115 DONNER RD - TRUSSES 11=111111 .
Els Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
FILE CCT
MiTek .
RE: 150823 - Elite Homes 150823 MiTek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa,FL 33610-4115
Customer Info: Elite Homes Project Name: Duplex Model: Donner rd duplex
Lot/Block: . Subdivision: .
Address: Donner Rd.
City: Atlantic Beach State: Fl.
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014/TPI2007 Design Program: MiTek 20/20 7.6
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: 55.0 psf
This package includes 33 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rulgst o ti z z
Truss Name Date ? u t =
� , =
NO. Seal# Truss Name Date No. Seal# = r W
1 f 17126098 Al 6/3/015 18 17126115 JI 6/3/015 E o m
2 17126099 1B1 '6/3/015 19 17126116 J2 _ 6/3/015 i g -= d = E ° ° J
E v E m p F" • a
3 17126100 62 6/3/016 20 17126117 J3 6/3/015 u
4 17126101 ICI 6/3/015 21 17126118 J4 6/3/015 v' ° .-
o s � o o cn :
5 17126102 D1 16/3/015 22 17126119 J5 6/3/015 0 0 „ v it cc cc L�' CC
6 17126103 Fl 6/3/015 23 17126120 J6 6/3/015 " o = ' '- LL
7 17126104 F-1 6/3/015 24 17126121 J7 6/3/015 =3 ° " cc ° Qo
8 T7126105 F2 6/3/015 25 T7126122 J8 6/3/015 c = = .E 0 0 0
CD a .v '2
9 17126106 F3 6/3/015 26 17126123 J9 6/3/015 Z a s iv u o
10 17126107 F4 6/3/015 27 17126124 K 6/3/015
11 17126108 G1 6/3/015 28 17126125 LD 6/3/015 j o 6 o z° w
12 17126109 H 6/3/015 29 17126126 M 6/3/015 o °° 2 o w z
13 17126110 HJ1 6/3/015 30 17126127 M1 6/3/015 cn =z= ° Ed > -"LL La
Z u a tj > > 0 w -J-�
114 T7126111 HJ2 6/3/015 31, 17126128 M2 6/3/015 I o = o o o-
QI =O 6 cc cc Q cD Q Z
15 17126112 HJ3 6/3/Q5
132 T7126129 M3 A/3/015 I z H a ii a m N o
16 T7126113 I 6/3/015 33 1 T7126130 I N1 16/3/015 a r o : a a z y j„c
17 _177126114 1J 6/3/015 0 ❑ m
The truss drawing(s)referenced above have been prepared by MiTek �.�`t I Al a,i,i'.�
Industries, Inc. under my direct supervision based on the parameters ���` "P A. 44 i,.,
provided by TrussMart Bldg Compts, LLC. /,' ..'\,\G,E•N Sc ''•92.',
Truss Design Engineer's Name: Albani, Thomas :• Aro • 39 :0
My license renewal date for the state of Florida is February 28,2017. _ * '• �r
IMPORTANT NOTE:Truss Engineer's responsibility is solely for :13'•, STATE OF W
design of individual trusses based upon design parameters shown :p,�•.•,c P •. 44/
on referenced truss drawings. Parameters have not been verified �,, •. . O R t O•••�\�,�
as appropriate for any use. Any location identification specified is ��'iSS/O N Al-E�%`�
for file reference only and has not been used in preparing design. '',,/111,,,�1�
Suitability of truss designs for any particular building is the
responsibility of the building designer, not the Truss Engineer, FL Cert. 6634
per ANSI/TPI-1, Chapter 2.
June 3,2015
Albani,Thomas 1 of 1
, i ,
Job Truss Truss Type Oty I Ply Elle Homes 150823
17126098
150823 Al Hip Girder 2
2 Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.820 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:07 2015 Page 1
ID:XnFZgYK49vOVfLB1K6g4lkzA2xS-HVk2sN_slS7vviEH_YxtXHWpdSg_FaWNOv0F3k5zA_sY
I
1-10-8 I 5-6-14 1 9-5-0 13-3-2 t 16.11.8 I 18-10-
1-10-8 3-8-6 3-10-2 3-10-2 3-8-6 1.10-8
Scale=1:32.4
6.00 112 10x14 MT2OHS% 10x14 MT2OHS C
4x8 • 4x8 =
408=
2 17 3 18 19 4 20 21 5 22 6
_AL 1111111.11.111111111M71.11.11111.1. 171.111,11=0..11.1.F4111,..
ad Fr. PM
8 ►��
�2 t2 24 25 26 11 27 28 10 29 30 31 32 9 33 34 35 3x8=
3x8= 4x4= 7x10 MT2OHS= 404=
I 1-10-8 1 5-6-14 I 9.5.0 I 13-3-2 I 16-11-8 1 18-10-0 1
1-10-8 3-8-6 3-10-2 3-10-2 3-8-6 1-10-8
Plate Offsets(X,Y)— 11:0-8-0,o-0.131.12:0-9-12,0-1-121,13:0-3-8,0.2-01,15:0.3-8,0.2-01.16:0.9-12,0-1-121.17:0-8-0.0.0.131,110:0-5-0,0.5-01
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.47 10 >476 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -1.10 10 >205 180 MT2OHS 187/143
BCLL 0.0 ' Rep Stress Ina NO WB 0.75 Horz(TL) 0.15 7 nib n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:195 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2'Except* TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins.
2-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing.
BOT CHORD 2x6 SP SS
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 1=3778/0-5-8,7=3587/0-5-8
Max Harz 1=22(LC 35)
Max Uplift 1=-949(LC 8),7=-958(LC 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=-7777/1924,2-17=-7455/1851,3-17=7455/1851,3-18=-14432/3522,
18-19=-14432/3522,4-19=14432/3522,4-20=14233/3562,20-21=-14233/3562,
5-21=14233/3562,5-22=-7383/1932,6-22=-7383/1932,6-7=-7694/2002
BOT CHORD 1-23=1711/6921,1-12=1710/6917.12-24=3507/14432,24-25=-3507/14432,
25-26=-3507/14432,11-26=-3507/14432,11-27=-4282/17577,27-28=-4282/17577,
10-28=-4282/17577,10-29=-4282/17577,29-30=-4282117577,30-31=-4282/17577,
31-32=-4282/17577,9-32=-4282117577,9-33=-3532/14233,33-34=-3532/14233,
34-35=-3532/14233,8-35=-3532/14233,7-8=-1764/6853
WEBS 2-12=-796/3402,3-12=-7216/1739,3-11=-338/1694,4-11=3246/853,4-10=-233/1348. IA.„t011111//ii,.��
4-9=-3451/772,5-9=-320/1657,5.8=-7085/1704,6-8=-827/3347 ,��� PS AN. q� �/# •
NOTES- • � F� • -p•o
1)2-ply truss to be connected together with 100(0.131"x3")nails as follows:
Top chords connected as follows:2x4-1 row at 0-7-0 oc. No 3938Q...
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. * : .e • *.”"
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: r -
connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. -• 'n.s..- :'ir
3)Unbalanced roof live loads have been considered for this design. ) ( ."`•,- rSr ATE •
4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; .0
MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 l 0 R 1 o �\,..`
5)Provide adequate drainage to prevent water ponding. �,,S- .......•.��
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. ,'��IF,,, ri A� ���,
8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=949, FL Cert. 6634
7=958.
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. June 3,2015
a WARNING-VMry design pararmfws end READ NOTES ON 719S AND INCLUDED IW TEK REFERANCE PAGE P 11-7473 nsv.0211&2015 BEFORE USE.
Design void for use only with M1ek connectors.This design is bused only upon parameters shown.and is for on individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of bulldog designer-not truss designer.Bracing shown 11111 1
is for lateral support of isdiaiduol web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek'
erector.Additional permanent bracing of the overol structure is the responsibility of the budding designer.for general guidonce regarding
fabrication.quality control.storage.delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria,056.89 and BCSI Building Component 8904 Parke East Blvd.
Solely Information avoiobte from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610
a 1 r 1
Job Truss Truss Type Qty Ply Elite Homes 150823
17126098
150823 Al Hip Girder 2 2
Job Reference(Qptionall
TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.820 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:07 2015 Page 2
ID:XnFZgYK49vQVfLB1K6g4tkzA2x S-HVk2sN slS7vwEH YxtXHWpdSg_FaWNOv0F3k5zA_sY
NOTES-
11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)59 lb down and 33 lb up at 1-10-8,59 lb down and 33 lb up at 3.11-4,59 lb
down and 33 lb up at 5-114 59 lb down and 33 lb up at 7-11-4,59 lb down and 33 lb up at 9-5-0,59 lb down and 33 lb up at 10.10-12,59 lb down and 33 lb up at 12-10-12,
and 59 lb down and 33 lb up at 14-10-12,and 59 lb down and 33 lb up at 16-11-8 on top chord,and 628 lb down and 176 lb up at 0-4-12,31 lb down and 81 lb up at 1-10-8,
628 lb down and 155 lb up at 2-4-12,8 lb down and 14 lb up at 3-11-4,628 lb down and 135 lb up at 4-3.4,8 lb down and 14 lb up at 5-11-4,628 lb down and 135 lb up at
6-1-4,8 lb down and 14 lb up at 7-11-4,628 lb down and 135 lb up at 8-1-4,8 lb down and 14 lb up at 9-5-0,628 lb down and 135 lb up at 10-1-4,8 lb down and 14 lb up at
10-10-12,628 lb down and 135 lb up at 12-1-4,8 lb down and 14 lb up at 12-10-12,628 lb down and 155 lb up at 14-1-4,8 lb down and 14 lb up at 14-10-12,628 lb down
and 176 lb up at 16-1-4,and 31 lb down and 81 lb up at 16-10-12,and 628 lb down and 192 lb up at 18-1-4 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(ptf)
Vert:1-2=-60,2-6=-60,6-7=-60,1-7=-20
Concentrated Loads(lb)
Vert:2=28(F)6=28(F)12=52(F)4=28(F)10=9(F)8=52(F)16=628(B)17=28(F)18=28(F)19=28(F)20=28(F)21.28(F)22=28(F)23=628(B)24=-628(B)25=9(F)
26=-628(B)27=-619(F=9,B=-628)28=-619(F=9,8=-628)29=-628(B)30=9(F)31=628(B)32=9(F)33=-628(B)34=9(F)35=-628(B)
A WARNING•Vitrify design panmetars and READ NOTES ON THIS AND INCLUDED MITEIL REFERANCE PAGE MU•7473 rev.02/16/2015 BEFORE USE.
Design valid for use only with Mitch connectors.This design is based only upon barometers shown,and is for on individuol building component.
Applicability of design parameters and proper incorporation of component is responsblity of building designer-not truss designer.Bracing shown
is for lateral support of individuol web members only.Additional temporary bracing to insure stoblity during construction is the responsibility of the MiTek'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding
fabrication.quality control,storage.delivery.erection and bracing.consult ANSI/TPI1 Quality Criteria.DSS-89 and SCSI Building Component 8904 Parke East Blvd.
Safety Information avoilable from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810
, >, a f
Job Truss Truss Type Qty Ply Elite Homes 150823
17128099
150823 81 Half Hip 2 1 IJob Reference(ootional)
TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:07 2015 Page I
ID XnFZgYK49vOVfLB1K6g4tkzA2xS-HVk2sN_slS7vwEH YxtXHWpkDg7vaVSOv0F3k5zA_sY
F— 5-3-12 I 10$8 _— f 16-4-0 I
5-3-12 5-2-12 5-9.8
6x6= 2x4 II Scale v 1:35.4
3 14 15 4
6.00 r
3x4% 13
2
- 0
Ad,yjy�f 1
T —■ a n 1e Cs
C 7.' B 7 6 0
3x4= 5
354=
1.5x4 II 3x4 = 3x4 =
3x8 II
I 5-3-12 I 10.8.8 1 16-4-0 I
5-3-12 5-2-12 5-9-8
Plate Offsets(X,Y)— 11:0.3-O.Edge1.(1:0-0-0.0.1-41,(3:0.3-0,0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.03 5-6 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.09 5-6 >999 180
BCLL 0.0 • Rep Stress Incr YES VVB 0.81 Horz(TL) 0.02 5 nla n/a
BCDL 10.0 Code FBC20141TPI2007 (Matrix-M) Weight:91 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins. except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation gmItd_e._
REACTIONS. (lb/size) 5=648/0-3-8,1=648/Mechanical
Max Horz 1=276(LC 12)
Max Uplift5=-216(LC 12),1=-172(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-12=1028/250,2-12=934/264,2-13=-604/137,3-13=-542/163
BOT CHORD 1-8=-431/938,7-8=-431/938,6-7=-431/938,5-6=202/493
1 WEBS 2-6=-502/271,3.6=581401,3-5=6711276
NOTES-
1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-6-8,Exterior(2)10-6-8 to 14-9-7 zone;C-C ,``111111!/1 j�l
for members and forces&MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��� S Q• /��
2)Provide adequate drainage to prevent water ponding. %� � '9� �i�
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � Q G•E•N S•,•B9 ���
' 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 ; ""••' EC` •, /1,•fit between the bottom chord and any other members. , • ,
5)Refer to girder(s)for truss to truss connections. . i O 3938 .- A,
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)5=216, : 'k •
•
1=172. — i
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. '• .
