HomeMy WebLinkAboutTRUSS SPECS - 07-00220 - 309 Oaktrail Dr - New SFRFRANKLIN TRUSS
515 WEST MAIN ST
JEROME , ID 83338
Phone: l2081324 -R791 Far 190aVa9n_ea71
ip %.ej%.&%.•ti.h
Model:
1 i 1.f P % 1
-= To:
FRANKLIN POCATELLO
Deliver To:
KARTCHNER HOMES
MEADCl1NBR0OK A
AMMON
Profile: Qty: I Truss Id-, Span: Truss Type'.
l F
. ............. F
3 A2
MIN
9 I C4
I J
4 IC6
7
- 1 C9
0 E
1 EJ
4 HF
�J
DeNve List_.._
Jab Number,-
Page-
Date.
umber�Page:Date. 04-24-2007 - 9:17:37 AM
Project ID: 0426KH
07 00220
30 9 Oaktrail
22-7-8 GABLE 6.00 0-0-0 0-0-0
lbs. h_U
-11-1
22-7-8 ROOFT U 6.00 -0-0 -0-
7 fps. each ° 0.00
-11-1 J
F
- ROOF: TRUSS 6.00 2-0-0 ` 0 - 0 - 0
4 lbs. each 0,00
-9-
11 -0-8 GABLE 6.00 0-0-0 .0- 0
P I
I. each j0.oc'
- � 7- 2 -
-4rROOFTFCU 66.00 2-0-0 0-0-n
119 1u. each.
q
°
31-2-8 ROOF TRUSS 6.00 0-0-0 - o - o
143 lbs. each
0.00
7--1 -0-0
1 - 4 - 0 ROOF TRUSS 6.00 2-0-0 2-0-0
147 lbs. each 0.00
8-3-15 -0-0
1 4-0 1 FF Til 6.00 F 2-0-o - 0 -
147lbs.each
P
3.00
5-3-15 --
- F TRUSS 6.00 -0-0 0-0-0
1 ,lb . each0,00
1
-3-=15 c 7- 2 -
I- F TRUSS 6.00 .2-0-0
128lbs.each I 0,0
7-3-15 c --8
25-4-8 ROOFTRUSS 6.00 0-0 -0-0
133 rbs. each I Flow Lat Brace 0.00
26-4-8 ! R00F TRUSS 6.00 2-0-c)
138lbs.each 0.00
9-1-15 - 2 -
25 -4
-8 RODE TRUSS 6.00 0-0-0 2-0-0 j
126 Is. each
_
I Flow L t Brace
0.00
1
1 -1
,- _
'
1-
IROOFTRUSS
6.00
2-0-0
2-0-0
I
3.00
-4-3-15
31-2-8
ROOF Tit
6.00 10-0-0
-
-
I O lbs. ieac�h
0.00
5-3-15
31-2 -8
R00FT
6.00
0-0-
2-0-0
_128lbs.each
_
.0
- 0
MONO TRUSS
6.00 .2-0-0
-
-
4 lbs. each
4- 1 -1
- - 0
ROOF Tf
1
6.00
2-0-0
-
`0 -
8 Ib, each _
_
_ OC)
X10-8-10
rBLE
13.42
- 0
0-0-
72 -lbs- each._
N
112 Rows Leat Bracg
0.00
.y
I
�
P
T" -
HSI ROOF TRUSS 4.24 '2-9-15 io_0_0
1
8 lbs. each I I� 0,00
Dr.
K-artchn.er
1,
FRANKLIN TRUSS
51 5 WEST MAIN ST
JEROME, ID 83338
Phone: (208)324-8161 Fax: (208).324-6973
P rj e ct:
Model:
Block o:
Lot o:
. To,,
FRANKLIN POCATELLO
Relive
Job Number -
Page:
Date:
P rolt ID:
Contact Site: Office.11 r Account o:
Name- Curr:
iAFTE SIE
Phone:
DQE!
Salesperson.
Fax: MEAA Quote Number.-
Tentative Delivery Cate: "
AMMON
Above listed items have been designed to plans and or jobsite corpditiores* ions fisted
to right).
Received by. -
:
Date --
Date
Thank You for your Business.
List
0
04-24-2007 -- 9:17:37 Ai l
4
303490627
303490627
BOB WHILLOCK
JOHN
I.M.Md
.rjob d Trus
i
0426KH i Al
FRANKLIN BUILDI G SUPPLY, JEROME ID.
