20=0/1780,18-19=0/2521,17-18=0/2682,
16-17=0/2631,15-16=0/2050,14-15=0/867
WEBS 2-23=0/536,2-22=-566/0,12-14=-1178/0,4-22=-1317/0,12-15=0/842,4-20=0/965,
10-15=-804/0,5-20=-931/0,10-16=0/424,5-19=0/546,9-16=-383/0,6-19=-515/0,
9-17=234/306,6-18=60/479
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise Indicated.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)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(plf)
Vert:14-23=10,1-13=-100
Concentrated Loads(Ib)
Vert:1=-294
t _ l
_
0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1411.7473 rev.10103/2015 BEFORE USE. int
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml Mak'
ek•
is always required for stability and to prevent cotapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,D8B-89 and BCSI Building Component 6904 Parke East BNd.
Safety Information avalabte from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
79814907
16-091413 F15 Floor 6 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:00 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-BbVIpaUOoSKCFSC9QxsoQoYVeUexStk10L6NNOyMbCX
0-1-8
H I 1-3-0 {0-7-4
{ 10.10-4
Scale=1:31.4
1.5x4 II
1.5x4 = 4x4 = 1.5x4 I 11.5x4 II 303 FP= 3x8 = 1.5x4 I I
1 2 3 4 5 6 7 8 9 10 11 12 13
• • • • •
724
.11:3 r \\•-' / NrN
23 21 20 19 18 17 16 15
3x8= 3x6 FP= 4x4 = 3x8=
3x6 =
2-2-12
j 2.0.0 2-0r4 4-10-4 { 7-4-4 { 13-5-8 { 15-11-8 { 18-7-0
2-0-0 0.9-4 2-7-8 280 6-1-4 2-6-0 2-7-0
0-1-8
Plate Offsets(X,Y)— I1:Edpe,0-0-121,117:0-1-8,Edpe1,118:0.1-8,Edpel,(24:0-1-8,0-0-121
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.16 17 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.25 16-17 >771 240
BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.05 14 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:100 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:22-23,20-22.
REACTIONS. (lb/size) 14=844/0-3-8,22=1467/0-3-8
Max Gray 14=854(LC 4),22=1467(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-23=-348/0,2-3=0/680,3-4=0/680,4-5=-1136/138,5-6=2189/0,6-7=-2726/0,
7-8=2726/0,8-9=-2726/0,9-10=2386/0,10-12=1487/0
BOT CHORD 22-23=-384/0,20-22=-377/446,19-20=0/1801,18-19=0/2555,17-18=0/2726,
16-17=0/2668,15-16=0/2073,14-15=0/874
WEBS 2-23=0/536,2-22=-566/0,12-14=-1189/0,4-22=1327/0,12-15=0/853,4-20=0/974,
10-15=815/0,5-20=-940/0,10-16=0/435,5-19=0/554,9-16=392/0,6-19=-524/0,
9-17=-232/323,6-18=-54/501
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x4 MT20 unless otherwise indicated.
3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails.
Strongbacks to be attached to walls at their outer ends or restrained by other means.
4)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(plf)
Vert:14-23>10,1-13=100
Concentrated Loads(Ib)
Vert:1=-294
� r
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111-7473 rev.10W34016 BEFORE USE.
Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not
�-
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Sues 312,Alexandria,VA 22314. Tampa,FL 36610
II
e •
Job Truss Truss Type City Ply Lot 39 Paradise Preserve
T9814908
16-091413 F16 Floor Supported Gable 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:01 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-gn3F1wVOZIS3tbnLzeNly?513uBMBO_AE?rwVSyMbCW
0111{8 0-1148
Scale=1:30.8
3x4= 3x8 FP=
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
a. • • • • • . . •• •• •• •• • • •
• e • e • • a o • • e e • e
_N - - - - - - - .
V • • • • • a • • • e •
l 32 31 30 29 28 27 28 25 24 23 22 21 20 19 18 17
a 3x4= 3x8 FP= 3x4 =
- 3x4 =
i
1 18-7-0 1
18-7-0
Plate offsets X Y 1:Ed.e 0-0-12 2:0-14 Edie 30:0-1-8 Ed.e 33:0-1-8 0-0-12 34:0-14 r r 12
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) bdefl Lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 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 Incr YES WB 0.02 Horz(TL) 0.00 17 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:84 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.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.2(flat)
REACTIONS. All bearings 18-7-0.
(lb)- Max Gray All reactions 250 lb or less at joint(s)32,17,31,30,28,27,26,25,24,23,22,21,20,19,18
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)All plates are 1.5x4 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.
v WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*111.7473 rev.10/03/2015 BEFORE USE. iv",Design valid for use only with Wok®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 verly the applicability of design parameters and properly incorporate this design Into the overall
budding design.Bracing indicated Into prevent buckling or IndlNdual 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 propertydamage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 36610
•
Job Truss Truss Type Oty Ply Lot 39 Paradise Preserve
T9814909
16-091413 FG Common Supported Gable 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:13 2016 Page 1
ID:Ou7nCV3A_IZ91dV329c881 yS20P-J5ooY1 eYkRyMJRifg9brRXbmsjEG4p_x7tUZKmyMbCK
7-7-0 I 15.2.0
7-7-0 7-7-0
Scale=1:24.8
4x4 =
4
5
8.00 12 3
A
r
13 14
2
7
- ba. 13
3x4 = 3x4=
12 11 10 9 8
1-4-0 15-2-0
1-4-0 13-10-0
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:66 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 10.0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.2
REACTIONS. All bearings 12-6-0.
(Ib)- Max Horz 12=-103(LC 10)
Max Uplift All uplift 100 lb or less at joint(s)11,9 except 12=116(LC 12),8=-116(LC 12)
Max Gray All reactions 250 lb or less at joint(s)11,9 except 10=362(LC 1),12=375(LC 21),8=375(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=186/278,3-4=0/250,4-5=0/250,6-7=186/278
WEBS 4-10=-309/98,2-12=-237/402,6-8=-237/402
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=2ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-0-0 to 3-10-13,Exterior(2)3-10-13 to 7-7-0,Comer(3)7-7-0
to 11-7-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60
plate grip DOL=1.60
3)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 1.5x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 2-0-0 oc.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
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)11,9 except
(jt=lb)12=116,8=116.