7.13:-. - T TE '•
'1hi11111111111`
FL Cert. 6634
June 3,2015
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE Mr1-7473 rev.021167015 BEFORE USE.
Design valid for use only with Weil connectors.This design is bosed only upon parameters shown.and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek-
ereetor. Additional permanent bracing or the overall structure a the responsibifty of the building designer.For general guidance regarding
fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/TH1 Qualify Criteria.055.89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.781 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Tampa.FL 33810
r 3 1 e
Job Truss Truss Type ,Qty Ply Elite Homes 150823
T7128100
150823 82 Hail Hip 2 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:08 2015 Page 1
ID:XnFZgYK49vQVIL81 K6g4tkzA2xS-IilQ3j?U WmFmY0sB6e0mpjMvY4T8JydX8g?cGXzA_sX
-1-6-0 I 5-9-4 I 11-0-0 i 18.9.8 I
1-6-0 5-9-4 5.2.12 594
8x6= 2x4 I I Scale=1:36.9
4 15 18 5
OF Y
6.00 12
3.41-- 14
3
13
2 Y
i i11.1(..--iii
=� s 8 7 e
3x4 = 6
354= 1.5x4 II 3x4 = 304=
I 5-9-4 I- 11-0-0 I 18-9.8 I
5-9-4 _ 5-2-12 5-9-8
Plate Offsets(KY)- 14:0-3-0.0-2-01
LOADING(psf) SPACING- 2-0-0 CSI. . DEFL. in (lac) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.04 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.09 6-7 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.81 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:94 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide,
REACTIONS. (lb/size) 2=774/0-5-8,6=652/0-3-8
Max Horz 2=323(LC 12)
Max Uplift2=-238(LC 12),6=-214(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-13=-1057/227,3-13=1002/253,3-14=-609/136,4-14=-546/161
BOT CHORD 2-9=-467/1036,8-9=422/957,7-8=422/957,6-7=-200/496
WEBS 3-7=-520/263,4-7=-57/406,4-6=675/273
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wlnd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; `01 f f f 111ff.
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 11-0-0,Exterior(2)11-0-0 to 15-2-15 `��� S A i•I
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •% -^P / •,
3)Provide adequate drainage to prevent water ndin �� '.` ........ A'
q 9 Po 9 0 Ci E N S e9 -�I
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A. s,\ 6'. ,
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. ,.N-O. 3938 .2- ':.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=238, Z * :
6=214. 4 ~'
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. = �:�.-'>___ '' y
0.�. . -• •'�∎
;`J-' ""-�1'ATE r--- :(v
'.... .NAl� %0
FL Cert. 6634
June 3,2015
I
a WARNING-Vestry design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE All-7473 rev.02116-2011 BEFORE USE.
Design void for use only with Mlek connectors.This design a based only upon parameters shown.and is for on individual building component.
Applicability of design parameted and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for laterd support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the i A Frei(erector.Additional permanent bracing of the overai structure is the responsibility of the building designer.For general guidance regarding
fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/T►Ii Qualify Criteria,DS11-8/and SCSI lauding Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.781 N.lee Street.Suite 312,Alexorsdria,VA 22314. Tampa,FL 33810
1
, 5 4 a
Job Truss Truss Type Qty Ply Elle Homes 150823
17126101
150823 Cl I-$ALF HIP 4 1
Job Reference footionall
TRUSSMART BUILDING COMPONENTS, Medway,GA,31320 7.620 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:09 2015 Page 1
ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-DuroH3 O6H4Nd9YQNfMw?MxuyGUkG2UdhMKk90 zA_SW
I -1.60 } 4-9.4 I 9-0-0 16-9-8
1.6-0 4-9-4 4-2-12 7-9-8
Scale=1:32.9
5x8=
. 3x8=
4 13 14 15 5
1
6.00 Fir
1.5x4 J
3
•a
12
2 so m -9
' ►� e 7
3x8= 3x4= 6
3x4= 2x4 II
I 9-0-0 I 18-9-8 I
9-0-0 _- 7-9-8
Plate Offsets(X.Y)- 12:0-2-0,Edael,14:0-6-0,0-2-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.09 6-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.63 Vert(TL) -0.22 6-8 >898 180
BCLL 0.0 • Rep Stress Incr YES WB 0.44 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:86 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-7-5 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
installation guide.
REACTIONS. (lb/size) 6=651/0-3-8,2=774/0-5-8
Max Horz 2=270(LC 12)
Max Uplift6=-205(LC 9),2=-246(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-12=1062/312,3-12=1018/332,3-4=-797/226,4-13=-693/264,13-14=-693/264,
14-15=-693/264,5-15=-693/264,5-6=-615/291
BOT CHORD 2-8=-456/1044
WEBS 3-8=-307/239,5.8=-288/755
NOTES-
1)Unbalanced roof live loads have been considered for this design. `,11111 1 1111,,,
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; ,�� S A. i1/
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-13 to 1-5.3,Interior(1)1-5-3 to 9-0-0,Exterior(2)9-0-0 to 13-2-15 •• OP........AIZ 'e,
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��� •0 - E N . '9 .,
3)Provide adequate drainage to prevent water paroling. �`r•••\,\ F �_,.•4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. ,
5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will Z• • 1'v O 3938 _- • -.r
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)6=205, • • ( s-
2=246.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. J -1'"-T E .•tif Z:
i
FL Cert. 6634
June 3,2015
■ ■
a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.02/162018 BEFORE USE.
1.
Design void for use only with MiTek connectors.This design is based only upon parameters shown.and is for on individual building component.
Applicability of design parameters and wooer incorporation of component is responsibility of building designer-not tans designer.Bracing shown MI
is for lateral support of individual web members any.Additional temporary bracing to insure stability Wring construction is the responsibility of the MiTek'erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication.qualify control.storage.delivery.erection and bracing.consult ANSI/TPII Qualify Criteria.056-89 and ICSI building Component 8904 Paste East Blvd.
Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa-FL 33810
I 8 a a
Job Truss Truss Type Qty 'Ply Elite Homes 150823
T7128102
150823 01 Had Hip Girder 4 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.620 s Apr 30 2015 MiTek Industries,Inc. Wed Jun 03 1311:10 2015 Page 1
ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-h4PBUP1k1NVUni7Z03REv8REYu6hnshgb UjLQzA_sV
I -1-6-0 I 3-11-4 i 7-0-0 i 11-9-0 I 16-9-8 I
1-6-0 3-11-4 3-0-12 4-9-0 5-0-8
Scale a 1:31.1
64 = 1.5x4 II 3x8=
4 14 15 5 16 17
6.00 12 3x4
3
erok
AVir—
2 r E
1 13.11 71 10 9 18 19 20 21
358= 2x4 II 4x8= 3x4= 4x12=
2x6 II
I 3-11-4 1 7-0-0 I 11-9-0 I 16-9-8 I
3-11-4 3-0-12 4-9-0 5-0-8
Plate Offsets(X,Y)— (4:0-3.0,0-2-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ltd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.08 8-9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.14 8-9 >999 180
BCLL 0.0 • Rep Stress Incr NO WB 0.71 Horz(TL) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 I (Matrix-M) Weight:105 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc puffins, except
BOT CHORD 2x6 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing.
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size) 7=1562/0-3-8,2=1276/0-5-8
Max Horz 2=218(LC 8)
Max Uplift7=-712(LC 8).2=-537(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-2297/966,3-4=-2099/942,4-14=-1551/701,14-15=-1551/701,5-15=-1551/701,
5-16=-1551/701,16-17=-1551/701,6-17=-1551/701,6-7=-1249/598
BOT CHORD 2-11=-979/2027,10-11=-979/2027,9.10=979/2027,9-18=-859/1803,18-19=-859/1803,
8-19=-859/1803
WEBS 3-9=-270/186,4-9=-358/856,4-8=-312/195,5-8=-393/279,6-8=-843/1864
NOTES- `11111111111//
1)Unbalanced roof live loads have been considered for this design. 0��` S A ///
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; ``� P .q�e//�
MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 � 0 G E N S•• '9 eo
3)Provide adequate drainage to prevent water ponding. „``Z'.••\.� cc••.•gi.i•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 -930 ..1U..50 _— --,„.
fit between the bottom chord and any other members. ` *; —r
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except lb 7=712, -
( Y ) 9P P 9 P 1 O P U= ) �'���
2=537. -'E). `r.'_' •'
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - -II:. t
8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)69 lb down and 66 lb up at 7-0-0, TATE E
69 lb down and 66 lb up at 9-0.12,69 lb down and 66 lb up at 11-0.12,69 lb down and 66 lb up at 13-0-12,and 69 lb down and 66 lb SOT•..,� P•.• �;
up at 15-0-12,and 69 lb down and 66 lb up at 16-7-12 on top chord,and 522 lb down and 291 lb up at 7-0-0,150 lb down and 84 lb up # 4 p R \v • \ �%
at 9-0-12,150 lb down and 84 lb up at 11-0-12,150 lb down and 84 lb up at 13-0-12,and 150 lb down and 84 lb up at 15-0-12,and 'e N-61 61•••••••••• ■`C, •
150 lb down and 84 lb up at 16-7-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. //tin'0 NA 1-% ��`
9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i11111 j j 11111
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 FL Cert. 6634
June 3,2015
A WARNING•Wally design paranratera and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 661-7473 rw.02111'2015 BEFORE USE.
Design valid for use only with MTek connectors.This design is based only upon parameters shown,and s for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of buiding designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during constructions the responsibility of the MiTek.
erector. Additional permanent bracing of the overall structure s the responsibility of the building designer.for general guidance regarding
fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/T►N Quality Gillette.958.89 and SCSI Budding Component 6904 Parke East Blvd.
Solely Information available horn Inns Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610
AI
I
I I a
'Job Truss Truss Type Qty Ply ENe Homes 150823
17128102
150823 D1 Half Hlp Girder 4 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.820 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:10 2015 Page 2
ID'XnFZgYK49vOVfLB1 K6g41kzA2xS-h4PBUP1 k1 NVUni?ZD3REv8REYu6hnshgb_UjLQzA_sV
LOAD CASE(S) Standard
Uniform Loads(plf)
Vert:1-4=-60,4-6=-60,2-7=-20
Concentrated Loads(lb)
Vert:7>150(B)9=522(6)4=-24(B)6=-24(B)14=-24(B)15=-24(B)16=-24(B)17=24(B)18=150(B)19=-150(B)20=150(B)21=-150(B)
1 I
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED**TEA REFERANCE PAGE M147473 rev.0211612015 BEFORE USE.
•
Design valid for use only with Mnek connectors.This design is based only upon parameters shown.and is for on individual building component.
Applicablity of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �'re
erector.Additional permanent bracing of the overall structure Is the responsibifty of the building designer.For general guidance regardng
fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TM1 Qualify Criteria.058.89 and SCSI Building Component i 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33810
4 4 4
Job Truss Truss Type Oty Ply Elite Homes 150823
17126103
150823 Fl Floor Supported Gable 4 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.820 s Apr 30 2015 MITek Industries,Inc.Wed Jun 03 13:31:11 2015 Page 1
ID XnFZgYK49vQVfLB1 K6g4tkzA2xS-9HzZhl1 MohdLPsalnnyTRM_SOIZU W J5_geDGtszA_sU
0.48 0-x;8
Scale=1:28.7
3x3=
1 2 3 4 31 5 6 7 32 8 9 10 33 11 34 12 13 14\_• •• •• •• •• ••, •• •• •• S S
r • •• •e •a e •e •e •e •e • e
4? r s+
U e - 0 e • a • • 0 • •
28 27 28 25 24 23 22 21 20 19 18 17 18 15
3x3 = 3x3= 303=
I 16.10-0
{
18.10-0
Plate Offsets(X,Y)— j1:Edge,0-0-121,129:0-1-8,0-0-121,(30:0-1-8,0.0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 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 0.06 Horz(TL) 0.00 15 n/a n/a
BCDL 5.0 Code FBC2014/TP12007 (Matrix) Weight:82 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, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SP No.3(flat)
REACTIONS. All bearings 16-10-0.
(lb)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,24,22,21,19,18,16 except 26=270(LC 1),
25=254(LC 1),23=254(LC 1),20=255(LC 1),17=264(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 3-26=-256/0,12-17=250/0
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)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
6)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 ``0%111111/ill,/
be attached to walls at their outer ends or restrained by other means. `‘� PS A. q �I,
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 lb down at 2-5-13,141 lb down ,v�0� • �e �,,
at 4-5-13,141 lb down at 6-5-13,141 lb down at 8-6-9,141 lb down at 10-6-9,and 141 lb down at 12-6-9,and 142 lb down at 14-4-5 � s>. •'•\G•E•N S•,z..-1,, #,,
on top chord. The design/selection of such connection device(s)is the responsibility of others. . A.•.• \.' '.•
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 3938 Q,-••
LOAD CASE(S) Standard - :,.