I
11-3-12
11-3-12
2x4 i
2x4 f r
2
Type
BLE
3X5 --
2x4 11 6 2.x4
7
2x4 1
l �
Job Reference (optional)
6.400 s Aug 1 06 MiTekIndustries, Inc,. Tue Apr 4 09:11:28 2007 Fl"fie
2x4 l
8
3X51�
1 r 0
1
19
1
�_ _� _ _ _ _ �y
17
y�Ly yi�fh-fes !i f4 14
/'4 J4 Jl .�. t ■ S _r7�
2x4 ! '
2x4 I i
2x4 1,°
2x4 'I2x4
Rep Stress I n r NO
2x4 I j
Plate Offsets K`. :0-2-8
_
m
LC�fN
TOLL
35.0
Plates increase 1.15
TC
TCDL
8.0
Lumber Increase 1.15
0.17
0.10
B L L
0.0
Rep Stress I n r NO
WB 0.07
CDL
8.0
Code I I /T [ 002
(Matrix)
LUMBER
TOP CHORD 2 X 4 DF No.1&Btr
BOT CHORD 2 X 4 DF Na.1 &Bir
OTHERS 2 X 4 DF Stud/ltd
-8
11-3-12
Scale — 1:39.9,
2x4 f
�T
2x4 I
1
9T
Li
14 13 1
3x5 _ 2x4 I
2x4 i
i
3 X 5 =`
EF
erg (I cc) I /d efi Ltd PLATES IP
Vert(LL) n/ - n/a 999 MT20 0/1
95
Vert(TIL) n/a n/a 999
hor (l Q 0.0 11 n/a n/a i
BRACING
TOPS CHORD
BOT CHORD
Weight: 97 Ib
Structural` wood sheathin directly applied or 6-0-0 opurlins.
Frigid ceiling directly applied or 10-0-0 oc. bracing.
REACTIONS (jb/sjze�
1-156122-7-8 11=166122-7-8 , 1 - / -7- , 19z--133/22-7-8 20=379/22-,7-8 16;--194/22 194/22- , 15-222122-7-8
1=379/22-7-13=133122-7-80
Max Hort 1= load case ) 1
Max upflftl =-I 1 (load case 6), 17=-16(load case 5), 18=-85(load case 5), 19=-44(load case 5), 20=-1 28(load case 5)3 15=-88-0oad case 6), 13=43(load case
6)5 12=-1,280oad ca
Max Grav I = 166(load case 1), 11 =1 66(load case 1), 17= 1 94(load case 1), 1 8=225(load case 7), 19=1 330oad case 1), 20=379(load case 7), 16= 1 940cad
case 1), 15=225(102d case 8), 13=133(load case 1), 12=379(load case 8)
FORCES (f -1 :murn Compression/Maximum Tension
10-11 =-97/56 r
BOA` H D 1-20=011 1 , 19-20=0/11 1 1 -�1 =0/11 f 17-1 =01110 16-17=011 _ =14-15--0/11
__0/1 10, 1 1 , o r 13-14=011 1 ,
WEBS 5-17=-162/36, 4-18=-1,86/10-3p 3-19=-126166P 2-20=-2911143 7-16=-162/1918-15=-186/106,
10-12=-291/143
NOTES
1 Unb21anced roof rive loads have been consId ered for this design,
Wind: ASCE 7-98; 90rnph, h= , T DL; --4r0 1 f$ D
P , Category 111 Exp , enclosed,a 1� gable end zone; cantilever
left and right exposed rid vertical left grid right exposed- Lurgibar- ID 1-=1. I .
3) to gip COOL= 133.
Truss designed for wind loads in the plana of the truss
l For studs exposed d to in n�rr�I t the f .TGable End Detail" �
"Standard
4) This tris has been designed for a 10.0 psf bottom
Cho -rd live load r~inconcrrrrent with any other live load.
This truss requires plate inspection per the Tooth Count method when this truss
is chosen for quality assurance inspection.
Gable requires continuous bottom chord bearing.
7) a
Gable studs spaced at 2-0-0 cc.
8) Provide rnechanical connection (bar others) of truss to bearing plate .