WOMB
A WARNING-Vmlfy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE*81-7473 rev.10813/2015 BEFORE USE. ''
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing indicated is to prevent buckling of IndMdual truss web and/or chord members only.Additional temporary and permanent bracing M ilek•
Is atoms required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYIPII Quality Criteria,DSB-88 and BCSI Building Component 6504 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
f e
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814910
16-091413 G Common 1 1
Job Reference(outlonall
TrussMart Buildng Components, Midway.GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:14 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-nHMAIMfAV14DxbHrEt64_I7wg7bgkF65EXV6tCyMbCJ
1 55-0 I 10-10-0 I
5-5-0 5-5-0
5x8 = Scale=1:20.8
8.00 IV
10
3
3x4 6 3x4=
4 1.5x4 II
1.5x4
1.5x4* 4
1 0 1+12-h- 5-5-0
i-4 I 3--9i-4 09-1612-4 1a�
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.01 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.01 5-6 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:52 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 6=401/0-3-8.4=401/0-3-8
Max Horz 6=-74(LC 10)
Max Uplift 6=-268(LC 12),4=-228(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
BOT CHORD 5-6=-297/251,4-5=-297/251
WEBS 2-6=396/487,2-4=-396/487
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 5-5-0,Exterior(2)5-5-0
to 9-3-13 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.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=268,4=228.
1
A WARNING-Verily(Joslyn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111-7473 raw.10/0312015 BEFORE USE.
tee.
Design valid for use only with MiTetrS connectors.This design Is based only upon parameters shown,and is for an individual building component,not hilt
a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mire k'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPII C11'41.114'Criteria,DSB49 and SCSI Building Component 8804 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 96610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
19814911
16-091413 G1 GABLE 1 1
Job Refe[enceloptional)__
TrussMart Buildng Components. Midway,GA 8.010 s Apr 20 2016 MiTek Industries.Inc. Fri Nov 04 11:25:14 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-nHMAIMfAV14DxbHrEt64_I7yA7bpkHn5EXV6tCyMbCJ
5.5-01 10-10-0
5-5-0 5-5-0
4x4 = Scale=1:20.1
3
6.00 F12-
1.5x4 II 11 1.5x4 II
10
4
2
12
9
5 ff
3x4 = '** ** ******************** *4 **• *''• 3x4 =
8 7 6
1.5x4 II 1.5x4 I I 1.5x4 II
1-4-0 1 10-10-0
1-4-0 9-6-0
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - n/a 999
BCLL 0.0 - Rep Stress Ina YES WB 0.05 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 10-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 7=234/8-2-0,8=284/8-2-0,6=284/8-2-0
Max Horz 8=74(LC 11)
Max Uplift 8=-115(LC 12),6=-115(LC 12)
Max Gray 7=234(LC 1),8=354(LC 21),6=354(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-115/265,4-5=-115/265
WEBS 2-8=-229/256,4-6=-229/256
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wnd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft,B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 5-5-0,Exterior(2)5-5-0
to 9-3-13 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)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)Gable studs spaced at 2-0-0 oc.
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(jt=lb)
8=115.6=115.
1
d WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTek&connectors.This design is based only upon parameters shown.and is for an individual building component,not
•
a truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,suite 312,Alexandra,VA 22314. Tampa,FL 36610
r �
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814912
16-091413 G2 Common 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:15 2016 Page 1
ID:Ou7nCV3A IZ9IdV329c881yS20P-FUwYzigoG3D4ZIs2oadJXyg4kXr4TiaESBEfPeyMbC1
55-0 96-0
I 5-5-0 4-1-0
4x5 I I Scale=1:20.8
2
8.00 12 '1
7
1.5x4 II
3
6
A
r r�
31
3x4 = 5 a
1.5x4 i 4
3x8=
1-4-0 1- 2 9-6-0
1-4-0 0-1-10-12 8.0.4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.24 4-5 >409 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.25 4-5 >387 180
BCLL 0.0 - Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:45 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.2 BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing.
REACTIONS. (lb/size) 4=294/0-3-8,5=398/0-3-8
Max Horz 5=64(LC 11)
Max Uplift 4=139(LC 13),5=-147(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-329/438,2-3=-190/370,3.4=172/271
BOT CHORD 1-5=304/278
WEBS 2-5=342/323
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 5-5-0,Exterior(2)5-5-0
to 9-4-4 zone;cantilever left 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
4=139,5=147.
r 1
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/1015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design.Bracing indicated is to prevent budding of individual truss web andlor chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication.storage.delivery.erection and bracing of trusses and inns systems.see ANSVTPII 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 38610
, f
Job Truss Truss Type City Ply Lot 39 Paradise Preserve
T9814913'
16-091413 G3 Monopitch Supported Gable 1 1
Job Reference(optioneg_
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fn Nov 04 11:25:16 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-jgTwA2gR1MLxAvREMI8Y3ADEUxDiCAoOhr_Dx5yMbCH
7-4-0
7-4-0
1.5x4 II Scale=1:17.4
1
4,00 12
i •.i , 'i1Il
r r r
2x4 =
7 6 5
1.5x4 II 1.5x4 II 1.5x4 II
1-4-0 } 7-4-0
1-4-0 6-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) n/a - n/a 999
BCLL 0.0 * Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:29 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.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
OTHERS 2x4 SP No.2
REACTIONS. (lb/size) 5=49/6-0-0,6=-25/6-0-0,7=508/6-0-0
Max Horz 7=99(LC 12)
Max Uplift 5=-23(LC 12),6=-35(LC 12),7=-90(LC 12)
FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown.
WEBS 2-7=-301/427
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=2ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 3-10-13,Exterior(2)3-10-13 to 7-2-4 zone;cantilever
left exposed;porch right exposed,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)Gable studs spaced at 2-0-0 oc.
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)5,6,7.
Y WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not •
a truss system.Before use.the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
is always required for stabiliy and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication.storage.delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 36610
4
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
19814914
16-091413 GD Common Girder 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:17 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-Cs1100h3ogToo37Qv7fncNIRVLXDxcMXwUjmTXyMbCG
4-1_ 8-2-0 I
4-1.0 4-1-0
4x4 = Scale..1:20.8
2
6.00 r1
3x4
33x4
MINIM M
11 7 8 9 �1
5 �1
6 4x8= 4
1.5x4 II 1.5x4 II
4-1-0 8-2-0 I
4-1-0 4-1-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.05 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.06 4-5 >999 180
BCLL 0.0 ' Rep Stress Ina' NO WB 0.12 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:42 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 6=512/0-3-8,4=635/0-3-8
Max Horz 6=53(LC 7)
Max Uplift 6=314(LC 8),4=-381(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=618/367,2-3=-618/367
WEBS 2-5=-222/329,1-6=-468/281,3-4=-468/281,3-5=288/529,1-5=-288/529
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);end vertical left and right exposed;porch left and right exposed;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.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except()t=1b)
6=314,4=381.