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 - — -
Uniform Loads(plf) •A = ;.CC-
' .0 :_' ATE • ; LU
Vert:15.28=-10,1-14=-100 � �-,
Concentrated Loads(lb) 0.•••Is • 4/�
Vert:3=-142(B)6=-141(B)9=-141(B)31=-141(B)32=-141(B)33=-141(B)34=-142(B) i, �s•4 0 R ,V *�\� �
FL Cert. 6634
June 3,2015
r
A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI47473 rev.02/14/2015 BEFORE USE. •
Design valid for use only with Mlek connectors.The design is based only upon parameters shown.and is for on individual building component. 1111
Applicobiity of design parameters and proper incorporation of component a responsibility of building designer-not truss designer.Bracing shown
is for loterol support of individual web memben only.Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek'
erector. Additional permanent bracing of the overall structure a the responsibilty of the building designer.For general guidance regarding
fabrication.quality control.storage.dekvery.erection and bracing.consult ANSI/1911 Qualify Criteria,051.89 and SCSI Building Component 6904 Parke East Blvd.
Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
j a a a
Job Truss Truss Type Oty Ply Etke Homes 150823
17128104
150823 F-1 FLOOR 44 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.820 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:11 2015 Page 1
ID:YXyctxvxyLlZj7PXOhkBTT2Abyk-9HZZh1lMohdLPsalnnyTRM OvILTWIr_geDGtszA_sU
0-1-8
H f— 1-5-0 -_1 1-7-0—i 2-6-0 I 0148
Sate=1:32.8
1.5x4 = 1.5x4 II
4x8 II 6x8= 3x4 = 3x6= 1.5x4 II 34= 1.5x4 II 3x6= 1.5x4 =
1 2 3 4 5 6 7 8 9
•
ILMI&4118 li:l .�i- �..
. ►4
15 1 13 12 11
3x3= 4x8= 4x8= 300= 3x10 = 3x6=
1.8-0 1 19-0-0 I
1-8-0 17.4-0
Plate Offsets(X,Y)-- 11:0-1-8,0-0.61.12:0-1-8,Edoel.114:0-1-8.Edae1.116:0-1-8,0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Weil Ltd PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.19 11-12 >999 480 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.27 11-12 >752 360
BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.05 10 n/a n/a
BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 10=788/0-3-8.14=2768/0-3-8
Max Gray 10=896(LC 4),14=2768(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-2=0/1879,2-3=-650/1360,3-4=-647/1360,4-5=-2561/322,5-6=-2561/322,
6-7=-2377/0,7-8=-2377/0
BOT CHORD 13-14=-1877/0,12-13=-791/1845,11-12=-41/2711,10-11=0/1478
WEBS 8-10=-1664/0,8-11=0/1020,6-11=-379/208,6-12=-398/0,5-12=-254/0,4-12=0/1041,
4-13=-1590/0,2-14=-1242/0,2-13=0/1637,1-14=-2410/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
,,111 f 1�+
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 `‘I� 'I,,/
be attached to walls at their outer ends or restrained by other means. ‘0._t,FN.- A• q /,
5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1500 lb down at 0-1-8 on top chord. ., n\s,'...E,6/ .'& ''••
The design/selection of such connection device(s)is the responsibility of others. %% .r .• \ S
6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). : N' �••...ri•
No 3938 __- -
LOAD CASE(S) Standard .- * :
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 _.----
s'
Uniform Loads(p8) 7. �:
Vert:10-15=-10,1-9--100 _
�1- - ATE
Concentrated Vert: Loads(lb) O•••Vert:1=-1500(F) r(
/ �s,< 0 R 1.0. c.,\,.••
FL Cert. 6634
June 3,2015
/
A WARNING-Verify design paranr•tars and READ NOTES ON THIS AND INCLUDED FMK REFERANCE PAGE 611.7473 ray.02/16/2015 BEFORE USE.
Design valid for use only with MiTek connectors.bit design is based only upon parameters shown.and is for an individual budding component.
Applicability of design parameters and proper incorporation of component is responsibility of bung designer•not truss designer.Bracing shown
is to lateral support of individuoi web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek•
erector.Additional permanent bracing of the overoN structure is the responsibility of the building designer.For general guidance regarding
fabrication qualify control.storage.delivery.erection and bracing.consult ANSI/TPI1 Qualify Crit rla,DS1.1/and 1CSI Bolding Component 6904 Parke East Blvd.
Safety Information ovalabte from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tamps.FL 33610
a e a a
Job Truss Truss.Type Qty Ply Elite Homes 150823
17128105
150023 Fz Floor 20 1 Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:12 2015 Page 1
ID:XnFZgYK49v0VfLB1K6g4tk7A2xS-dTXxv52_Z4IC009yLUTi ZWX_hicFu0721zpPJzA_sT
0-1-8
H I 1-3-0 i 1 0.10.0 1 1 1-10-0 1 I 0-10-8 1 0- 8
Sca a=1:29.0
1.5x4 II 1.5x4 II
1.5x4 = 4x4= 1.5x4 I I 1.5x4 i 1 4x4= 1.5x4 =
1 2 3 4 5 6 7 8 9 10
•
/Nivrp•••mpri 9 B. �� •• •. i7 20
i L ... •• ... I
IPA 17 18 15 14 13 12 a
3x6 = 4x4= 4x4= 3x6=
I 2-9-0 I 5-3-0 I 7-4-8 7.010 8.5-0 1 9-4-0 a� 11-7-0 I 14-1-0 I 18-104 I
2-9-0 2-60 2-1-8 &I.8 0.110 0.11-0 0-14 2-1-8 2-6-0 2-9-0
Plate Offsets(X,Y)— 11:Edge,0.0.121.119:0.1-8.0-0-121.120:0-1-8,0.0-12]
LOADING(psf) I SPACING- 2-0-0 CSI. DEFL. In (lac) 1/defl lid PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.15 14-15 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(TL) -0.23 14-15 >851 240
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.06 11 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) 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, except
BOT CHORD 2x4 SP No.2(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (lb/size) 18=906/0-5-8,11=906/0-3-8
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-144510,3-4=-2323/0,4-5=-2722/0,5-6=-2722/0,6-7=-2722/0,7-8=-2323/0,
8-9=-1445/0
BOT CHORD 17-18=0/858,16-17=0/2005,15-16=0/2619,14-15=0/2722,13-14=0/2619,12-13=0/2005,
11-12=0/858
WEBS 5-15=-299/40,6-14=-299/40,2-18=-1211/0,2-17=0/872,3-17=833/0.3-16=0/472,
4-16=-441/0,4-15=-119/481,9-11=-1211/0,9-12=0/872,8-12=833/0,8-13=0/472,
7-13=-441/0,7-14=-119/481
NOTES-
001111111i 1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated. '
4)Recommend l2x6 strongbacks,on edge,sp cedrat 10-010 oc and fastened to each trusslwith 3-10d(0.131'X 3")snails. Strongbacks to ����`_�t�PS A. ,q ''�.,
be attached to walls at their outer ends or restrained by other means. ,s� �\v`••Ci•E i J' < ,',
. ;
* •
NO 3938 1._—•
Jr
-,41 • - :CC
II • �--5 ATE • —..."44/4/.?
,''1/,S�ONA�� .�.
FL Cert. 6634
June 3,2015
0 WARPING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IMTEK REFERANCE PAGE 8111.7473 rev.02/112015 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon porameten shown.and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek'
erector.Additional permanent bracing of the overoa structure is the responsibility of the building designer.For general guidance regarding
fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/TPI I Quality Criteria.050.8•and BCD Building Component 6904 Parke East Bled.
Safety Information available from Truss Plots Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
r
Job Truss Truss Type Qty -Ply Elite Homes 150823
77128106
150823 F3 Floor 12 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7620 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:13 2015 Page 1
ID:XnF2gYK49vQVfLB1K6g4tkzA2xS.6f5J6Q3dKIu3e9k8uC xWn3hs53C KzHHyiNxIzA_sS
0.1.8
H F 1-5-0 1 10-10-8 1 13-0 1 I 140-0 11 0-14-6 I 0-}148
Scale:341"41'
15x4 II 1.5x4 II
1.5x4 = 448= 354= 1.5x4 II 3x8= 1.544 =
1 2 3 4 5 6 7 8 9 10
"NV Per
1 fII/ �II 22
I
aell ea,,�_"I._ee
-ee_�II-��ee
20 , 18 17 18 15 14 13 12 P2
3x6= 4x4= 3x4= 1.544 I I 3x6= 348=
11-14
I 14-0 1-410 2-94 I 534 I 7-94 1 9-24 1 101.0 1 11-0-0 11 134.4 I 15-94 I 186-0 I
1.6-0 0-1141-0-0 2-6-0 2-6-0 1-4-8 0-11-0 0-11-0 2.14 2-6-0 2-9-0
0-14
Plate Offsets(X,Y)— (1:Edae,0-0-121.121:0-1-8,0-0-121.122:0-1-8.0-0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP
TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.15 13-14 >999 360 MT20 244/190
TCOL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.23 13-14 >876 240
BCLL 0.0 ' Rep Stress lncr NO VVB 0.29 Horz(TL) 0.04 11 n/a n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:1031b 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, except
BOT CHORD 2x4 SP No.1(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 11=856/0-3-8,19=1562/0-5-8
Max Gray 11=863(LC 4),19=1562(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 20-21=-490/0,1-21=-489/0,2-3=-115/387,3-4=1401/0,4-5=-2181/0.5-6=-2467/0,
6-7=-2467/0,7-8=-2165/0,8-9=-1362/0
BOT CHORD 19-20=-57010,18-19=-577/0,17-18=-161/870,16-17=0/1905,15-16=0/2467,
14-15=0/2467,13-14=0/2418,12-13=0/1884,11-12=0/815
WEBS 2-19=-1527/0,2-20=0/770,5-16=-616/0,4-16=0/495,4-17=-759/0,3-17=0/800,
3-18=-1122/0,2-18=0/1034,9-11=-1150/0,9-12=0/813,8-12=-776/0,8-13=0/418,
7-13=-376/0,7-14=232/382
NOTES-
1)Unbalanced floor live loads have been considered for this design. ,,11111 f f�,'
2)All 3) Semirigid pitchbreaks including the s"Member end fixity model was used in the analysis and design of this truss. ���,` PS A. q �''�,,
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 %% • le �,
be attached to walls at their outer ends or restrained by other means. `� sO••\C E•N S 1,• T,1 •',•5)CAUTION,Do not erect truss backwards. . '`
Nvo 3938•__ —
LOAD CASE(S) Standard * :•
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00
Uniform Loads(plf) =.15-:-i ` _ ��
Vert:11-20=-10,1-10=-100
Concentrated Loads(lb) �"j- - -S1 AT E •
Vert.1=-423 c
'O'��.s.< 0 R \•O P • ,
FL Cert. 6634
June 3,2015
_ '
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED PATER REFERANCE PAGE M1.7473 rev.0L16/2015 BEFORE USE.
Design volid for use only with Mitch connectors.This design is bused only upon parameters shown.and is for on individual building component.
Applicability of design parameters and proper incorporation of component is responsbility of building designer-not tans designer.Brocing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the
erector.Additional permanent bracing of me overall structure u the responsibility of the building designer.For general guidance regarding
MiTek*
fabrication.Quality control.storage.defrvery,erection and txaeng.consult ANSI/IPII Quality Criteria.DS8-89 and ICSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexorv3rb.VA 22314. Tampa,FL 33610
■
I 4 a a
Job Truss Truss Type Oty Ply Elite Homes 150823
17128107
150823 F4 Floor 10 1
Job Reference(gptionall
TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 71320 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:13 2015 Page I
ID:XnF2gYK49vOVfL81K6g4tkzA2xS-6f5J6Q3dKIu3e9k8uC xWn3f253F_L7HHyiNxIzA_sS
0-1.8
. F 1-5-0 I I 1-3-0 I 1 0-8-4 1 i 1-1040 1 1 1-2-12 1
Scale o 1:25.6
1.5x4 II
1.5x4 = 3x6 = 4x4= 1.5x4 I I 1.5x4 I I
1 2 3 4 5 6 7 8 9
8
IrArAIAii a. •• ON r
77 Z� 15 14 13 12 11 a
3x6= 3x6= 4x4 = 1.5x4 I!
1-8-0 1-p}8 6.4.4 61127442 8-3-12 9-8-0 12-2-0 14-9-8
1-8-0 0--i 8 8
2-7-8 i
1-11-4 0-16 0-11.0 1 0-11 -0 1 1-4-4 i 1 2-6-0 2-7-8
Plate Offsets(X,Y)— 11:Edoe,0-0-121.(14:0-1-8,Edae],(18:0-1-8,0.0-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Ltd PLATES GRIP
' TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 Vert(LL) -0.11 12-13 >999 360 MT20 244/190
TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(TL) -0.17 12-13 >933 240
BCLL 0.0 Rep Stress Ina NO W8 0.22 Horz(TL) 0.02 10 nla n/a
BCDL 5.0 Code FBC2014/TPI2007 (Matrix) Weight:82 lb FT=20%F.11%E
LUMBER- BRACING-
TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 2x4 SP No.1(flat) end verticals.
WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS. (lb/size) 10=648/0-3-8,16=1375/0-5-8
Max Gray 10=656(LC 4),16=1375(LC 1)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 17-18=-490/0,1-18=-489/0,2-3=0/572,3-4=-626/192,4-5=-1335/0,5.6=-1335/0,
6-7=-1361/0,7-8o-942/0
BOT CHORD 16-17=-572/0,15-16=-359/196,14-15=-1711087,13.14=0/1335,12-13=0/1335,
11-12=0/1291,10-11=0/575
WEBS 5-14=-430/0,2-16=-637/0,2-17=0/770,3-16=-989/0,3-15=0/651,4-15=-701/0,
4-14=0/720,8-10=-833/0,8-11=0/546.7-11=519/0
NOTES-
1)Unbalanced floor live loads have been considered for this design.
2)All plates are 3x3 MT20 unless otherwise indicated. 0"11111/11/'
3)"Semi-rigid 4)Recommend l2x6 t ngbacksin including spacedrat 10-0-0 oc and fastened to each truss with 3-10d(0.01131"Xr3')snails. Strongbacks to �.%% p„S A. 4 ''".,
be attached to walls at their outer ends or restrained by other means. �� 0\v,••........ .4e ",/
5)CAUTION,Do not erect truss backwards. ��'*.�\G E N 6'.•-^/
LOAD CASE(S) Standard 3938
1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 . * : • *'•~;
Uniform Loads(plf) �'
Vert:10-17=10,1-9=100 = /.•
Concentrated Loads(Ib) ` . - = ..Cr
< :,,,t
iii:
1=-423 �"3' 's 7`AT E�
,. 5-, t.. ' �� �
, O N A� 0
FL Cert. 6634
June 3,2015
1 •
A WARNING-Verify design parametan and READ NOTES ON TINS AND INCLUDED MITEK REFERANCE PAGE 01147473 rev-02/16/2015 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. 1111
Applicability of design parameters and proper incorporation of component is responsibility of butdng designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibrikty of the M iTe k•
erector.Additional permanent bracing of the overol structure is the responsibility of the building designer.For general guidance regarding
tobdcotion.quality control.storage.delivery,erection and tracing,consult ANSI/TPII Quality Cdleda,MB-89 and SCSI Building Component 8904 Parke East Blvd.
Safety Information ovotoble front Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810
4 r
Job Truss Truss Type Oty Ply EMe Homes 150823
17128108
150823 G1 Hay Hip 4 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.820 5 Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:14 2015 Page 1
ID:XnFZgYK49vOVBLB1 K6g4tkzA2xS-arfhKm4F5c0vGJJKSVVA3_cwdVRAjhyOWCSvUBZA_sR
I 6-3-12 I 12-6-8 I 16-4-0 I
6-3-12 6-2-12 3-9-8
6x8= 1.5x4 I I Scale=1:41.3
3 13 14 4
%i
6.00 fil
12
1.5x4 \\
2
11
1
N7
888 Y Ei
7 6 15 18 =,
5
3x4= 3x4=
3x4= 3x4=
348 I I
I 8-042 I 16-4-0 I
8-042 8-3-4
Plate Offsets(X.Y)- (1:0-3-O,Edae],11:0-0.0.0-1-41.13:0-3-0.0.2-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (lac) Udefl Lid PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.18 5-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.36 5-7 >546 180
BCLL 0.0 ' Rep Stress lncr YES WB 0.69 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:89 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing.
WEDGE MiTek recommends that Stabilizers and required cross bracing
Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer
Installation WAR-
REACTIONS. (lb/size) 5=647/0-3-8,1=647/Mechanical
Max Horz 1=328(LC 12)
Max Uplift5=-258(LC 12),1=-156(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-11=-1029/208,2-11=-917/225,2-12=-892/219,3-12=-813/250
BOT CHORD 1-7=-437/947,6-7=153/328,6-15=153/328,15-16=153/328.5-16=-153/328
WEBS 2-7=-420/327,3-7=232/745,3-5=-646/320
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=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
4,S 111111111/�F
MWFRS(envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-8,Exterior(2)12-6-8 to 16-2-4 zone;C-C A /��for members and forces 8 MWFRS far reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � Az ',3)Provide ade uate drains a to revent water ondin �• ........
q 9 prevent ponding. ∎ GENs••.--rj ice
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �O•\.,\
6` .
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. -No' 3938 ._-
6)Refer to girder(s)for truss to truss connections. -- * •/ •/ ,+
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 258 lb uplift at joint 5 and 156 lb uplift at _ �.•t- -Y_-_ -:--
joint 1. _. �'�
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -0 STATE :•
i 4C/
, �S.. 0R \•0• 0• .%
FL Cert. 6634
June 3,2015
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.02/162015 BEFORE USE.
Design valid for use only with Weis connectors.this design is based only upon parameters shown.and is for on individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown T
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the 1Te
erector.Additional permanent bracing of the overall structure is the responsibilty of the building designer.For general guidance reaming
fabrication.Quality control.storage.delivery.erection and bracing.consult ANSI/TPI1 Qualify Winks.DSa-89 and SCSI 8uading Component 8904 Parke East Blvd.
Safety Intormaton available from Truss Plate Institute.781 N.lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610
. m e •
Job Truss Truss Type Oty Ply Eike Homes 150e23
17128109
150823 H Hall Hp 2 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.020 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:15 2015 Page 1
ID:XnFZgYK49vQVILB1K6g4tkzA2xS-22D4X64tsw8mtTuX0d1PcC83Uvn8SDJZIGBUOdzA_5-Q
I-1-0.0 I 7-10-14 I 15-0-0 15-10-01
1-0-0 7-10-14 7.1.2 0-10-0
Scale=1:34.2
4x8 = 1.5x4 II
4.00 12
5 14 6
Illi�1
w r
3x4"-=-10011
13
3x4% 4
to
3 11..1 r
i
12
2 ■ ■w■
r Y
d ea l4
3x4= 1.5x4 II 4x8 7
I 7-10-14 I 15-10-0 I
7-10-14 7-11-2
I -
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.10 7-8 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.27 7-8 >698 180
BCLL 0.0 • Rep Stress Ind YES WB 0.36 Horz(TL) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:79 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracing.
WEBS 1 Row at midpt 3-7
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide. -
REACTIONS. (lb/size) 7=603/0-3-8,2=715/0-5-8
Max Horz 2=285(LC 8)
Max Uplift 7=-252(LC 8),2=-249(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-12=-1394/480,3-12=-1097/259
BOT CHORD 2-8=-687/1569,7-8=-422/1097
WEBS 3.8=0/337,5-7=-387/319,3-7=-1094/411
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 15-0-0,Exterior(2)15-0-0 to 15-8-4 `,� 111111/1111
zone;C-C for members and forces 8,MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ���8 S A, //
2)Provide adequate drainage to prevent water ponding. ``�O.A P........A1 i,�
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \v` i
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 • �`.. \"ENS 6•s'9 �0
fit between the bottom chord and any other members. &
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 252 lb uplift at joint 7 and 249 lb uplift at * • fur O 3 938 . . t-.
joint 2.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. • ' J
- • E -lJF'-_ L1J.
) ' S TATE Vr
FL Cert. 6634
June 3,2015
■
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED h9TEK REFERANCE PAGE MIt.7473 rev.02/16/2015 BEFORE USE. •
Design valid for use only with MTek connectors.This design is based only upon pororneters shown.and is for on individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of buldng designer-not truss designer.Bracing shown
Is for lateral support 01 individual web members only.Additional temporary bracing to insure stablity during construction a the responsibility of the MiTek'
erector.Additional permanent bracing of the overal structure is the responsibility of the building designer.For general gudonce regarding
fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/TPI1 Qualify CrIfeda,058-89 and 8C51 Building Component 8904 Parke East Blvd.
Safely InfolmaBOn available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33810
r
, • s
Job Truss Truss Type sly Ply Elite Homes 150823
77128110
150823 HJ1 Diagonal Hp Girder 4 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.820 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:18 2015 Page I
ID'XnFZ9YK49vOVfLB1 K6g4tkzA2xS-WEmSIS5VdDGdVdTjaKYe8PhGbJ9lBhDjzwx1 Y4zA_sP
•2.1.7 I 5-1-3 -- i — 9-9.5 {
2-1-7 5-1-3 4.8.1
4 Scale=1:23.7
14 -
13
4.24 12 3x4
3
12 00
11
2 I_I 1..1111.1. 1.1111...d1..111
�
1 r 15 16 7 17 8
2 x 8•• 1.5x4 I I 304=5
i 5-1-3 I 9-8-10 91.5
5-1-3 4-7-7 _ 0.0-11
1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (toc) 1/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.10 6-7 >999 180
BCLL 0.0 • Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:42 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation quide_
REACTIONS. (lb/size) 4=135/Mechanical,2=428/0-7-6,5=263/Mechanical
Max Horz 2=225(LC 4)
Max Uplift4=-97(LC 4),2=-182(LC 4),5=80(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-11=-625/321,11-12=-535/234,3-12=-539/197
BOT CHORD 2-15=-375/580,15-16=-265/531,7-16=-265/531,7-17=-265/531,6.17=265/531
WEBS 3-6=-5791289
NOTES-
1)Wnd:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone;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 `,` 11 �l,
fit between the bottom chord and any other members. `�� S A. /��
4)Refer to girder(s)for truss to truss connections. �� \V`P.„•, �� �j
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 4,182 lb uplift at joint 2 `�� G E N B9�i�
and 80 lb uplift at joint 5. `,`�... \• SF••.•,
6)"Semi-rigid pitchbreaks including heels”Member end fixity model was used in the analysis and design of this truss.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)73 lb down and 88 lb up at 1-6-1, /-SS 0 3938 9 -
73lb down and 88 lb up at 1-6-1,82 lb down and 69 lb up at 4-4-0,82 lb down and 69 lb up at 4-4-0,and 99 lb down and 111 Ib up at Z * 7"--.
r • ' a
7-1-15,and 99 lb down and 111 lb up at 7-1-15 on top chord,and 2 lb down and 50 lb up at 1-6-1,2 lb down and 50 lb up at 1-6-1,10.7 : _ _ , s '
lb down and 14 lb up at 4-4-0,10 lb down and 14 lb up at 4-4-0,and 24 lb down and 5 lb up at 7-1-15,and 24 lb down and 5 lb up at r k, - -7-1-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. r - .
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O.• -57-AT E • J
LOAD CASE(S) Standard ��Tc•�••401:10) ..P`••����
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 0 l)f 1 ••••••••••• .\C?
��,
Uniform Load 1-4=-60,5 8=-20 •iti�O N A� ,��`
Concentrated Loads(Ib)
Vert:11=55(F=27,B=27)12=46(F=23,B=23)13=-51(F=-25,B=-25)15=58(F=29,B=29)16=5(F=3,B=3)17=-32(F=-16,B=16)
FL Cert. 6634
June 3,2015
11 ■
A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED M77EK REFERANCE PAGE MIF7473 rev.02/152015 BEFORE USE. •
Design void for use only with MTek connectors.This design 4 based only upon porametters shown.and is for on individual building component. Ml
Applicability of design porameten and proper incorporation of component is responsibility of buildng designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additionol temporary bracing to insure stabtity during construction is the responsibility of the MiTek'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication quality control.storage.delivery.erection and bracing.consult ANSI/U41 Quality Cdteda,051.89 and ICS'Building Component I 8904 Parke East Blvd.
Safety Inlormalon available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33610
1
a Job a a Truss Truss Type Qty Ply Elie Homes 150823
T7126111
150823 HJ2 Diagonal Hip Girder 4
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:16 2015 Page 1
ID:XnFZgYK49VQVILB1 K6g4tkzA2xS-WEmSIS5VdDGdVdTjaKYe8PhHeJFtBIFjzwx1 Y4zA_sP
-2.1-7 2-6-5
2.1.7 2-65
Scale n 1:10.2
3
)
8 1
4.24
2
yre
9 4
1
2s8=
2.65
2.65
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.01 4-7 >999 180
BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:11 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins.
SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=11/Mechanical,2=222/0-7-6,4=-18/Mechanical
Max Horz 2=99(LC 4)
Max Uplift3=-41(LC 19).2=153(LC 4),4=-46(LC 19)
Max Gray 3=38(LC 22),2=222(LC 1),4=40(LC 22)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-8=-363/373
BOT CHORD 2-9=-402/374
NOTES-
1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone;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. \\III 11►///
3)Gable studs spaced at 2-0-0 oc. `�\\ S A. A
/��
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� 1 ••
`
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � Q\� G E N,• siS
fit between the bottom chord and any other members. ��,•'�,� �`'•,�
6)Refer to girder(s)for truss to truss connections. i
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 3,153 lb uplift at joint 2 Nv O • -�.
and 46 lb uplift at joint 4. * :/
8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ./ ,'
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)73 lb down and 88 lb up at 1-6-1, =. -- l� •,
and 73 lb down and 88 lb up at 1-6-1 on top chord,and 2 lb down and 50 lb up at 1-6-1,and 2 lb down and 50 lb up at 1-6-1 on bottoms .
chord. The design/selection of such connection device(s)is the responsibility of others. S TAT E
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0 •'
LOAD CASE(S) Standard 'i.5',ss R�•' \�,`��
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 /// ON A\.- - %%
Uniform Loads(pit) //11111111\\\\\
Vert:1-3=-60,4-5=20
Concentrated Loads(Ib)
Vert:8=55(F=27,B=27)9=58(F=29,B=29) FL Cert. 6634
•
June 3,2015
A WARHIND-leafy design parameters and READ NOTES ON THIS AND INCLUDED A#TEK REFERANCE PAGE 811•7473 rev.02111/2015 BEFORE USE.
Design volid for use only with Mite's connectors.This design is based only upon porometers shown.and Is for on individual building component.
Applicability of design parameters and proper incorporation of component a responsibility of buiding designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek.
erector. Additional permanent bracng of the overall structure is the responsibility of the building designer.For general guidance regarding
lotxicotiion.quality control.storoge.delivery.erection and bracing.consult ANSI/TM1 Qualify Cr teda.DS11-89 and SCSI Sullding Component 8904 Parke East BIvl.
Safety Information ovaiable from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandra.VA 22314. Tampa,FL 33610
. • r •
Job Truss Truss Type 'Oty Ply Elite Homes 150823
77128112
150823 HJ3 Diagonal Hip Girder 2 1
Job Reference foplionall
TRUSSMART BVILDING COMPONENTS. Midway.GA.31320 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:17 2015 Page 1
ID:XnFZ9YK49v0VfLB1 K6g4tkzA2xS-_OKgyo670XOU7n2v713thdERaiVcw8gsCZga5WzA__s0
I -1-5-0 I 5.3.9 I 9-9-5 I
1-5-0 5-3-9 4-5-11
Stale=1:21.1
a A
to ,
2.83 12
13
3x4
3
12
11
2 r Y I
NM
►P 15 18 7 17 8
3x4=
1.5x4 it 5
5.3.9 I 9-84 9- 5
_.. 5-3-9 4-4-14 013 _
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.04 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.10 6-7 >999 180
BCLL 0.0 • Rep Stress Ina NO WB 0.30 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:39 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 4=134/Mechanical,2=318/0-7-6,5=267/Mechanical
Max Hors 2=138(LC 19)
Max Uplift 4=-77(LC 4),2=-140(LC 4),5=-54(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-11=-747/248,11-12=-781/239,3-12=-744/228
BOT CHORD 2-15=-270/739,15-16=-270/739,7-16=-270/739,7-17=-270/739,6-17=-270/739
WEBS 3-6=-775/283
NOTES-
1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone;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 `‘v1111111/1/'
4)Refer to girder(s)for chord and any other
truss connections.mbers. ``,0� PS A 4 I''.,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 77 lb uplift at joint 4,140 lb uplift at joint 2 %��0'..•........• �e '�i�
and 54 lb uplift at joint 5. ; 1`••'\,\ S�•. 74/
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)64 lb down and 75 lb up at 1-6-1, ..N 0 39380..- ,;.
64 lb down and 75 lb up at 1-6-1,77 lb down and 61 lb up at 4-4-0,77 lb down and 61 lb up at 4-4-0,and 89 lb down and 96 lb up at * : •
7-1-15,and 89 lb down and 96 lb up at 7-1-15 on top chord,and 47 lb up at 1-6-1,47 lb up at 1-6-1,7 lb down and 14 lb up at 4-4-0,T' --f .
lb down and 14 lb up at 4-4-0,and 22 lb down and 4 lb up at 7-1-15,and 22 lb down and 4 lb up at 7-1-15 on bottom chord. The --A" �rX
design/selection of such connection device(s)is the responsibility of others. ��d
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). t: ATEA— • :��
LOAD CASE(S) Standard %� •4 Q P• \�`�1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 , S'' R `•.41
•����S Uniform Veil 1-4=-60,5-8=-20 .,��N �E,``�
Concentrated Loads(lb)
Vert:11=150(F=75,B=75)12=42(F=21,B=21)13=-51(F=-26,B=-26)15=50(F=25,B=25)16=6(F=3,B=-3)17=-39(F=-20,
B=-20) FL Cert. 6634
June 3,2015
•
A WARNING-Vadfy design parrmtara and READ NOTES ON 178S AND INCLUDED MITER REFERANCE PAGE 1111-7473 rev.0211012015 BEFORE USE. •
Design valid for use only with Mlek connectors.This design is based only upon parameters shown.and is for an individual building component. I
Applicability of design parameters and proper incorporation of component is responsbility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsiblity of the
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek'
fabrication.quality control.stowage.delivery.erection and bracing.consult ANSI/1111 Quality Criteria,D5B-89 and BCSI Banding Component 8904 Parka East Blvd.
�� Safely Informalon available from Truss Plate Institute-781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810
. . a •
Job Truss Truss Type Qty Ply Elide Homes 150823
T7126113
150823 I Half Hip 2 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway,GA.31320 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:18 2015 Page 1
ID:XnFZgYK49vQVILS1K6g4tkzA2xS-SduC987I9rWLkxc6hla6Dgmcs6pxfbgOROQ6dyzA__sN
-1-0-0 I 6-10-14 13-0-0 15-10-0
I 1
1-0-0 6-10-14 6-1-2 2-10-0
Scale=1:30.7
6x6= 1.5x4 II
4 13 5
. e B
4.00 12
12
1.5x4 •■
3
N
n
11
5 2
d ►33 7
3x4 = 3x4= 6
3x4 =
I 8.7.1 f 15-10-0 I
8.7.1 _ 7-2-15
Plate Offsets(X,Y)— [2:0-2-0,Edge1.(4:0-3.0.0-2-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.07 7-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.20 7-10 >931 180
BCLL 0.0 • Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:76 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=711/0-5-8,6=606/0-3-8
Max Horz 2=251(LC 8)
Max Uplift2=-256(LC 8),6=-246(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-11=-1271/339,3-11=-1127/355,3-12=-965/255,4-12=910/276
BOT CHORD 2-7=-496/1406.6-7=-153/338
WEBS 3-7=462/310,4-7=-212/759,4-6=-628/299
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-9 to 1.11-7,Interior(1)1-11-7 to 13-0-0,Exterior(2)13-0-0 to 15-8-4 ,, 11 I 1 /1,
zone;C-C for members and forces&MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ���`•• A q/i,�
2)Provide adequate drainage to prevent water ponding. ``:O_n •••••• • �e/��
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. % \`1`
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 �� •r •••,%G E N S••••'9 ��
fit between the bottom chord and any other members. o� ••• ••,`i
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 256 lb uplift at joint 2 and 246 lb uplift at Z• No 39380 s -
joint6. * : "•-•
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. - :
"•'.0 • - ../._'_- :'hr.
• ���_ -`-STATE '14/•
/1 8/0 0 N A�1��``
.,
FL Cert. 6634
June 3,2015
■ 1
A WARPING-Vary design parameters and READ NOTES ON TIES AND INCLUDED MTEK REFERANCE PAGE Mil-7473 rev.02/18/2015 BEFORE USE. •
Design void for use only with MiTek connectors.This design is hosed only upon parameter shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure nobility during construction is the responsibility of the
erector.Additional permanent bracing of the overol structure is the responsibility of the building designer.For general guidance regarding MiTek'
i fabrication.quality control.storage.delivery,erection and bracing.consult ANSIRPI1 QuoMy Criteria,DSS-89 and SCSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plote Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810
• ' A
Job Truss Truss Type Qty Ply Elke Homes 150823
17126114
150823 J Half Hp 2 1
Job Reference lgptionall
TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7420 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:18 2015 Page 1
ID:XnFZgYK49vOVILB1 K6g4tkzA2xS-SduC987 19rvvLkxc6hla6Dgmex6pofY80RDO8dyzA_sN
-1.0-0 5-10-14 11-0-0 15-10-0
i I i I
1.0-0 5-10-14 5-1-2 4-10-0
Scale=1:29.4
6x6 = 1.5x4 II
4 13 14 15 5
o
._
>00 12 �s
1.5x4 i� 12
N 3
►
K.
=g 7
3x4= 6
3x4=
354=
I 8-2-2 I 15.10-0 I
8-2-2 7-7-14
Plate Offsets(X,Y)-- (4:0-3-0,0-2.81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.08 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.22 6-7 >873 180
BCLL 0.0 • Rep Stress Incr YES VVB 0.49 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 i (Matrix-M) Weight:74 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-1 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
_Installation guide.
REACTIONS. (lb/size) 2=708/0-5-8,6=610/0-3-8
Max Harz 2=216(LC 8)
Max Uplift 2=-263(LC 8).6=-238(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-11=-1300/398,3-11=-1265/414,3-12=-993/264,4-12=-948/282
BOT CHORD 2-7=-521/1241,6-7=-243/582
WEBS 3-7=-424/286,4-7=102/544,4-6=-712/307
NOTES-
1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 11-0-0,Exterior(2)11-0-0 to 15-2-15 .011111111
zone;C-C for members and forces&MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ���-�^ S A. i///
2)Provide adequate drainage to prevent water ponding. ``� \V`P•.......q� ///
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ( • G E B //
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 ■ '" r,,\ SAC 7i4,
fit between the bottom chord and any other members. i
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 263 lb uplift at joint 2 and 238 lb uplift at ry 0 3 938Q_ -•. ;.
joint 6. E *. •;-4-,
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. � i _
�'_
■ .1'-S1 ATE — •
//////S��N A` �`NN
. �
FL Cert. 6634
June 3,2015
t
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED BVTEK REFERANCE PAGE 861-7473 rev.02/16/2015 BEFORE USE. __
Design void for use only with MTek connectors.This design is based only upon parameters shown.and is for on individual building component. iill
Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of ndividual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the M iTe k•
erector.Additional permanent bracing of the overas structure is the responsibility of the building designer.For general guidance regarding
fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/TPl1 Qualify Creeda,051.89 and SCSI 8ulldIng Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa.FL 33610
Job Truss Truss Type Oty Ply Elite Homes 150823
17128115
150823 J1 Jack-Open 4 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.820 5 Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:19 2015 Page 1
ID:XnFZgYK49v0V(LB1 K6g4tkz42xS-wpSaNU8Nw8eCM4BIFS5Lm2JsBWIN0679ft9h9PzA_sM
-1-0-0 1-0.0 I
1-0-0 1-0-0
Scale=1:62
3
2 4.0011
■m" 4
i■BAM
2x4=
F - 1.0.0 1
1.0.0
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 5 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180
BCLL 0.0 • Rep Stress Ina YES 1A08 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 (Matrix-M) Weight:5 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=10/Mechanical,2=129/0-5-8,4=3/Mechanical
Max Horz 2=41(LC 8)
Max Uplift3=-4(LC 12),2=-95(LC 8)
Max Gray 3=10(LC 3),2=129(LC 1),4=10(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MV/FRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.0psf 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. `0111 1111 i"
4)Refer to girder(s)for truss to truss connections. ���‘ S A, l,,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4 lb uplift at joint 3 and 95 lb uplift at joint 2. ``‘ _A P •q4 ,.,
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. , ••G'E'N e
No 39380 _
•
* :/
.r� -5'TATE O '
r'SS�0 N Av- „o`�.
'li11111110-
FL Cert. 6634
June 3,2015
1 /
A WARNING•Verity design parameters and READ NOTES ON P15 AND INCLUDED WEB REFERANCE PAGE Mil-7473 rev.0V111/2015 BEFORE USE. •
Design valid for use only with Mgek connectors.This design is based only upon parameters shown.and is for on individual building component. 1111 Applicability of design parameters and proper incorporation of component o responsibility of building designer-not truss designer.Bracing shown
is for loterol support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M iTe k'
erector.Additional permanent bracing of the overall structure h the responsibgty of the building designer.for general guidonce regarding
fabrication.quality control.storage.delivery.erection and bracing,consult ANSIff%1 Quality Criteria,DSS-89 and SCSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 3t2.Alexandria.VA 22314. Tampa.FL 33810
s 2 s
Job Truss Truss Type City Ply Ellie Homes 150823
17128118
150823 J2 Jack-Open 4 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.820 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:20 2015 Page 1
ID:XnFZgYK49vOVfLB1K6g4 tkzA2xS-O?Ozag80hSm3 EmUpAcaJFslxwes7ZFIuXvFhrzA_sL
I -1-0-0 1 3-0-0 I
1 1-0-0 3-0-0
Scale=1:9.8
Refer to MiTek"TOE-NAIL"Detail for connection to 3
supporting carrier truss(typ all applicable Jacks on this job)
4 00 112 8
Vl .