175 , [b upl it at joint 18, Ib uplift pal of withstanding 1b uplift at rpt 1, 1 l b uplift at joint
1 aunt 13 ! �rl�fit at joint Ed upli atjoint 1 1 4 f Iiia �}[r1
,� dint 1 � joint 13 and 128 lb uplift
This truss is designed in accordance with the 2003 International Residential
referenced star fard N,Sl/TPI 1. sections .1 and, �f end
LOAD CASE(S) Standard
Job _ { Truss
KH
FRANKLiN BUILDING SUPPLY, JERO E, ID. 83338
I
` -0-0 5-11-
-0-
T_ s Type
.OF TRUSS
Ute° ; Ply I ,_
13
.fob Reference (otonal
6.400 S Aug 1 2006 MiTek Industries, l roc.
True Apr 24 09-11-29 2007 pa e I
5-11-2 2-0-0
Scale -- 1:44-3
4x6
0
LOADING (psf} � SPACING 2-4-D
TCLL 35.0 Plates Increase 1.15
TGQi. 0-.0
BCL 0.0
BCDL 8.0
LU m her Increase 1.1
Rep Stress In r YES
Code IRC2003ITP12002
LUMBER
TOFF CHORD 2 X 4 DF No.1 &Btr
BOT CHORD 2 X DF No, 1 Btr
X 4 DIF told/Std
REACTIONS (Ib/size) =1329'043- , 6=1329/0-3-8
Max Horz
=1329/0- -
Horz =-14 l cad case
Max UPI if =- (load case , = - . load case
CS]
TC 0.36
SC 0.29
WB 0.26
(Matrix)
3x5
14-10-13
22-7-8
-L-
--1
DEFL in (Ioc.) ildef€ Lld PLATES GRIP
Vert(LL) -0.08 s-10 >999 sso 1 M -r20 2201195
Horz{TL} 0.05 6 nla rtfa
Weight: 98 Ib
BRACING
TOPCHORD Structural wood sheathingdirect) applied or - -
y pp 4 6 4 oc purlins. '
BOTCHORD Rigid ceiling directly applied ar, 10-0-0 oc bracing. f
FORCES
P-Max'morn Compression/Maximum Tension
'TOP H J 1 D 1- =0/78 p ^ i-1 943/309 p 4=-1 7 t `-1 796 --1 943130 7}
BOT CHORD 2-10=-284/1626 3 9-10=-107/1112, #'-*-1 !711 1 1F 6-8=-16211626
E BS 3-10=-439/212, 4-10^-119/582p 4-8=-120/5821 5-8--439/212
TE
1 Unbalanced roof live loads h2ve been considered for this design.
Wind ASCE 7-98; 0mph; h 25ft; T L= *Op f I3L=4. p f; Category 11;a E enclosed
left��' fight �� � r�� r�li !eft r�� r� h � ; p, I�Fgableend zone; cantilever
t exposed; ,Lumber [SOL -1, plate grip DOL=1. .
This truss has been designed for a. 10.0 p f bottom chord live load r onto Curr nt with
any y othr live load,Thi fry requiresplateinspection n ' the Tooth Count Method when this truss i chosen fcr qualEty assurance inspection.BrId mechanical connton
(b others) of truss to bearing plate capablef withstanding i
at joint I� uplift �t ��Ir�t �rz� �� �1�11ft
6) This trussis designed 1n accordance with the 2003 internationa.1 Residential COdG secli rls R502,11 1.1 an
f rent d tancf rd 1/TP 11. i 1 I ii
f ,
LOAD CASE(S) Standard
�Ja� - truss
�
04`26KH 'A3
FRANKLIN BUILDING SUPPLY, JERQME, !Q.
�- --- -11-
-11-
83338
Tis Type
,OF TRUSS
J
�Qty tpjy
E
}
Job Reference
6.400 s Aug 1 2006 MMT k Industries; Inc. Tue Apr 24 09-11:30 2007
5-4-10
-
11-2
i
Pale 1 !
Scale = 1-42.2!
Hate Uffsets Y),
LOADING
(pst}
TCLL
35.0
TCDL
8.0
CLL
0.0
BCDL
8.0
LUMBER
Wd"Llide
7--11
7-8-11
2.0-24.0-1-81. [6.0-2-4.0-_1-_8
� a
ys SPACING --0
1
Plates Increase 1.15
Lumber Increase 1.1
Rep Stress I ncr NE
Code I0
Tag CHORD
Z X 4
EDF
Nag &6tr
BOT CHARD
2 X 4
DF
N0.1>r
j WEBS
2 X 4
DF
5tud15tC!