6)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)188 lb down and 111 lb up at
2-11-4,and 188 lb down and 111 lb up at 411-4,and 188 lb down and 111 lb up at 6-11-4 on bottom chord. The design/selection
of such connection device(s)Is the responsibility of others.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pIt)
Vert:1-2=-54,2-3=-54,4-6=-20
Concentrated Loads(Ib)
Vert:7=188(B)8=-188(B)9=-188(B)
hi
WARMNG-Verity design parameters and READ NOTES ON THIS AND INCLUDED aNTEK REFERENCE PAGE 911-7473 rev.10/03/2016 BEFORE USE.
Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component.not
a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall
building design.Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stabirdy and to prevent cosapse with possible personal injury and property damage. For general guidance regarding the
fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSVTPII Quality Criteria,DSB-69 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 36610
4
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814915
16-091413 HJ Diagonal Hip Girder 2 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 S Apr 20 2016 MITek Industries,Inc. Fri Nov 04 11:25:18 2016 Page 1
ID:Ou7nCV3AJZ91dV329c881yS20P-g3bhbkihY beQDadTjA08blYbkr9g1Uh98TKOzyMbCF
4-7-12 8-0-1 11-7-15
4-7-12 3-4-5 3-7-13
Scale=1:18.7
3x6 I I J1
4 5 �
10 '
2.48 12 3x4
tr3
9
11910
1.5x41901
2
1
3x4 = 440' 11 8 12 13 7
3x4 =
8x8=
3x8 11 6
1-10-4 2-21 6-9-4 I 11-6-8 1117115
1-10-4 3-14 4-7-2 4-9-4 0-1-6
Plate Offsets(X,Y)— (1:0-5-11,0-0-11 f1:0-0-1.2-1-41
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.05 1-8 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.15 1-8 >881 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:52 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4.6-5 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing.
WEDGE
Left:2x4 SP No.2
REACTIONS. (lb/size) 5=-632/Mechanical,7=1407/Mechanical,1=487/0-7-12
Max Horz 1=99(LC 8)
Max Uplift 5=632(LC 1),7=-618(LC 8),1=136(LC 8)
Max Gray 5=357(LC 9),7=1407(LC 1),1=487(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=1505/473,2-3=-1176/270,4-7=-865/508
BOT CHORD 1-8=-538/1450,7-8=-330/908
WEBS 2-8=342/245,3-8=0/496,3.7=977/372
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C:End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;porch right exposed;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 100 lb uplift at joint(s)except(jt=lb)
5=632,7=618,1=136.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)29 lb down and 63 lb up at
4-4-0,29 lb down and 63 lb up at 4-4-0,51 lb down and 107 lb up at 7-1-15,51 lb down and 107 lb up at 7-1-15,and 105 lb down
and 144 lb up at 9-11-14,and 105 lb down and 144 lb up at 9-11-14 on top chord,and 10 lb down at 4-4-0,10 lb down at 4-4-0,38
lb down at 7-1-15,38 lb down at 7-1-15,and 78 lb down at 9-11-14,and 78 lb down at 9-11-14 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
7)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:1-4=54,4-5=-54,1-6=-20
Concentrated Loads(Ib)
Vert:9=102(F=51,B=-51)10n-210(F=105,B=105)12=38(F=19,8=19)13=78(F=39,B=-39)
1 _ s
WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*167473 rev.10/03/2015 BEFORE USE. till
Design valid for use only with MRek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not
a Was 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 M iT®k•
Is always required for stability and to prevent co/apse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSVTPI1 Quality Criteria,DSB-$9 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 36610
•
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814916
16-091413 HJ1 Diagonal Hip Girder 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:19 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-8F93o4jJJHjV1M9p10iFhordR8DuPTMgNoCtYPyMbCE
5.1.3I 9-9-9
5-1-3 4-8-1
3 ` Scale=1:23.2
4.24 12 9
3x4
2
• e tI
1141111.
T�./I A w 1
■m■
2.4= 10 116 12 5
3.8 11 1.5x4 II 3x4 =4
4x12 II
1 1-10-4 2-p-1(2 5-1-3 5.9-4 9-7-14 9-
1-10-4 0-2-9 3-0-8 0-8-1 3-10-9 0--
Plate Offsets(X.Y)- [1:0-2-5.0.0-81,11:0-0-7,Edoel.(1:0.0-7.Edriel
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.03 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.08 5-6 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.28 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:44 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 9-6-0 oc bracing.
WEBS 2x4 SP No.2
WEDGE
Left:2x8 SP SS
REACTIONS. (lb/size) 3=120/Mechanical,4=271/Mechanical,1=348/0-4-15
Max Harz 1=143(LC 8)
Max Uplift 3=-96(LC 8),4=124(LC 8),1=-158(LC 8)
Max Gray 3=120(LC 1),4=316(LC 28),1=387(LC 29)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=764/287
BOT CHORD 1-6=-380/670,5-6=-380/670
WEBS 2-5=-730/415
NOTES-
1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Enc.,GCpi=0.18;MWFRS(directional);cantilever left exposed;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 100 lb uplift at joint(s)3 except(jt=lb)
4=124,1=158.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)62 lb down and 21 lb up at
1-6-1,62 lb down and 21 lb up at 1-6-1,91 lb down and 83 lb up at 4-4-0,72 lb down and 51 lb up at 4-4-0,and 122 lb down and
134 lb up at 7-1-15,and 99 lb down and 95 lb up at 7-1-15 on top chord,and 14 lb up at 1-6-1,14 lb up at 1-6-1,37 lb down and
109 lb up at 4-4-0,4 lb down and 11 lb up at 4-4-0,and 41 lb down and 42 lb up at 7-1-15,and 22 lb down at 7-1-15 on bottom
chord. The design/selection of such connection device(s)Is the responsibility of others.