N
2
b
•
14 '
4
...._______------------------------------- W.-
2x4=
I 3-0-0 ___I
3-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.01 4-7 >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-M) 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=64/Mechanical,2=202/0-5-8,4=32/Mechanical
Max Horz 2=75(LC 8)
Max Uplift 3=-44(LC 12),2=104(LC 8)
Max Gray 3=64(LC 1),2=202(LC 1),4=45(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=101 mph;TCDL=6.0psf,BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 2-11-4 zone;C-C for members and forces
&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. `�, I f h I f i�,
4)Refer to girder(s)for truss to truss connections. �� /�
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 lb uplift at joint 3 and 104 lb uplift at joint ```%O-(�Q�S q<e 1,',
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. , ',,•V\........E N S):- •• /;
% NO 3938x_ - ,
* — - �'
• . `�
.•..el ATE • :4C/:
, fc*'•. 0 R 19.•'�\��%
FL Cert. 6634
June 3,2015
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED INTER REFERANCE PAGE 6111.7473 rev.0218/2015 BEFORE USE. wean
Design valid for use only with Mick connectors.This design is based only upon parameters shown.and is for an individual building component.
Applicablity of design parameters and proper incorporation of component a responsibiity of building designer-not truss designer.Brocing shown
e for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the tesponsiblllity of the
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidonce regarding MITek'
fabrication.Quality control.storage.delivery.erection and bracing.consult ANSI/Tell Quality Cleerlo,051-89 and SCSI Building Component
Solely Information available from Truss Rote Institute.781 N.Lee Street. Tampa.Suite 312.Alexandrio.VA 22314. 6904 a East Blvd.
pe,.FL 33810
• ■ a .
Job Truss Truss Type Qty Ply Elite Homes 150823
17126117
150823 J3 Jack-Open 4 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:20 2015 Page 1
ID.XnFZgYK49vOVtL81K6g4tkzA2xS-0?OzagBOhSm3 EmUpACaJFs?Owc17ZFIuXVFhrzA_sL
l -1-0-0 f 5-0-0
1-0-0 5-0-0
• Scale=1:13.2
3
4.00 12
yr 8
2
d 1
4
2x4=
I 5-0-0 I
5-9-0
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.02 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.04 4-7 >999 180
BCLL 0.0 • Rep Stress Ina' YES WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=110/Mechanical,2=299/0-5-8,4=48/Mechanical
Max Horz 2=110(LC 8)
Max Uplift3=-79(LC 12),2-132(LC 8)
Max Gray 3=110(LC 1),2=299(LC 1),4=76(LC 3)
•
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-8=-598/346
BOT CHORD 2-4=-470/691
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 4-11-4 zone;C-C for members and forces
&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,1111 111111j�
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 `�`‘ S A, /��
fit between the bottom chord and any other members. ��OI�P••,.. ��e�i
4)Refer to girder(s)for truss to truss connections. ��
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3 and 132 lb uplift at joint ` �`••'�\G E N S- .• //.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. For O 3 938 -
11 lO- STATE f :W:•
- cc" OR1.......
FL Cert. 6634
June 3,2015
o WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/1612015 BEFORE USE.
Design valid for use only with Mitch connectors.This design is based only upon parameters shown.and is for on individual budding component.
s
Applicability of design parameters and proper incorporation of component responsbility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M iTe k'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/1111 Quality Criteria,DS11-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33810
I
Job Truss Truss Type Oty Ply Elite Homes 150823
77128118
150823 J4 Jack-Partial 10 1
Job Reference(og6onal)
TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.620 5 Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:21 2015 Page 1
ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-tCaLoA9eSmuwcOLgMt7prT06?KVLsOVS7Be0EHzA sK
I -1-0-0 I 7-0-0 I -
1-0-0 7-0-0
Seale=1:16.5
3
10 ri
4.00
in
n' 9
N r
8 v N
N
2
u1
at V
4
2x8 =
I- 7-p.0 I
7.0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.06 4-7 >999 240 MT20 2441190
TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.16 4-7 >513 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:23 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-1 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
j MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=156/Mechanical,2=399/0-5-8,4=63/Mechanical
Max Horz 2=145(LC 8)
Max Uplift3=114(LC 8),2=-163(LC 8)
Max Gray 3=156(LC 1),2=399(LC 1),4=106(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-8=-1229/547
BOT CHORD 2-4=-736/1438
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 6.11-4 zone;C-C for members and forces
&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
201 7 f 1 f g 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 `�� S Q, ��•�fit between the bottom chord and any other members. `NOP.••••• A<A,i,
4)Refer to girder(s)for truss to truss connections. •N �j 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 3 and 163 lb uplift at `� .r•• .\C E N S�•.'9A 'i•joint2. •Nil
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9'i 0 39389.x. ---
* jam` _
' , S O N l G `�.
FL Cert. 6634
June 3,2015
A WARMNG-Verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE PN1.7473 rev.02/16/2015 BEFORE USE.
Design void for use only with Mick connectors.This design is Dosed only upon parameters shown.and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction the responsibility of the MiTek.
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/TIl1 Quality Criteria,DSI.89 and ICSI goading Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33810
4 I S •
Job Truss Truss Type Qty Ply EIle Homes 150823
n12e119
150823 J5 Jack-Partial 24 1
Job Reference(o06ona11
TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:21 2015 Page 1
ID:XnFZgYK49vOVILB1 K6g4tkzA2xS-tCaLoA9eSmtzwcOLgMt7prT05oKvFsOVS7BeoEHzA__sK
I -1-60 I 3-7-8 I 7-0-0
1$0 3-7-8 3-4-8
Scale=1:23.3
3
•
10
6.00 rlir
xs
- d
9 9,
A
8
1 2 MP 1
M.
1 ►�
4
3x4 =
I 7-0•0__- I
7.0.0_
Plate Offsets(X,Y)-- 12:0.0.40-0-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.06 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.16 4-7 >516 180
BCLL 0.0 • Rep Stress Incr YES V1/B 0.00 Horz(TL) 0.01 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:25 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
aide.
REACTIONS. (lb/size) 3=156/Mechanical,2=433/0-5-8,4=60/Mechanical
Max Horz 2=208(LC 12)
Max Uplift3=-118(LC 12),2=-136(LC 12)
Max Gray 3=156(LC 1),2=433(LC 1),4=106(LC 3)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-8=-1152/535
BOT CHORD 2-4=-1001/1691
NOTES-
1)Wild:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25f1;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 6.11-4 zone;C-C for members and forces&
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `�t9911111f,
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��‘\ S A, /,♦♦
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 ♦ 1\ • .9
fit between the bottom chord and any other members. ��O\"' .........• e ♦i
4)Refer to girder(s)for truss to truss connections. ��,�• G E N S'• '9 ♦��
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 lb uplift at joint 3 and 136 lb uplift at •-. •'• _. ••••—i•
joint 2. 4N'6- 39381._- ----1.:
....
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. * :• ...._*',•,1,
''ir
13 ATE • :Cu::•SS • ��
FL Cert. 6634
June 3,2015
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 101-7473 rev.02/1612015 BEFORE USE.
Design valid for use only with MTek connectors.Zhu design is based only upon parameters shown.and is for on individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of bulking designer•not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek'
erector.Additional permanent bracing of the overall structure u the responsibility of the building designer.For general guidance regarding
fabrication.quality control.storage,delivery.erection and bracing.consult ANSI/TPII quality Crfeda,055.89 and SCSI Budding Component 6904 Parke East Blvd.
Safely Inlormonon ovoiloble from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314.
Tampa,FL 33610
A I r s
Job Truss Truss Type Qty Ply EMe Homes 150823
17128120
150823 J6 Jack-Open 18 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.620 S Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:22 2015 Page 1
ID:XnFZgYK49vOVfLB1 K6g4tkzA2xS-L013j?VAGO3OnDYwtwbf20gxLVjJebTkbMrOLmjzA__sJ
I -1.6-0 I 1.0-0 I
1-6.0 1-00
Scale=1:e.4
3
6.00 12 1
..
2 .I 1
,..,
I ■PP.-. 11 i
4
1 M
2x8=
..--- 1-0-0 I
1.0.0
Plate Offsets(X,Y)— 12:0-4-12,0--1_-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) 0.00 7 >999 180
BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:6 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size) 3=-3/Mechanical,2=191/0-5-8,4=-15/Mechanical
Max Horz 2=61(LC 12)
Max Uplift 3=-3(LC 1),2=-94(LC 12),4=-15(LC 1)
Max Gray 3=10(LC 8),2=191(LC 1),4=18(LC 16)
FORCES. (lb)-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=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)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 ``%t f f f f t f I,�
fd between the bottom chord and any other members. ��‘_‘^ S A. l/1,
4)Refer to girder(s)for truss to truss connections. `•‘ \\I\ ......•A1 ♦♦♦
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3 lb uplift at joint 3,94 lb uplift at joint 2 and c 0 e
15 lb uplift at joint 4. ``"'•••�\- NS6`••,',r _
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
No 3938 - c.
* -•' {� ATE •�
•
•••
•� OR ∎�. •• \ �.
•
I 61 iiiiitio-
FL Cert. 6634
June 3,2015
1 r
A WARNING-Verily design parameters and READ NOTES ON MS AND INCLUDED ABTEK REFERANCE PAGE*11.7473 rev.02/162015 BEFORE USE. __
Design valid for use only with Miiek connectors.This design is based only upon parameters shown.and'e for on individual building component.
Applicabiity of design parameters and proper incorporation at component is responsibility of builong designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stabiity during construction is the responsibility of the MiTek.erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regordng
fabrication.quolity control.storage.delivery,erection and bracing.consult ANSI/TPII Quality Criteria,038-89 and BCSI Building Component
Parke
Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alenondria,VA 22314. Tam pa.,FL 33810
i
Job Truss Truss Type thy Ply Elite Homes 150823
77128121
150823 .17 Jack-Open 8 1
Job Reference foplional)
TRUSSMART BUILDING COMPONENTS, Midway.GA.31320 7.820 s Apr 30 2015 Mi7ek Industries.Inc.Wed Jun 03 13:3122 2015 Page I
ID:XnFZgYK49VQVILB1 K6g4tkZA2xS-L08j?VAGD30nDYwtwbf20gxLVjJLbTkbMrOLmjzA__sJ
-1.6.0 I 3-0-0 {
1-6-0 3-0-0
Scale=1:13.5
3 1
6.00 FIF
8
2 11
OM 4
1 ►
2x4 =
I 3-0-0 I
3-0-0
Plate Offsets(X,Y)— (2:0-4-4,0-0.41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.01 4-7 >999 180
BCLL 0.0 • � Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 I Code FBC2014/TPI2007 (Matrix-M) Weight:12 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.
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
e._ I
REACTIONS. (lb/size) 3=62/Mechanical,2=241/0-5-8,4=26/Mechanical
Max Horz 2=112(LC 12)
Max Uplift3=-52(LC 12),2=-89(LC 12)
Max Grav3=62(LC 1),2=241(LC 1),4=45(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)'(wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 2-11-4 zone;C-C for members and forces&
MVVFRS 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 011111/11,�
fit between the bottom chord and any other members. ,``��_%^IPS A, A/,,
4)Refer to girder(s)for truss to truss connections. \v' •,...... B
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 52 lb uplift at joint 3 and 89 lb uplift at joint •' '
2. ``'•••\,\G E N S6'•,;91.'i
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �
�i 0 3 938 '
— '2/1„ 'CC
. --)-- . 'TAT E
• (U
:
•lv .
c� ..
.ecs- • OR1v.•• 0\ `
/ S/'i, � ONA` ,00
iii.
Cert. 6634
June 3,2015
A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED 8MTEK REFERANCE PAGE 18147473 rev.02/16/2015 BEFORE USE.
r
Design valid for use only with MiTek connectors.This design c based only upon parameters shown,and is tar an individual building component. 1411
Applicabiity of design porometers and proper incorporation of component n responsibility of budding designer-not truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the Mi7ek'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication.quality control.storage,delivery.erection and bracing.consult ANSI/TNIl Quality Criteria,DSS-89 and SCSI Building Component 8904 Parke East Blvd.
Safety Information avaiable from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa.FL 33810
•
Job Truss Truss Type Qty Ply Elite Homes 150823
77128122
150823 J8 Jack-Open 8 1
Job Reference(gotionall
TRUSSMART BUILDING COMPONENTS. Midway,GA,31320 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:23 2015 Pape 1
ID:XnFZgYK49vQWLBIK6g4tkzA2xS-pai5DrBu N8aiV3UlAHwuUWL7dhKw l5V7vIAzA sl
1 -1-6-0 1 5-0.0 I
1-6-0 5.•0
Scale a 1:18.9
3 1�
8.00 IT
M
...4 ap d
_y N/ N
8 �
2 I
IIIMI 4
1 ,
244=
I 5-0-0 I
5-0-0
Plate Offsets(X.Y)— (2:0-4-0,0-0-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) Udell Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.02 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.04 4-7 >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/TPI2007 (Matrix-M) 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.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 3=110/Mechanical,2=335/0-5-8,4=44/Mechanical
Max Horz 2=164(LC 12)
Max Uplift3=-94(LC 12),2=-110(LC 12)
Max Gray 3=110(LC 1),2=335(LC 1),4=76(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-8=-536/326
BOT CHORD 2-4=-628/785
NOTES-
11 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 4-11-4 zone;C-C for members and forces&
iii MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /1111111 III
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,,1/ r- A• II iii,
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 ,% "Q"••.E/Vs.