3x5
3x5
14-10-13
--
3x5
C51
DFL
in
(Ioc)
lldefl
Lld
TC 0.36
Vert(LL)
-0.09
6-7
X999
360
8C 4.41
Vert(TL)
-0.20
5-7
X999
18o
WB 0.28
Hort(TL)
0.05
6
nla
nla
(Matrix) �
PLATES
rI T. 0
Weight: 1b
GRIP
/1. I
BRACING
TOPCHORD tru turai wood sheathing directly applied or -4-1 c purlins.
BOT H J D Rigid ceiling direct[ lied r 1
brad n.
REACTIONS lb/sI ) 6=1130/0-3-8r 2=1339/0- -8
M2x Hor=10lo case
Max plift =- 0 Io d case 6),2=323(load case )
FORCES iib) - Maximum Compression/Maximum Tension
TOP H ISD 1- =01'8, - =-1962'31 , - =-1698/31 '1 � 4- 1734/34 - =-2000 '351
BOT CHORD 2-9=-304/1643,8-9=-127/113057-8=-127/113016-7--244/1687
WEBS 3-9=-439/212 4-9=-1 19/581 4-7=-167/635 5-7=-467/232
/232
I
NOTES
1 Unbalanced roof live loads have been considered for this de r n.
''i 7-98, ` L=LLf; Category .11nclosed-,
left and right exposed ; end vertical left and right exposed; Lumber DQL=1.'33 plate gri D
3) This truss his been designed for 10, 0 � � DOL=1.33.
p bottom chord I iv load non on urr nt with any other live loads.
4) This truss requires plate inspection per the Tooth Court Method when this truss is ch ,
5) Provide �.har� el connection k� others) n for � u�.l I �a r� inspection.
of truss to b ri n Plate a p bl e of with st ndi n 4 l Grp] ift at 0i nt and 323 l � L� f iff
at Joint _
This tresis is designed in accordance with the International Residential Code recti
Qns R502.1 11 arnd R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
I
'Job s
'Trus
j � Type
0426KH aa �ti_ 3LE
FRANKLIN BUILDING SUPPLY,"JEROME, ID. 83338
E --
3x5
�a
Wd
Qty Ply
9
1
E
1 �Jcb ReferencOipflC l
6.400 s Aug1 2006 M[Tek Industries, In ,
--4
Tue Apr 24 09:11:0 2007 Page 1
SCa Ie = 1 ,-1 ,
Plate Offsets LXY): [4:0-2-8,Ed_ ge] -- � -
'•
LOADING
(p5f}
' TCLL
35.4
TCDL
8.0
BCLL
O,o
i BCDL
8,1)
LUMBER
TOP CHORD
BOT CHORD
OTHERS
SPACING 2-0-D
Plates increase 1.15
Lumber Increase 1.15
Ip Stress I nr NO
Code IRC2003fTP12002
X 4 DF o, l Btr
4 DF Nol&Btr
DF Stud/Std
CSS
TC (}.C15
BC o.os
wB 0. 04
(Matrix) .
4 I
4 1 11
2x4 �.
e V l
DEFL in (10 I/del Ud PLATES GRIP
Vert(LL) n/a R n1a 999 MT20 2201195
Ver-t(TL) n/a - n/a 999
H r (TL) 0,00 7 n1a n/
Weight* 371b
BRACING
TOFF CHORD
BOT FAD
Structural wood sheathing directly applied or 6-0-0 oc purling.
Frigid ceiling directly applied or 10-0-0 bracing.
REACTIONS (I l iz '1=91/11-0L a 7=91/11-0-8 a 10=191111-0-87 11-223/11-0-.8,=191/11 -0- F 8=223111 _
M2Y Horz1F-441oad case
Max Upliftl=-4(J cad case ), 1 0=42([CLad case 7 11=-80(l oad case 9zz-36(foad ca =
MaX GF2V1=91 (load case 1) t 7=91 lo2d C2Se 1) 1 1 0=1 1 1 cad case 1)i 11= load ca se , 9-191 load case
FORCES(a - Maximum intim ompr ion/Maximu Tension
T R CHOP C 1, z:-6911 a' 2-3=-78/33, 3-4=-72/471 4-5=-72J433
CBOT FA D 1-11=0/531 10-11-01531 -1 ®0 '53, 8-9=0/53, 7-8z--0153
WEBS 3-10z---159/643 2-11=-182/94, 5-9_-159/57,6-8=-182/96
TICS
1) Unbalanced roof live loads have been considered for this design..