7)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(pIf)
Vert:1-3=-54,1-4=-20
Concentrated Loads(Ib)
Vert:8=-3(B)9=68(F-11,B-57)11=47(F=-2,B=50)12=-13(F)
__
WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE*11.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MRek®connectors.This design is based only upon parameters shown,and is for an individual building component,not •
a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall
building design.Bracing indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek,
Is always required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610
a f
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814917
16-091413 HJ2 Diagonal Hip Girder 2 1
Job Reference(optional)
TrussMart Buildng Components. Midway,GA 8.010 s Apr 20 2016 MTek Industries,Inc. Fri Nov 04 11:25:20 2016 Page 1
ID:Ou7nCV3A IZ9IdV329c881yS2OP-cRjR0Qjx4brMIWk?b7DUE0Nx4YWF8_zzcSyQ4syMbCD
I 44-t5
4-4-15
Seale=1:12.3
2
4.24 12
•
5
1
2x4 = 6 3
4
1-10-4 4-0-11 4-4-15 l
1-10-4 b-2-8 2-4-4
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.02 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(TL) 0.02 3-4 >999 180
BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.08 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:14 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 2=117/Mechanical,3=101/Mechanical,4=306/0-4-15
Max Horz 4=65(LC 8)
Max Uplift 2=-83(LC 8),3=101(LC 1),4=-147(LC 8)
Max Gray 2=117(LC 1),3=82(LC 8),4=306(LC 1)
FORCES. (Ib)-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=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;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 100 lb uplift at joint(s)2 except(jt=lb)
3=101,4=147.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)63 lb down and 21 lb up at
1-6-1,and 63 lb down and 21 lb up at 1-6-1 on top chord,and 14 lb up at 1-6.1,and 14 lb up at 1-6-1 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
7)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(Of)
Vert:1-2=-54,14=-20
1 _ 1
AWARNING•Verify design parameter*and READ NOTES ON THIS AND INCLUDED USTEK REFERENCE PAGE I1I.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
building design.Bracing indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,D5B-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 36610
•
Job ' Truss Truss Type Qty Ply Lot 39 Paradise Preserve
19814918
16-091413 HJ3 Diagonal Hip Girder 1 1
Job Reference(optional)
TrussMart BuNdng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:21 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-4eHpDmkZmDHgJB8rk)mDw7hyshtOP7r6h_GyMbCC
5-0-0 I 9-9-5
5-0-0 4-9-4
Scale=1:23.2
3x8 II
3I�
4.24 I12 12 1111
3x4
2
11
11101) I
row
3x8 15 8 9
1
NO, 6x8 =
3x4 = 13 14
'
9 3x4 II
-
1-10-4 r-2 2-11-5 4-8-9 r •11
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.11 7 >829 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.13 7 >705 180
BCLL 0.0 * Rep Stress Incr NO WB 0.24 Horz(TL) -0.04 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:42 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins,
807 CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 4=629/Mechanical,6=920/Mechanical,9=381/0-4-15
Max Horz 9=143(LC 8)
Max Uplift 4=751(LC 31),6=-708(LC 8),9=-249(LC 8)
Max Gray 4=508(LC 8),6=1089(LC 28),9=460(LC 29)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-322/187,3-4=-253/169,3-6=-893/614
BOT CHORD 1-9=-163/292,7-8=-267/38,6-7=-486/661
WEBS 2-6=-650/486
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left exposed;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 100 Ib uplift at joint(s)except(jt=lb)
4=751,6=708,9=249.
6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)63 lb down and 21 lb up at
1-6-1,63 lb down and 21 lb up at 1-6-1,91 lb down and 83 lb up at 4-4-0,91 lb down and 83 lb up at 4-4-0,and 88 lb down and 57
lb up at 7-1-15,and 88 lb down and 57 lb up at 7-1-15 on top chord,and 14 lb up at 1-6-1,14 lb up at 1-6-1,37 lb down and 109
lb up at 4-4-0,37 lb down and 109 lb up at 4-4-0,and 29 lb down and 37 lb up at 7-1-15,and 29 lb down and 37 lb up at 7-1-15 on
bottom chord. The design/selection of such connection device(s)is the responsibility of others.
7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,3-4=-54,1-8=-20,5-7=-20
Concentrated Loads(Ib)
Vert:11=-6(F=-3,B=-3)12=0(F=-0,B=-0)14=99(F=50,B=50)15=45(F=23,B=-23)
/ __ i
a WARNING-Verity design paramefws and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 5111.7473 row.10/03/2015 BEFORE USE.
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design.Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTe
is always required for stability and to prevent colapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPII Quality Criteria,D5B-89 and BCSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Instkute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 38810
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
79814919
16-091413 J Jack-Partial 11 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MTek Industries,Inc. Fri Nov 04 11:25:22 2016 Page 1
ID:Ou7nCV3AJZ91dV329c881 yS2OP-YgrBR51BcC54uquOiYFyJQTGIMFTcssG4mRX9kyMbCB
4-5-13 I 8-4-0
4-5-13 3-10-3
3 , Scale=1:16.2
A I$
3.50 I12
3x4
2
7 -
1
•
•
•
2x4= 5 4
1.5x4 11 3x4 =
3x6 II
1-4-0 1r6-1$ 4-5-13 I 8-4-0 {
1-4-0 2-12 2-11-1 3-10-3
Plate Offsets(X,Y)- 11:0-3-9,0-0-101,(1:0-1-4,1-5-101
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.02 5-6 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.04 5-6 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:34 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing.
WEBS 2x4 SP No.2
WEDGE
Left:2x4 SP No.2
REACTIONS. (lb/size) 3=83/Mechanical,4=214/Mechanical,1=298/0-5-8
Max Horz 1=100(LC 12)
Max Uplift 3=-54(LC 12),4=-44(LC 12),1=-68(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-602/273
BOT CHORD 1-6=383/555,5.6=383/555
WEBS 2-5=-588/406
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 4-4-1,Interior(1)4-4-1 to 8-3-4 zone;cantilever left
exposed;porch 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 fd 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 100 Ib uplift at joint(s)3,4,1.
AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?TEK REFERENCE PAGE All-7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MRek®connectors.This design is based only upon parameters shown.and is for an individual building component,not •
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design.Bracing Indicated Is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSVTPi1 Qua1My Criteria,DSB-$9 and BCSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 38610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814920
16-091413 J1 Jack-Open 4 1
Job Reference Notional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:22 2016 Page 1
ID:Ou7nCV3A_IZ91dV329c881 yS20P-YgrBR51BcC54uquOiYFyJQTJuML7cuTG4mRX9kyMbCB
3-0-0
Scale=1:8.8
2
3.50 I12
•
, 1
2x4= 3
3x6 II
1.4-0 11-6-12 1 3-0-0
1-4-0 0-2-12 1-5-4
Plate Offsets(X,XI— 11:03 9.0 0 101.11:0 1-4,1-5-101
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 1-3 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 1-3 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.2
REACTIONS. (lb/size) 2=73/Mechanical,3=27/Mechanical,1=100/0-5.8
Max Horz 1=36(LC 12)
Max Uplift 2=-50(LC 12),1=-22(LC 12)
Max Gray 2=73(LC 1),3=54(LC 3),1=100(LC 1)
FORCES. (Ib)-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=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch 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 100 lb uplift at joints)2,1.