V S.• q '0,
4)Refer to girder(s)for truss to truss connections. �fo 0
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 94 lb uplift at joint 3 and 110 lb uplift at joint : ' •••.`- i
2 ado 39386 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. * •• 1 .•
•'.`,� "S'.ATE • :!y
•<U
' S''ii 'O N A �',.
Iiiiii
FL Cert. 6634
June 3,2015
1
A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REfERANCE PAGE aW-7173 rev.02/18/2015 BEFORE USE.
Design void for use only with/Wick connectors.This design is based only upon parometers shown.and is for an individual building component. t
Applicability of design parameters and proper incorporation of component is responubility of building designer-not truss designer.Bracing shown
is for laterd supped of individual web members only. Additional temporary bracing to insure stab5ty during construction 4 the responsibSity of the MiTek'erector.Additional permanent bracing of the overait structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control.storage.delivery.erection and bracing,consul! ANSI/TPI1 QuaMy Criteria.DSI.89 and SCSI SaNdIng Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33810
■
v
I , r
Job Truss Truss Type Oty Ply Elite Homes 150823
T71213123
150823 J9 Jack-Partial 18 1
-Job Reference footionall
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.820 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:23 2015 Page 1
ID•XnFZgYK49vOVfLB1K6g4tkzA2xS-pai5DrBu_N8eriV3ULAHwuUWF7fuKW IOV7v1AZA sl
I -1-8-0 1 1-0.12 I 1-10-8 1
1.8-0 1-0-12 0-9-12
Scale a 1:10.8
3 ,
8 ,
8.00 12
a
2 , a
31 i
a
1
/
1 /
4
2x4=
I 1-10-8 I
1.10.3
Plate Offsets(X,Y)— 12:0-4-0,0-0-41
' LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (It3c) Udefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 7 >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-M) Weight:9 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=200/0-5-8,4=11/Mechanical,3=32/Mechanical
Max Horz 2=83(LC 12)
Max Uplift 2=-83(LC 12),3=27(LC 12)
Max Gray 2=200(LC 1),4=26(LC 3),3=32(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=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MVVFRS(envelope)gable end zone and C-C Exterior(2)-1-6-13 to 1-5-3,Interior(1)1-5-3 to 1-10-6 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 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 ,0%111111/if��'
fit between the bottom chord and any other members. ,�� S A ,,,
4)Refer to girder(s)for truss to truss connections. __tt��
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 lb uplift at joint 2 and 27 lb uplift at joint ��```Q\�P G E•N S•<e,9,�77•i:or
3.6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
No 3938• _--- --,
- *:•_ _-
t
�� "STATE • - :(U�
'ilitlitill-
.
N Al cii:%.%.
FL Cert. 6634
June 3,2015
•
A WARNING-Verily design parameters and READ NOTES ON MS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.02/16/2015 BEFORE USE.
Design valid for use only with Milek connectors.This design is based only upon parameters shown.and is for an individual building component. 1111 only
Applicability of design parameters and proper incorporation of component is responsibility of bulking designer-not truss designer.Bracing shown
B for lateral support of individual web members only.Additional temporary bracing to insure stabaity during construction is the responsibility or the MiTek'
erector. Additional permanent bracing of the overol structure u the responsibility of the building designer.For general guidance regarding
fabrication.qudity control storage.delivery.erection and bracing.consuls ANSI/TPI1 Quality Criteria,036-89 and SCSI Building Component 6904 Parke East Blvd.
solely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810
4 1 r
• Job Truss Truss Type Qty Pty Ekte Homes 150823
T7126124
150823 K Half Hip 2 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:24 2015 Page 1
ID:XnFZgYK49vOVfLB1 K6g4tkzA2xS-HnFTOBB W1cgGVTS4F20hWT50a?Xs131?up9tSgczA_sH
I -1.0-0 I 5-1-15 I 9-0-0 I 15-10-0 I
1-0-0 5.1.15 3-10.1 6-10-0
Scale=1:28.6
558= 3x6=
4 12 13 14 5
4.00 12 ,,
1.5x4
3
•a
ci d
11
` ICI 7 UK
3x4= 3x8 = 6
2x4 II
I 9-0-0 I - 15.10.0 I
9-0-0 ----- 6-10-0
Plate Offsets(X,2/1— f2:0-2-0,Edgel,14:0-40.0-2-31
LOADING(psf) SPACING- 2-0-0 CSI. I DEFL. in (lac) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 7-10 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.23 7-10 >826 180
BCLL 0.0 • Rep Stress Ina YES WE 0.34 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:74 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except
80T CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
installation guide
REACTIONS. (lb/size) 6=610/0-3-8,2=708/0-5-8
Max Horz 2=181(LC 8)
Max Uplift 6=-232(LC 8),2=-270(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-11=-1305/446,3-11=-1274/460,3-4=-950/293,4-12=-886/315,12-13=-886/315,
13-14=-886/315,5-14=-886/315,5-6=-579/263
BOT CHORD 2-7=-533/1241
WEBS 3-7=-389/256,5-7=-320/913
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; `� 11 I 1 IN./1A44::
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-9 to 1-11-7.Interior(1)1-11-7 to 9-0-0,Exterior(2)9-0-0 to 13-2-15 ,��� S A ,
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 t�P
2)Provide adequate drainage to prevent water ponding. ���,Q\v`'•........
,E• •'• e ,�"�
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ; •••\, SAC .•i �!
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. �'v 0 3938 1 - •-•:
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 232 lb uplift at joint 6 and 270 lb uplift at * .. — .* a
joint 2. _ _-� y--
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -, -`: rr
-.�: .1'S TAT E • _ ' �:
1. s �°'' s �Ei�N A .0%
FL
Cert. 6634
June 3,2015
I
1 A WARNING-Vmffy design paranwfws and READ NOTES ON TINS AND INCLUDED AYTEK REFERANCE PAGE 6111-7473 rev.02/16/2015 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and 4 for on individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of buldng designer-not truss designer.Bracing shown
is for laterd support of indviduol web members only.Additional temporary bracing to insure slablity during construction is the responsibility of the MiTek'
erector.AdditiOrsol permanent bracing of the overol structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control.storage.delivery,erection and bracng,consult ANSI/Ipil Quality Criteria.D51-B9 and SCSI Building Component 6904 Parke Eat Blvd.
Safety Information avolable from Truss note Institute.7B1 N.Lee Street.Suite 312,Alexandria-VA 22314. Tampa,FL 33610
rob Truss Type Qty Ply ENe Homes 150823
77128125
Half Hip Girder 2 1
Job Reference(optional)
, Midway.GA.31320 7.620 a Are 30 2015 MiTek Industries.Inc.wed Jun 03 13:31:25 2016 Page 1
ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-IzpsdXC8V OM4?fSbjCIOJZoHxBgofD22pc?N2zA_sG
4-1-14 1 7.0.0 I 11.3-4 I 15-10-0 I 4-1-14 2-10-2 4-3-4 4-6-12
Scale•1:29.1
898 1.594 I I 3x8=
4 13 5 14 15 6
4.00 12 I 8 •
394
3
fl 00
r
N
6 PliTedi K
,`x6 10 8 18 8 17 18
2x4 II 3x4= 4x12= 7
2x8 I I
I 4-1-14 I 7-0-0 I 11-3-4 I 15-10-0 I
4-1-14 2-10-2 4-3-4 4-6.12
Plate Offsets(X,V)— (2:0-3-0.0.1-91.14:0-3.0,0-2-81
LOADING(psf) ! SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.10 9 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.18 9 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Horz(TL) 0.04 7 nla n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:90 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except
BOT CHORD 2x6 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide
REACTIONS. (lb/size) 7=1220/0-3-8,2=1031/0-5-8
Max Horz 2=146(LC 23)
Max Uplift 7=-445(LC 4),2=391(LC 4)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2538/860,34=-2266/787,413=-1741/633,5-13=-1741/633,5-14=1741/633,
14-15=-1741/633,6-15=1741/633,6-7=-1102/475
BOT CHORD 2-10=-886/2390,9-10=-886/2390,9-16=-762/2096,8-16=-762/2096
WEBS 3-9=-288/208,4-9=-83/573,4-8=-402/172,5-8=-527/382,6-8=-681/1894
NOTES-
1)Unbalanced roof live loads have been considered for this design. t t t 1111(
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; ♦♦♦fit, S A• 'III/��
MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60 ♦ _1\P`
3)Provide adequate drainage to prevent water ponding. `♦♦♦0'•'1\'‘
•C•E•N'• <e%ii
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ∎ • •••\,\ `S •••1/
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 .
fn between the bottom chord and any other members. NO 3938 :�:
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 445 lb uplift at joint 7 and 391 lb uplift at * : ^� +
joint 2. ,J`-' =
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. •8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)96 lb down and 119 lb up at 7-0-0, .• .t ATE Off(-- :•
96 lb down and 119 lb up at 9-0-12,96 lb down and 119 lb up at 11-0-12,and 96 lb down and 119 lb up at 13-0-12,and 96 lb down •-
and 119 lb up at 15-0-12 on top chord,and 282 lb down and 69 lb up at 7-0-0,66 lb down at 9-0-12,66 lb down at 11-0-12,and 66 lb . ,,�• •.• ' p,•. .W
down at 13-0-12,and 66 lb down at 15-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility 0� �T� < 0 R 1 v..•�\♦♦.
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). ////,/O N A`- ♦♦♦
LOAD CASE(S) Standard /��illlll►t��`
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf) FL Cert. 6634
Vert:1-4=-60,4-6=-60,2-7=-20
June 3,2015
, — I
o WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 611-7473 rev.02/1812015 BEFORE USE.
Design valid for use only with MiTek connectors.This design a based only upon parameters shown,and a for an individual building component.
Applicability Of design parameters and proper incorporation of component is responsibility of bugling designer•not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsibility of the MiTek"erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding
fabrication.quality control.storage.delivery.erection and bracing.consult ANSIRPII Quality Criteria,NB-89 and BCSI Belding Component 8904 Parke East Blvd.
Solely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810
A I i B
Job Truss Truss Type Qty Ply Elite Homes 150823
T71213125
150823 LD Half Hip Girder 2 1
Job Reference foptioal)
TRUSSMART BUILDING COMPONENTS. Midway,GA.31320 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:25 2015 Pape 2
ID:XnFZgYK49vOVfLB1K6g4tkzA2xS.lzpsdXC8V OM4?fSbjCIOJZoHxBgofD22pc?N2zA_sG
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:9=282(F)4=96(F)5=-96(F)8=-43(F)13=-96(F)14=-96(F)15=-96(F)16=-43(F)17=-43(F)18=-43(F)
a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 14I57473 rw.02/1612015 BEFORE USE. ow r
Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of buiding designer-not truss designer.Bracing shown
is for lateral support of individual web members oNy.Additional temporary bracing to insure stability during constriction is the responsibillity at the MiTek"
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication.quality control storage.delivery.erection and bracing.consult ANSI/TPIt Duality Criteria.DS/1-89 and SCSI Building Component 8904 Parke East Blvd.
Safely Information ovaioble from Taus Plate Institute.781 N.Lee Street.Suite 312.Alexondrio.VA 22314. Tampa,FL 33810
• + 0
Job Truss Truss Type Qty Ply Elite Homes 150823
T7126126
150823 M Monopitch 8 1
Job Referenogagptioal)
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.620 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:26 2015 Page 1
IO:XnFZgYK49v0Vf LB1K6g4tkzA2xS-D9NErtDmGIWCf9Ee90L YW5v6LYZXCIBGTMZvVzA_sF
I -1-0-0 I 8-2-2 15-10-0 I
1.0.0 8-2-2 7-7-14
4.00 12 Scale:318'=1'
5
w
r
12
3x4
4
3x4% 0
3
rC
11
5 2 e
v
d leM ►4
3x4= 8
1.5x4 II 3x4
I 8.2-2 t 15-10-0 I
8-2-2 7-7-14
LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.09 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.23 6-7 >835 180
BCLL 0.0 • Rep Stress Incr YES WB 0.38 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:73 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing.
WEBS 1 Row at midpt 3-6
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
i Installation guide.
REACTIONS. (lb/size) 2=716/0-5-8,6=602/0-3-8
Max Horz 2=297(LC 8)
Max Uplift2=-246(LC 8).6=-256(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)a less except when shown.