2) Wired: ASCE 7-98, 0m h; h= , ft; T DL= .0P fF BCDL=4.8psf, Category 11; E ° enclosed; MWFcantilever
left and right exposed end vertical left and right exposed; Lumber DOL=1.33 . late . ri COOL=1, .
� p
Truss designed for ward loads in the plane of the truss only. For studs used to wire normal t
GableEnd Detail"
p � tl� face), s 1 1�T 1 "Standard
4 This trust has been del ved for a 1 M p f bottom chord lire load noncon urr nt with any other lire loads.
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality
Gable requires continuous bottom chord bearing,
assurance
Gable studs spaced at 2-0-0 o ,
Provide r e h n i @l connection (by others) of truss to bearinglate capable pabl of wlthst2nding 4 ICS upieft at joint 1 F 42 Ib uplift at joint
10, 80 lb uplift at joint 11, 36 lb uplift at joint 9 and 81 1b uplift at joint 8.
9) Thi's truss is designed in a=rdance ith the'2003 Int motional Residential
referenced standard ANSIaPl 1
LOAD CASE () Standard
Job �_.. Truss _ -�`o-ws Type
0426KH G'[ _-,OF TRUSS
1 FRANKLIN B - ---
Ui�aiNG SUPPLY, JERQME, IQ. 83338
-2-0-0 6-0-o 11-11-10 -0-0 -11-10
3
Qty
1
Ply
I XII
6.400 S Aug 12006 M -1 -Tek l n d ustr«. Inc. Tue Apr 2007 Page I
17-11-4I 1--- --3
i
Scale = 1:49A
.
2x4 I 13x5 = 54 = 3x5 = 3x5 —
4 5 6 7 u
--
14 13 12 11 1
3X6 11 6X1 0 3x5 _ .5x6 _ 3x5
11-11-10
0
3x5 II
17-11-4
18F? -0
1-6- I
F,
-4-
-11-1
0-2-12
-4-
3-10-3
LOADING
(psiI
SPACING
2-0-0
CS1
i =
O [ E 17[,
ire 10
TCL
35.0
Plates Increase
1.15
TC 0.76
s r4L)
-0.1 13-14
TCDL
3
Lumber Increase
1.15
BC 0,96
Vert(TQ
-0.33 -
S LL
0.0
Rep Stress In r
NO
VVB 0-59
H r (TL)
0.02 11
0u U00e I KU2UW1 1 P120C12 (Matrix)
,LUMBER
TOPCHORD X 4 CSF + 1 .Btr
ESOT CHORD 2 X 4 CSF NoA&Btr
WEBS. 2 X 4 DF Stud/Stud *Except*
W4 2 X 4 LSF o. lBtr
REACTIONS TI (I b/size) 2::::1515/0-5-8, 11=34,48/0-5-8
Max Horz 2=1 (10 d case 4)
Max U .li��- (load case , 11=-11 (load case
I deli Lid l PLATES GRIP
999 360 MT20 220/195
>646 180
n/ n/a
I
Weights 120 Ib
BRACING
l
TOPCHORD Structural wood sheathing directly applied or 4-0-8 oc purlins,
except end verticals,
B T CHORD Rigid ceiling directly applied or 4-9-3 cc bracing,
FORCES (lb) - Maximum Compression/Maximum Tens -ion
TOP H D 1-2=0f78, 2-3=-2418/5210 - =`14 °2/3441 4-5=-1451/344F- =-14 1/ 1
-114127
130T CHORD 2-14=-511120371 13-14--499'1989, 12-13=-15631657t 11-1 1563/657, 10-11=-399/184o -10=_
44/52
WEBS -1 �- 481 p 3-13--603/2361 4-13=-274/21 OF 6-13=-98'9/3357p 6-11 =-1 734/506 `11=-1 510/613, - =-
365/840,)
-1 =-576/21
MOTES
1) Unbalanced roof live loads have been considered for this design_
; mph; h= ft; T [ L=4mOp f; B DL=4.. pf; Cate -gory 11, Exp a enclosed, ( FRS gable end ori
cantilever
left and right exposed end vertical left and right d- Lur C L=1.33 plate grid DOL -
This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration.
Provide adequate drainage tc prevent water ponding.