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component.not
a buss 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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truu Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Tampa,FL 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814921
16-091413 J2 Jack-Open 4 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:27 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-vne4UppKRIjN?bmLV6r7OUA6UN?JH9i?D281gyyMbC6
1
-00
5-0-0
Scale=1:11.6
2
4
3.50 12
2x4 = 3
3x8 II
1-4-0 1J-8121 5-0-0
1-4-0 0.2-12 3-5-4
Plate Offsets(X,Y)— 11:0-3-9,0-0-101,11:0-1-4,1-5-101
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.03 1-3 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 1-3 >767 180
BCLL 0.0 - Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:17 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEDGE
Left:2x4 SP No.2
REACTIONS. (lb/size) 2=127/Mechanical,3=47/Mechanical,1=174/0-5-8
Max Horz 1=60(LC 12)
Max Uplift 2=-86(LC 12),1=-39(LC 12)
Max Gray 2=127(LC 1),3=94(LC 3),1=174(LC 1)
FORCES. (Ib)-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=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5fl;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 4-1-9,Interior(1)4-1-9 to 4-11-4 zone;cantilever left
exposed;porch 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.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 100 lb uplift at joint(s)2,1.
r �
AWARNING-Volfy design paramafers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE*61-7473 rev.11/03/2015 BEFORE USE
Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not .
a buss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web andlor chord members only.Additional temporary and permanent bracing *Tek•
is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPII 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 36610
Job • Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814922
16-091413 J3 Jack-Open 4 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:28 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-N_CTh9gyC2rEdLY3pMMYhiC4mGdOcy9SiurMOyMbC5
7-0-0
7-0-0
Stale=1:14.4
2
3.50 12
5
7 N
N
4
dr
2x4 = 3
3x6 11
1-4-0 1$14 7.0.0
1-4-0 2-1 5-5-4
Plate Offsets(X.Y)— 11:0-3-9,0-0.101.11:0-1-4.1-5-101
LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udeft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.12 1-3 >663 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.30 1-3 >265 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:23 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.
WEDGE
Left:2x4 SP No.2
REACTIONS. (lb/size) 2=181/Mechanical,3=67/Mechanical,1=248/0-5-8
Max Horz 1=84(LC 12)
Max Uplift 2=122(LC 12),1=-56(LC 12)
Max Gray 2=181(LC 1),3=134(LC 3),1=248(LC 1)
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=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 4-1-9,Interior(1)4-1-9 to 6-11-4 zone;cantilever left
exposed;porch 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 100 lb uplift at joint(s)1 except(jt=lb)
2=122.
1 _ 1
A WARNING-Vestry design parameters and READ NOTES ON THIS AND INCLUDED WEBREFERENCE PAGE 141.7473 rev.10/03/2015 BEFORE USE tegi•
Design vatd for use only with MRek®connectors.This design is based only upon parameters shown.and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design.Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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,Alexandra.VA 22314. Tampa,FL 36610
Job • Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814923
16-091413 J4 Jack-Partial 9 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:28 2016 Page 1
ID:Ou7nCV3AJZ91dV329c881yS20P-N CTh9gyC2rEcILY3pMMYhiEPmK4OcN9SiurMOyMbC5
2-10-0 5-8-0
2-10-0 2-10-0
Scale=1:23.0
2 ''
8.00 Fi
6
2
3x4
1
��D
Irl :i II
4
4x4 =
5 3
1.5x4 II
4-10-8 I 5-8-0
410-8 0-9-8
LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.05 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.13 4-5 >492 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:26 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 5=202/0-3-8,2=147/Mechanical,3=55/Mechanical
Max Horz 5=112(LC 12)
Max Uplift 5=-12(LC 12),2=-117(LC 12)
Max Gray 5=202(LC 1),2=154(LC 17),3=109(LC 3)
FORCES. (Ib)-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=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-0-9,Interior(1)4-0-9 to 5-7-4 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 20.0psf 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 100 lb uplift at joint(s)5 except(jt=lb)
2=117.
waneA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 881-7473 rev.10/03/2015 BEFORE USE. 11111
Design valid for use only with MiTek.connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII 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 36610
Job , Truss Truss Type Oty Ply Lot 39 Paradise Preserve
T9814924
16-091413 J5 Jack-Open 8 1
Job Reference(optional)
TrussMart Buddng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:29 2016 Page 1
ID:Ou7nCV3A_IZ9ldV329c881 yS2OP-rAmrvVgazMz5EwvkcWtb5vFZuAlul3BIhMdPvgyMbC4
1-0-0
1-0-0
Scale=1:7.0
6.00 12 2
1 1
1 1
1
3
2x4 =
1-0-0
1.0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) 0.00 1 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 1 >999 180
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:3 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
REACTIONS. (lb/size) 1=36/Mechanical,2=26/Mechanical,3=10/Mechanical
Max Horz 2=22(LC 12)
Max Uplift 1=-30(LC 12),2=-10(LC 12),3=-8(LC 8)
Max Gray 1=36(LC 1),2=26(LC 1),3=20(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;porch left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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 100 lb uplift at joint(s)1,2,3.
f
AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED METEK REFERENCE PAGE*647473 rev.10/03/2015 BEFORE USE.
Design valid for use only with Woke connectors.This design Is based only upon parameters shown.and is for an individual building component.not ��-
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing indicated Is to prevent buckling of IndiNdual truss web and/or chord members only.Additional temporary and permanent bracing r hTek-
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,see ANSVTPII Quality Crlurla,DSB-$9 and BCSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 38810
Job • Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814925
16-091413 J6 Jack-Open 1 1
Job Reference(optional)
TrussMart Buitdng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:30 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-JMKD6rrDkg5ys3VwAEOgd6ok5a4UUWRSvONyRHyMbC3
1-8-0
1.8-0
Scale=1:12.2
6.00 12 2 fl
1.5x4 II
1
Pi:
,/
4 1.5x4 II 3
1 1-8-0
1-8-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 4 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:6 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=56/0-3-8,2=39/Mechanical,3=17/Mechanical
Max Horz 4=31(LC 12)
Max Uplift 2=-37(LC 12),3=-2(LC 12)
Max Gray 4=56(LC 1),2=42(LC 17),3=29(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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 100 lb uplift at joint(s)2,3.
AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE 511I-7473 rev.10/03/2015 BEFORE USE. __
•
Design valid for use only with Wake connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall
budding design.Bracing Indicated is to prevent buckling of individual truss web andfor chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent cogapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN 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 36610
Job Truss Truss Type I Oty Ply Lot 39 Paradise Preserve
T9814926
16-091413 J7 Jack-Open 1 1
Job Referenceeoptional)
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:30 2016 Page 1
ID:Ou7nCV3A_IZ91dV329c881yS20P-JMKD6rTDkg5ys3VwAEOgd6ohHa1?UWRSvONyRHyMbC3
33-0
-8 --�
Scale=1.17.2
6.00 122 ►,
d
1.5x4 II
1
MI
3
4 3x4 II
I l 3I
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 j BC 0.21 Vert(TL) -0.02 3-4 >999 180
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 f Matrix-S Weight:13 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 4=128/0-3-8,2=87/Mechanical,3=41/Mechanical
Max Horz 4=71(LC 12)
Max Uplift 4=-2(LC 12),2=-72(LC 12)
Max Gray 4=128(LC 1),2=93(LC 17),3=65(LC 3)
FORCES. (Ib)-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=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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 100 lb uplift at joint(s)4,2.
WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component,not
a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek*
Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
• fabrication,storage.delivery.erection and bracing of trusses and truss systems,see ANSI/7PI1 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 36610
3
Job Truss Truss Type Oty Ply Lot 39 Paradise Preserve
T9814927
16-091413 J8 Jack-Open 3 1
Job Reference(optional)
TrussMart Buldng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:31 2016 Page 1
I D:Ou7nCV3A_IZ91dV329c881 yS20P-nZtbKAsrVzEoTC46kxv3AKKt2_MzDzhb8g6WzjyMbC2
3-0-0
3-0-0
Scale:1=1'
2
6.00 I12 1
,
1
7 '
1
1 ,
2x4 =
3
4
14-0 115-1 3-0-0
1-4-0 0-1-12 1-6-4
LOADING (psi) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.29 Ver1(TL) 0.00 3-4 >999 180
BCLL 0.0 - Rep Stress Incr YES WB 0.00 Horz(TL) -0.03 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 2=79/Mechanical,3=-81/Mechanical,4=219/0-3-8
Max Horz 4=62(LC 12)
Max Uplift 2=-64(LC 12),3=-81(LC 1),4w 92(LC 12)
Max Gray 2=83(LC 17).3=54(LC 12),4=219(LC 1)
FORCES. (Ib)-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=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left 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 psi 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 100 lb uplift at joint(s)2,3,4.
mont
A WARNING-Verify design parameters and READ NOTES ON MIS AND INCLUDED MITE(REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. wilt
Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MMak"
is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7PII Duality 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 38610
r
Job Truss Truss Type Oy Ply Lot 39 Paradise Preserve
T9814928
16-091413 J9 Jack-Open 1 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 S Apr 20 2018 MiTek Industries,Inc. Fri Nov 04 11:25:31 2016 Page 1
ID:Ou7nCV3A_IZ91dV329c881 yS20P-nZtbKAsrVzEoTC46kxv3AKKnS_IVDzhb8g6WzjyMbC2
I 5-0-0 I
5-0-0
Scale=1:17.0
2 1
8.00 12 5
ifi
1
31 ri
MI,.j1 II 11...11111.111.M.1111.1111111111
2x4= '/ 3
'/
4
I 1-4-0 1{r-12 5-0-0 I
1-4-0 0-'I-i2 3-6-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (Ioc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.04 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(TL) 0.03 3-4 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.06 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:16 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 2=133/Mechanical,3=-29/Mechanical,4=261/0-3-8
Max Horz 4=103(LC 12)
Max Uplift 2=107(LC 12),3=-29(LC 1),4=-86(LC 12)
Max Gray 2=139(LC 17),3=49(LC 12),4=261(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.16;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 4-11-4 zone;cantilever
left exposed;porch 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.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 100 lb uplift at joint(s)3,4 except(jt=lb)
2=107.
r
N
AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED*STEN REFERENCE PAGE IWI.7473 rev.wrov2015 BEFORE USE.
Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component.not •
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
Is always required for stability and to prevent colapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses end truss systema,see ANSUTPII 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 36610
Job r Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814929
16-091413 J10 Jack-Partial 3 1
Job Reference(optional)
TrussMart Buildng Components, Midway,GA 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:23 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881y820P-000aeRmgNW0xW TaGGmBre7UVIVSLKfQI0A4hByMbCA
3-7-8I 7-0-0
3-7-8 3-4-8
Scale=1:22.7
3 LI
6.00 FIT
1.5x4
B
2 2
7
1
31 w
- 11
2x4= E1 5
0
6 3x4 =4
I 1-4-0 12 7-0-0 I
1-4-0 04-12 5-6-4
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.10 5-6 >682 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.11 5-6 >602 180
BCLL 0.0 " Rep Stress Incr YES WB 0.07 Horz(TL) -0.10 3 n/a n/a
BCDL 10.0 Code F8C2014/TP12007 Matrix-S Weight:28 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 8-2-9 oc bracing.
WEBS 2x4 SP No.2
REACTIONS. (lb/size) 3=70/Mechanical,4=117/Mechanical,6=326/0-3-8
Max Horz 6=144(LC 12)
Max Uplift 3=-55(LC 12),4=-38(LC 12),6=-92(LC 12)
Max Gray 3=74(LC 17),4=128(LC 17),6=326(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-2=2721154
BOT CHORD 5-6=335/231
WEBS 2-5=-263/381
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 6.11-4 zone;cantilever
left 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 100 lb uplift at joint(s)3,4,6.
t 1
Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED AMEN REFERENCE PAGE 511.7473 rev.10/03/2015 BEFORE USE 1•
Design valid for use only with Wok.connectors.This design is based only upon parameters shown,and is for an Individual building component.not
a truss system.Before use,the building designer must verify the applicability of design parameters end 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 and permanent bracing MiTek"
is always required for stability and to prevent colapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-$9 and BCSI Building Component 8904 Parke East Blvd.
Safety Information avalabie from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 36610
Job , e Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814930
16-091413 J12 Jack-Partial 9 1
Job Reference(optional)
TrussMart Buiidng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:24 2016 Page 1
I D:Gu7nCV3A_1291dV329c881yS20P-UDyysnmS8ciLo882mgzHQOrYf09z64oyZX4weDdyMbC9
I 1-8-12 i 3-2-8 j
1.8-12 1-5-12
Scale=1:12.6
6.00 Eli- 2 ��,
n
d
11111111=11111.111111.11i
2x4= w 3
4
1 1-4-0 115 1 3-2-8
1-8-12l
1-4-0 01-1
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 3-4 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) 0.01 3-4 >999 180
BCLL 0.0 ' Rep Stress Inc/ YES WB 0.00 Horz(TL) -0.03 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:10 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 2=85/Mechanical,3=-72/Mechanical,4=220/0-3-8
Max Horz 4=66(LC 12)
Max Uplift 2=-68(LC 12),3=-72(LC 1),4=90(LC 12)
Max Gray 2=89(LC 17),3=51(LC 12),4=220(LC 1)
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=4.2psf;BCDL=6,0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left 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 100 lb uplift at joint(s)2,3,4.