TOP CHORD 2-11=-1439/481,3-11=-1018/248
BOT CHORD 2-7=-696/1625,6-7=-421/1076
VVEBS 3-7=0/335,3-6=-1117/437
NOTES-
1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18;
MVtFRS(envelope)automatic zone and C-C Exterior(2)-1-0-9 to 1-11-7,Interior(1)1-11-7 to 15-8-4 zone;C-C for members and forces .0111111/1/4.
&MVVFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ����'AS A. //
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ., P .'146),j
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 `�` 0 ••G E•N • 9�.•fit between the bottom chord and any other members. ∎ s,•'•\ Sic'•,. ,
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 246 lb uplift at joint 2 and 256 lb uplift at , .
joint6. .No 3938 _ .:,:
5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 'k .+
1.-:3—*.-" "STATE Q1-`— e�
% <C`'' , OR \ -•'.
ie/i s'�.N A�E�,�`�
FL Cert. 6634
June 3,2015
/ __
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE*81-7473 rev.02/18/2015 BEFORE USE.
Design valid for use only with M1ek connectors.This design is based only upon parameters shown,and is for an individual building component. ��
Apdicobrty of design parameters and proper incorporation of component is responsbfity of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek.erector. Additional permanent brocing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication.quality control storage.denary.erection and bracng.consult ANSI/T111 Quality Crtteda,051.89 and SCSI Sanding Component 6904 Parke East Blvd.
Solely Inlonnatlon available from Truss Plate Institute.781 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810
Job Truss Truss Type Qty -Ply Ekte Homes 150623
17126127
150623 M1 Monoplds Structural Gable 4 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Mdway,GA,31320 7.820 5 Apr 30 2015 MITek Industries,Inc.Wed Jun 03 13:31:28 2015 Page 1
ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-D9NErtDmGIWCi8Ee9QL YW5yALZAXEQBGTMZVVzA_sF
H--1.6.0 -- I
4-10-2 1 _._. 9-2-0 I
1.6.0 4-10-2 4-3-14
Scale=1:20.2
4
r
4.00 12 16
3
�v
15 N �II
" 2
ri 11
3x6= 3x8=
012-0 9-2-0
0.2 9-0-0
Plate Offsets(X,Y)- 12:0-1-10,Edg8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.29 5-14 >370 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.30 5-14 >358 180
BCLL 0.0 • Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:46 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 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing.
OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Jnatallation guide.
REACTIONS. (lb/size) 5=334/Mechanical,2=481/0-3-8
Max Horz 2=193(LC 8)
Max Uplift 5=-168(LC 9),2=192(LC 8)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-15=-810/1183,3-15=-486/337
BOT CHORD 2-5=-1357/873
WEBS 3-5=-526/418
NOTES-
1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18;
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-9 to 1-5-7,Interior(1)1-5-7 to 9-0-4 zone;cantilever left exposed;porch ,`,, 1111111.
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,� S A• III•
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 0 P 1 II
•'- E
Gable End Details as applicable,or consult qualified building designer as per ANSIlTPI 1. `�%� Q• ••�G E N S••e,9�i�,
3)All plates are 1.5x4 MT20 unless otherwise indicated. ��,• \, c- • /7.0■
4)Gable studs spaced at 2-0-0 oc. i
5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. NO 3938 __ :,,:•
6)•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 Z * : Y-.',,S
fit between the bottom chord and any other members. •�• ;�
7)Refer to girder(s)for truss to truss connections. =., ! -- }�
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint 5 and 192 lb uplift at .r :r
joint 2. =-0-.•• 5` ATE
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. , ,,< ••R Q,.•:
FL Cert. 6634
June 3,2015
■
0 WARNING-Ve tfy design parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE*61.7473 rev.02/16/2015 BEFORE USE. MIMI
i Design valid for use onty with Mitch connectors.This design is based only upon parameters shown,and is for on individud building component. 1111
Applicability of design parameters and proper incorporation of component o responsbility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporory bracing to insure stability during construction is the responsibility of the
erector.Additional permanent bracing of the overall structure's the responsibility of the building designer.For general guidance regarding MiTek'
fabrication.quality control.storage,delivery.erection and bracing.consult ANSI/TPIl Quality Cdlerla,DSI.89 and SCSI Building Component 8904 Parke East Blvd.
Solely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810
r
IliA .4 e 4
Job Truss Truss Type Qty Ply Elite Homes 150823
77126128
150823 M2 Monopich 10 1
Job Reference(optional)
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.820 s Apr 30 2015 MITek Industries.Inc.Wed Jun 03 13:31:27 2015 Page 1
ID:XnFZgYK49vQVILB1K6g4tkzA2xS-hMxc2DEP1be3KJpgj8E05ke7wkvUGhUKV756RxzA_sE
1 -1-8-0 I 5-4-3 I 9-2-0 I
1-6-0 5-4-3 3-9-13
Scale=1:21.1
1.5x4 II
4
11_,
4.00 r 1.544 S 10
3
i
9
ws
2 �
b J
0 5 '(
3x6= 3x8=
9-2-0 I
.b 9.0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.30 5-8 >362 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.31 5-8 >351 180
BCLL 0.0 • Rep Stress Ina YES WB 0.16 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:41 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 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide I
REACTIONS. (lb/size) 5=330/Mechanical,2=484/0-3-8
Max Horz 2=193(LC 8)
Max Uplift 5=-166(LC 9),2=-194(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-9=-856/1260,3-9=-435/286
BOT CHORD 2-5=-1452/930
WEBS 3-5=-474/372
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;Encl..GCpi=0.18;
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-6-9 to 1-5-7,Interior(1)1-5-7 to 9-0-4 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 ��111111111]
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��‘‘‘ S A. FS//
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 ``� P AFB Fj',
fit between the bottom chord and any other members. �s ��••G•E•N• i
4)Refer to girder(s)for truss to truss connections. .,`.•'•\,- `s CC••.9�i�,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint 5 and 194 lb uplift at i
joint 2. .No 39380_ --••
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -. * /� • A. r+
::`3:- `7S-f AT E — ,(/
', <`S,• ORI•.. c. %.•
'',,/1`/S/'0NA'...„.\.,,,\
■
FL Cert. 6634
June 3,2015
■
A WARNING-Verily deign Foramina*and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MN-7473 rev.02/16/2015 BEFORE USE.
1.
Design void for use only with Mick connectors.This design is based only upon parameters shown.and is for an individual budding component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MIR
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek'
erector. Additional permanent bracing at the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication.qualify control.storage.delivery.erection and bracing.consult ANSI/TPIt Quality Criteria.6511-69 and ICS!building Component 8904 Parke East Blvd.
Safely Information avoilobie from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810
• 4 >t 2 4
Job Truss Truss Type Qty Ply Elne Homes 150823
77128129
150823 M3 Monopilch 10 1
Job Reference(optionall
TRUSSMART BUILDING COMPONENTS. Midway.GA,31320 7.820 s Apr 30 2015 MiTek Industries,Inc.Wed Jun 03 13:31:27 2015 Page 1
ID:XnFZgYK49vQVfLB1 K6g4lkzA2xS-hMxc2DEP1 be3KJpgj8ED5ke9xktGGW WKV756RxzA_sE
I 5-4.13 I 1048.11 18-4.0 I
5-4-13 5-3-13 5-7-5
Scale=1:51.1
5
6.00 12 1.5 • ;.
13
3x4 5
4
354
1.6x4
3 Ft
\\ O
•
12
1
rns _-
;1 il
�I �� 17
8 7 14 15 ''
6
3x4 = 3x4= 3x4 =
3x4=3x8 II
I 8.412 I 18.4-0 I
8.0.12 8-3-4
Plate Offsets(X,Y)- f1:0-0-0,0-1-41,I1:0-3-0,Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.13 6-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.31 6-8 >635 180
BCLL 0.0 • Rep Stress Incr YES WB 0.86 Horz(TL) 0.02 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:90 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purtins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-5-4 oc bracing.
WEDGE WEBS 1 Row at midpt 5-6
Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 6=648/0-3-8,1=648/Mechanical
Max Horz 1=422(LC 12)
Max Uplift 6=340(LC 12),1=-115(LC 12)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 1-12=1022/138,2-12=970/152,2-3=-823/79,3-4=-713/105
BOT CHORD 1-8=-476/976.7-8=-256/523,7-14=-256/523,14-15=-256/523,6-15=-256/523
WEBS 2-8=-330/259,4-8=-98/528,4-6=-7341365
NOTES-
1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;End.,GCpi=0.18; ,`01111111g/
MWFRS(envelope)automatic zone and C-C Exterior(2)0-0-0 to 3.0-0.Interior(1)3-0-0 to 16-2-4 zone:C-C for members and forces& `,� S A ,
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 i‘ -^P q4 �j
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N� ' •........ e �0
9 P y � GEN •••• '9 '.
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 `�� . , S� •,•4
fit between the bottom chord and any other members,with BCDL=10.Opsf. i
4)Refer to girder(s)for truss to truss connections. * .: 14-0 3938 ;�,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 340 lb uplift at joint 6 and 115 lb uplift at
joint 1. -
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i - r `
::`J C'S ATE • - •
��''�/ � ��
ON M.- '
FL Cert. 6634
June 3,2015
0 WARNING-Verify design parameters and READ NOTES ON TIPS AND INCLUDED MITER REFERANCE PAGE 6157473 rev.02/16/2015 BEFORE USE.
Design valid for use only with Mlek connectors.The design a based only upon parameters shown.and a for an individual building component.
Applicobiity of design parameters and proper incorporation of component is responsibility of building designer•not truss designer.Bracing shown
n for loterd support of individual web members only. Additional temporary bracing to insure stabiity during construction is the responsibility of the MiTek
• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.far general guidance regarding
fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/WIT Quality Criteria.DS6.89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information avaiable from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610
a " -d , + e
Job Truss Truss Type Qty Ply Elite Homes 150823
T7128130
150823 NI Half Hip 4 1
Job Reference Wigwag
TRUSSMART BUILDING COMPONENTS. Midway.GA.31320 7.820 s Apr 30 2015 MiTek Industries.Inc.Wed Jun 03 13:31:28 2015 Page 1
ID:XnFZgYK49vQVfLB1K6g4tkzA2xS-AYV_GZF1ovnwxTN1HrISdxBGg8Bi?42UknrgzNZA_sD
I 7-3-12 I 14-8-8 , 16
7-3-12 7-2-12 1-9-8
4x4= 1.5x4 II Scale:1/4"-1'
6.00 12
4 14 5
G.M1M74
3x4 i iiii
13
3
3x %1i 11.9�
1
4
12 <i
1
BI
ddd r
e 7 = 8s
1.5x4 II 3x4 4x8-
354 =3x8 I I
I _ 7.3-12 I 18+0 I
7.3-12 9-CH
Plate Offsets(X,Y)- (`1:0-0-0.0-1-01.(1:0-3-0,Edgel
LOADING(psf) I SPACING- 2-0-0 I CSI. DEFL. in (lac) I/defl Lid PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.18 6-8 >999 240 MT20 244/190
TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.44 6-8 >443 180
BCLL 0.0 • Rep Stress Ina YES WB 0.40 Horz(TL) 0.03 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 (Matrix-M) Weight:93 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except
BOT CHORD 2x4 SP No.2 end verticals.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing.
WEDGE WEBS 1 Row at midpt 5-6,2-6
Left:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing l
be installed during truss erection,in accordance with Stabilizer
! Installation guide.
REACTIONS. (lb/size) 6=648/0-3-8,1=648/Mechanical
Max Horz 1=380(LC 12)
Max Uplift6=-302(LC 12),1=135(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 1-12=-946/129,2-12=-808/152
BOT CHORD 1-8=-409/872,7-8=409/872,6-7=409/872
WEBS 2-8=0/372,4-6=-316/277,2-6=-874/396
NOTES-
1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; ,, �111...........................��
MWFRS(envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 14-6-8,Exterior(2)14-6-8 to 16-2-4 zone;C-C `�‘‘ S AI,
for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� P .
2)Provide adequate drainage to prevent water ondin �� O�
9 P P 9
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .. •'.- ' E � .
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. .No 3938 ---- -;r•
5)Refer to girder(s)for truss to truss connections. •- * • • 4t
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 302 lb uplift at joint 6 and 135 lb uplift at •- .
joint 1. :'-Cl i • :'r
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. -rj_ r��T E --
i I(
i
FL Cert. 6634
June 3,2015
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1110-7473 rev.01116/2015 BEFORE USE. •
Design void for use only with Mlek connectors.This design is based only upon parameters shown.and is for an individual building component.
Applicabiity of design parameters and proper incorporation of component h responsibility of building designer-not truss designer.Bracing shown Mil
is for laterd support of individual web members only. Additional temporary bracing to issue stability during construction is the responsb6ity of the Mire k'
erector.Additional permanent bracing d the overall structure is the responsibility of the building designer.Fix general guidance regarding
fabrication.quality control,storage.delivery.erection and bracing,consult ANSI/7811 Qualty Criteria.058.89 and BCSI Building Component 8004 Parke East Blvd.
Safety Information avaiable from Truss Plate institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa.FL 33810
a a v
1
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