This true has been designed for a 10.0 p f bottom chord live load ncanconcurr nt with any other live loads,
This truss requires plate inspection ,per the Tooth Count Method when this truss is chosen for quality assurance inspection.
Provide mechanIcal connection (by others) of truss to bear'ing plate capable of withstanding 428 1b uplift atjoint
t joint 11.
� � t 2nd 1139 Ib upfifit
8)
This true is designed in accordance with the 2003 International Residential Code sections 8502.11 q 1 arsd
R802,10.2 and
referenced to nd rd ANSI/TPI 1.
Girder carries hip end with 0-0--0 right side setback, 6-0-0 left side set -
��, end �� rid setback.
1 ) Hanger(s) or other connection device(s) shall be provided sufficient toa ort concentrated load 4
pp Ib down and 18 lb up at
6-0-0 on bottom chord. The design/selection of such connection d i (s) is the responsibility of oth r i.
11) In the LOAD CASE(S) section, load applied t theface of the truss are noted
LOAD CASE(S) Standard
Regular: Lumber Increase=1a1 , Plate 1n Cre2Se=1.1
Uniform Load (ply
Vert: 1-3=-86, 3-8=43(F=43), 2-14=-16, 9-14,_-149(F=-133)
.Confinued ouaAe
V
1 Truss
04'26KH Ci
FRANKLIN BUILDING SUPPLY, -J'
EROME5 0.
LOAD CASE(S) Standard
Concentrated Loads (1b)
Vert: 14=-459(F)
83338
Type
, -
,OF TRUSS,
ply
I Qty
- i Job Referenct-(aptional)
6.400 s Aug 1 2006 MiTek IndustrIes, Inc. Tue Apr 24 09:11:32 2007 Piga 21
jJob _, iTmss
0426KH icio
�.:s Type
. -,,OF TRUSS
F Nl L1 UILDISUPPLY, JEROME, I D. 833:38
E
5-1-12
-1-1. 4-8-12
46
4
Qty I Ply
1
,fob Reference
..(optional
Aug 1 2006 KAjf e k I nd u #eie , I r ic, T ue Apr 24 0 � 11:3.2 2007 Page 1
0�
25-11-4 � 1-- � --
a
Scale 1-58.2
LOADING
(psi
TOLL
35.0
TCL
8.0
ELL
0.0
BDL
8.0
i
SPACING �-0-0
Plates Increase 1.1-5
Lumber Increase 1.95
Rep Stress Incr YES
Code IRC2003ITP12002
4X8 3x5 3x5 48;�
15-6-8
■
CSE
TC 0.41
8C 0.54
WB 0.50
(Matrix)
JL- UM BER
TOP CHORD 2 X 4 DF Ido.1 &Btr
BOT CHORD 2 X 4 DF No.I&Btr
WEBS 2 X 4 DF Stu d/Std *Except*
W3 2 X 4 D F 1o. 1 Btr, W5 2 X 4 DF No. I Btr
E TI N Ob/size) 1=1564/0-4-0, 7=1776/0-5-8
Max Hort 1=-148 load case 6)
Max U plaftl =- load case ), 7=-3 load case 6)
4 11
6mtfff.
-��
QEFL
in (!oc)
ildefl
L/d
Vert(LL)
-0.17 7-9
X999
364
Vert(TL)
-0.40 7-13
X916
1$0
Harz(TL)
0.11 7
nla
nla
1 --
10-0-0
PLATES
TO
RIP
2201195
! � i ht: 144 lb
BRACING
T P CHORD Structural wood sheathing direotly applied or 3-5-10 cc purlins.
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES :1b - Maximum ompr ic)rl/ @ iniurn Tension
T 1 H 1-2=-286614321 - =- 489/36-i, 3-4=-2142/350 4-5=-212,91350 1/3611 {
BOTCHORD 1-13=-390/2470P
12-13=-330/248 # 11-12=-330/2486, 1 0-1 1 �� 01 4 g 9 -1 0=-330/2486, 7- =-280/2434•
F -1 --- 71i /2.20, -1 =-27/62'0, 4-13=-640/1 7 , 4-11-011 321 4-9 645/1 -- 6-9--344/191
NOTES
1 Unbalanced root lire loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; ; L= . p fa L=4.8p f; Category 11, Exp , enclosed; t FRS liable end zone_ cantilever
lett and right exposed enol vertical left k and right exposed; Lumber DOL -1,33 late grip. COOL=1..33.