1
5
--
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED 85TEK REFERENCE PAGE 8111-7473 rev.10/03/2015 BEFORE USE. to
Design valid for use only with MRek®connectors.This design is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use.the budding designer must verify the applicability of design parameters and properly incorporate this design into the overall
budding design.Bracing Indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek•
is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANsOTP11 Quality Criteria,DSB-119 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 36610
•
e
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814931
16-091413 J13 Jack-Partial 7 1
Job Reference(optional)
TrussMart Buildng Components, Midway.GA 8.010 s Apr 20 2016 MTek Industries,Inc. Fri Nov 04 11:25:25 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS2OP-zPW1(37n4v7TIIHdzNhofw34o ZHmpFCjmkfBl3yMbC8
I 2-1-0 I 3-7-8 I 5-2-0 i 7-0-0 1
2-1-0 1-6-8 1-6-8 1-10-0
Scale=1:22.2
3 ,�
6.00 12
3x4 II B 2
N
2
_t
MN
•
x4=
1Alt
i%
3x4= 0
O. 8
7 1.5x4 II
1-4-0 1 2 3-7-8 7-0-0 I
I
1-4-0 0�i2 2-1-12 l 3-4-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.11 4-5 >602 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.13 4-5 >502 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.05 4 n/a Na
BCDL 10.0 Code FBC2014/TPI2007 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, Except:
6-0-0 oc bracing:5-6.
REACTIONS. (lb/size) 3=119/Mechanical,48/Mechanical,7=326/0-3-8
Max Horz 7=144(LC 12)
Max Uplift 3=86(LC 12).4=-6(LC 12),7=-92(LC 12)
Max Gray 3=129(LC 17),4=86(LC 3),7=326(LC 1)
FORCES. (Ib)-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=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 6-11-4 zone;cantilever
left 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 100 lb uplift at joint(s)3,4,7.
4MI IM
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MVTEK REFERENCE PAGE/011-7473 rev.10/03/2015 BEFORE USE. hit
Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall
building design.Bracing indicated Is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing Milia lc'
is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPM Quality Criteria,DSBd9 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 36610
a I.
Job Truss Truss Type Oty Ply Lot 39 Paradise Preserve
T9814932
16-091413 J14 Jack-Open 2 1
Job Reference(optional)
TrussMart Buildng Components, Midway.GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:25 2016 Page 1
ID:Ou7nCV3AJZ91dV329c881 yS20P-zPWK37n4v7TflHdzNhofw34rBZJLpFCJmk(B13yMbC8
I 3-7.8 I 5-0-0
3-7-8 1-4-8
Scale=1:17.0
3 1
2x4 II 8
6.00 12
2
n 1
•3x4 = 4
, IAll
•1
iI _
2x4 = 6
F1/ 1.5x4 11
7
I 1-4-0 4-12 3-7-8 I 5-0-0 I
1-4-0 0-1-12 2-1-12 1-4-8
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.02 5 >999 240 MT20 2441190
TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.03 5 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:18 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0-0 oc bracing:5-6.
REACTIONS. (lb/size) 3=54/Mechanical,4=51/Mechanical,7=261/0-3-8
Max Horz 7=103(LC 12)
Max Uplift 3=-38(LC 12),4=-20(LC 12),7=86(LC 12)
Max Gray 3=62(LC 17),4=59(LC 17),7=261(LC 1)
FORCES. (Ib)-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=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 4-11-4 zone;cantilever
left 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 100 lb uplift at joint(s)3,4,7.
t I
MIMI
A WARNING-Verify design paramonws and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 ma.1WM3/2015 BEFORE USE. tor
Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall
building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek
Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSVTPIl Quality Criteria,DSB-$9 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 38610
I 4
Job Truss Truss Type Oty Ply Lot 39 Paradise Preserve
T9814933
16-091413 J15 Jack-Partial Girder 1 1
Job Reference(optional)
TrussMart Buddng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:26 2016 Page 1
ID:Ou7nCV3A 1Z91dV329c881yS20P-Rb4iGToigRbWNRC9x0KuTGd1OzcHYfCs_OPIIVyMbC7
2-10-05.8.0
I I
2-10-0 2-10-0
Scale:1/2"=1'
1.5x4 II
3
6.00 12 •
3x4
2
II
3x4
1
oteaIIIIIIIIIIIIIIIIIm
0 ' 5 8
8 6x8 = 4
2x4 I I 3x4=
I 2-10-0 i 5-8-0 I
2-10-0 2-10-0
Plate Offsets(X,V)- 15:0-3-8.0-4-01
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.01 4-5 >999 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.02 4-5 >999 180
BCLL 0.0 ' Rep Stress!nor NO WB 0.21 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.8-0 oc purlins,
BOT CHORD 2x6 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 6=856/0-3-8,4=909/Mechanical
Max Horz 6=110(LC 8)
Max Uplift 6=-213(LC 8),4=-313(LC 8)
FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-6=697/184,1-2=-959/235
BOT CHORD 4-5=293/839
WEBS 1-5=-189/867,2-5=-235/915,2-4=-1053/368
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=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;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.
5)Refer to girder(s)for truss to truss connections.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)
6=213,4=313.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)683 lb down and 215 lb up at
1-11-4,and 684 lb down and 215 lb up at 3-11-4 on bottom chord. The design/selection of such connection device(s)Is the
responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-3=-54,4-6=-20
Concentrated Loads(Ib)
Vert:7=-683(B)8=-684(B)
a WARNING-Vivify design panmetan and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 1111
Design valid for use only with MTekm connectors.This design Is based only upon parameters shown,and Is for an individual building component,not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall
building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
Is always required for stabdiry and to prevent colapse with possible personal Injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-a9 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 36610
C. 1
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814934
16-091413 M Monopitch 5 1
Job Reference(oationall
TrussMart Buadng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 0411:25:32 2016 Page 1
ID:Ou7nCV3A_1291dV329c881 yS20P-FiRzXW TF HMf5 MtJIfQ0XtsBOelyQx1(NKs3V9yMbC 1
7-4-0 {
7-4-0
Scale=1:17.1
1.5x4 I I
3
4.00 12
3x4
ri•••••• iiiolliIllillIllirl III
2
00 III
•1 3x4 % 10,1
0100
tri
III
b
2x4 = 2 4
3x4= 1.5x4 II
I 1-4-0 1. .-12 7-4-0 {
1-4-0 0-1-12 5-10-4
Plate Offsets(X,YI— 11:0-3-9.0-1-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lJd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.32 1-4 >268 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.32 1-4 >262 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:31 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins,
BOT CHORD 2x4 SP No.1 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 3-3-6
REACTIONS. (lb/size) 1=261/0-3-8,4=261/Mechanical
Max Horz 1=99(LC 12)
Max Uplift 1=-115(LC 9),4=138(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Enc.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 4-0-9,Interior(1)4-0-9 to 7-2-4 zone;cantilever left
exposed;porch 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.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 100 lb uplift at joint(s)except(jt=lb)
1=115,4=138.
•
I1
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 611-7473 rev.10/03/2015 BEFORE USE. N
• Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,note
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 budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 36610
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814935
16-091413 M1 Monopitch 3 1
Job Reference(optional)
TrussMart Buidng Components. Midway,GA 8.010 S Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:33 2016 Page 1
ID:Ou7nCV3A_IZ91dV329c881yS2OP-kx?Mkst50bUWjWEVrMyXFI06Yn dhtBub bc2cyMbCO
I 55-0
5-5-0
1.5x4 II Scale=1:16.8
3
4.00 ITT ,
7
3x452
8 oliti
1
1 rlI II
ilaillillillill111=11111 ll 13
5
3x8 II 4
1.5x4 II
I 5-9-8 I
5-9-8
Plate Offsets(X,Y1— [1:0-2-4.0-0-31
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.18 1-5 >382 240 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.16 1-5 >419 180
BCLL 0.0 - Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a nia
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S 1 Weight:24 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins,
BOT CHORD 2x4 SP No.2 except end verticals.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x4 SP No.2 2-9-1
REACTIONS. (lb/size) 1=208/Mechanical,4=189/0-3-8
Max Horz 1=91(LC 12)
Max Uplift 1=-119(LC 12),4=134(LC 12)
FORCES. (Ib)-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=101mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-10-13,Interior(1)3-10-13 to 5-3-4 zone;porch left
and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)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 100 lb uplift at joint(s)except(jt=lb)
1=119,4=134.
I
4
AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMO.7473 rev.1010312016 BEFORE USE. 1
Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component.not
a buss 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 IndMdual truepermanent web and/or chord members only.Additional temporary and bracing Mired('
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 buss systems,see ANSIRPII Quality Criteria,DSB-$9 and BCBI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 38810
, 4
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814936
16-091413 P PIGGYBACK 2 1
Job Reference(optional/
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MTek Industries,Inc Fri Nov 04 11:25:34 2016 Page 1
ID:Ou7nCV3A IZ91dV329c881yS20P-C8ZkyCujnucNLgphP4Tmoyy0iBRzOKyIgeLAa2yMbC7
1-11-15I 5-8-1 I 1 17�5
1-11-15 3-8-2
Scale•1:14.8
3x4 = 3x4=
8.00 RF 3 ,>‹, 5
8 2
d 31 1 2 ' 7 d
ii 0
177d
d
8
2x4= 3x8 II 2x4=
I 7-8-0 I
7-8-0
Plate Offsets(X.Y1-- (3:0-2-0.0.2-81,15:0-2-0.0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 6 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 7 n/r 120
BCLL 0.0 • Rep Stress Inc( YES WB 0.03 Horz(TL) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:21 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except
BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):3-5.
WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 2=141/5-8-12,6=141/5-8-12,8=204/5-8-12
Max Horz 2=-22(LC 10)
Max Uplift 2=-70(LC 12),6=-71(LC 12),8=45(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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)2,6,8.
7)N/A
8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
I I
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 061.7473 rev.10/03/2015 BEFORE USE. I
Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not
a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall
building design.Bracing indicated is to prevent buckling of indMidual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'
is always required for stability and to prevent collapse wbh possible personal injury and property damage.For general guidance regarding the
fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSIITPII Quality Criteria,DSB-a9 and BCSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 38810
b 4
Job Truss Truss Type Qty Ply Lot 39 Paradise Preserve
T9814937
16-091413 P1 PIGGYBACK 1 1
Job Reference(ootionall
TrussMart Buildng Components, Midway,GA 8.010 s Apr 20 2016 MiTek Industries,Inc. Fri Nov 04 11:25:34 2016 Page 1
ID:Ou7nCV3A IZ9IdV329d381yS2OP-CBZkyCujnueNLgphP4Tmoyy0IBRzi3K51geLAa2yMbC7
3-0- 4-7-9 7-8-0
I 30.7 I 1-7-2 I 3-0-7
Scare=1:14.8
3x4= 1.5x4 Ir 3x4 =
3 4 5
8.00 12
0
t
8
2 7
p••••••••••••• ..... .. . . Id
d
8
2x4= 1.5x4 II 2x4=
I 7-8-0 I
7-8-0
Plate Offsets(X.YH 13:0-2-0.0-2-81.15:0-2-0.0-2-81
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 n/r 120 MT20 244/190
TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) 0.00 7 n/r 120
BCLL 0.0 * Rep Stress Ina YES WB 0.02 Horz(TL) 0.00 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:22 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except
BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(6-0-0 max.):3-5.
OTHERS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 2=150/5.8-12,6=150/5-8-12,8=187/5-8-12
Max Horz 2=36(LC 11)
Max Uplift 2=-80(LC 12),6=-80(LC 12),8-19(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=39ft;eave=5ft;Cat.
II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and
forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)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)2,6,8.
7)N/A
8)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer.
9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
AWARNING•Verify design parameters and READ NOTES ON TIPS AND INCLUDED AITEK REFERENCE PAGE Yr•7473 rev.10/.3/2016 BEFORE USE. Ill'•
Design valid for use only with Wok,connectors.This design is based only upon parameters shown,and Is for an Individual building component not
a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall MiTek•
is always required for sbding design. tability and to indicated Is to prevent budding of prevent collapse with possible personal Injudividual truss web ry and property damage.For general d/or chord members only.Additional
u dance�rogardind g the a bracinganent
fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-9 and SCSI Building Component 6904 Parke Fast Blvd.
Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610
r
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ng buss a not elbwd.
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• •Brace Roof to stager.A,.F ar neh that ere,0peehd by Beams.No,,,towel bad,may N apple,to 7eo•sesta'
THl51S A TRUSS HLACEMLNT DIAGRAM ONLY.Tb Imams ere deugMd es ndvewl Dueenq comeonems to Do r^co•porasa
Customer:Springfield Builders N WM,<Ms,el tN'De earom neDmtrnd downs'Sae rna.wsusida'on"°°N for sad.lana,a11q°Ieeeteog on
IVIARir ;we ON 0110Rl bents its D Wag,,11900*a support 00,ela 0 0 tempoa10 end Wrmenen D 10 00 roe!ate II satam a0,
I/
�RUSS
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ewldnp closer.,For general waenee Hoardnq D*a'mp.wrwJl•Brarro o'wood m. tN.ugMue'•'m m°Truss elate Bev,*
Job: Lot 39 Paradise Preserve 5W 000NO Dwe.Medacn WI S3179
Model:Tupelo
BUILDING Elan Court
Shop Drawing Approval
170 Court Designer:LJS .15 LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS MCHITCCTURAL OR
Midway,GA 31320
OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECENED BEFORE ANY TRUSSES Will SE
BUILT.VERITY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.
Office: (912)884-4094 Loading:2010710/10
0 Toll Free:(888)789-8165 Spacing:24"o.c. Date: Approved By:
Fax: (912)884-9506 O #: 16-091413
Orrderder#: 16-091413