Provide vide adequate drainage to prevent water ponding,
4) This truss has been designed for a I O.op f bottom chord live load none
oncurrent with any other five Joads-
5) This truss requires plate inspection per the Tooth Count Method when this true
6) is chosen for quality assurance lnsptron.
Provide mechanical connection (by others) of truss fo boaring platepable of withstand
at joint 7. anlin g 232 ib up] i
ft at io-int 1 and 355 1b, up[ � rt
0
d i n d in accordance with the, 2003 International f id ntial Codsectj
h� tri � ins
referenced standard NSVTPI 1. end . . n
LOAD EO Standard
i
lor
Truss
0426'KH C1 1
I-KANNLIN bULDING SUPPLYt JEROME, ID, 83338
2-0-0 r 6-3-4
I - --
e
r
Taw4;3 Type
�..jaFmuss
12-0-0
--1
6x6 _
I
Cd
19-4-0
7-4-
9- -
-4-
qty ' Pry
e
i
Job I efergngg optiona'
6.400 s Aug i 200B MiTek Industries, Inc. Tue Apr - 0911:33 2007 Page 1
I 25-0-1 1--4- 33-4-01
Scafe = 11:61.1
2x4 1
§:?r-
112
G G
6-0-0 0-2-12
— .L _ e v'r
LOADING (pso
TCL 35.0
TDL 8.0
o BCL. 0.0
1 BDL 8.0
SPACING - -
Plates Increase 161
.umber Increase 1,15
ReP Stress In r YES
Code I i0/TP 12002
LUMBER
e
i
}
C 19
TOS' CHORD
2 X 4
DF
o.1 Btr
BOT CHORD
2 X 4
DF
No.1&Btr
+''EBS
2 X 4
DF
Stud/Std *Except*
W3 2
19-4-0
7-4-
9- -
-4-
qty ' Pry
e
i
Job I efergngg optiona'
6.400 s Aug i 200B MiTek Industries, Inc. Tue Apr - 0911:33 2007 Page 1
I 25-0-1 1--4- 33-4-01
Scafe = 11:61.1
2x4 1
§:?r-
112
G G
6-0-0 0-2-12
— .L _ e v'r
LOADING (pso
TCL 35.0
TDL 8.0
o BCL. 0.0
1 BDL 8.0
SPACING - -
Plates Increase 161
.umber Increase 1,15
ReP Stress In r YES
Code I i0/TP 12002
LUMBER
e
i
}
C 19
TOS' CHORD
2 X 4
DF
o.1 Btr
BOT CHORD
2 X 4
DF
No.1&Btr
+''EBS
2 X 4
DF
Stud/Std *Except*
W3 2
X 4
DF l o.l Bt.r
1 -o-o
-4
1 L
3x6
C51
TC 0.60
BC Q.33
WB 0.77
(Matrix)
REACTIONS (Ib/size) 13=2204/0-5-8p =1344/0- -
Max 1-I rz 1 =-1 (l o case
Max UPlift1 3=-616 (load case , 7-- (load case 6)
Max Gray 1 - 04(1oad case 1) =1 394(load C2se 8)
3x5
lu
HNS
A
2x4 11
19-4-0 -0-12 1 '1-4-0
G
DFL
Vert(LL)
Vert(TL)
Horz(TL)
in (loc)
-0.0710-12
-0,1710-12
0.03 7
BRACING
TOP HCS
BOT H RD
Ild f] L/dT PLATES
QV
999 180
n1 n/
Ivil Tu
Weight., 148 Ib
Structural' wood sheathing directly applied
Rigid ceiling directly applied or 6-0-0 oc be,
FORCES 1b) - Maximum Compression/Maximum Tension
TOP CHORD 1..2=0177, 2-3=-545/11467 3-4=-793/13754-5=-1215/264;--
1449/2405 6 -7z ---2037/306P 7-8=0/78
BOT CHORD 2-13=-91 3/596, 9881469' 11--1 =-4 P 10-11 =-42/72OF _10--134'1 9 f 7-9=-1 34/1695
WEBS 3-12=-34111754, 4-12=-736/2421'4-10=-145/69115-10=-58/191, 6-10=-5631205P _
-2083/587
MOTES
r
1 Unbalanced roof live loads have been c n [d red for this design.
a L 4.0p. fa BCDL= . f' Category 11; Exp , enclosed- M , F gable end zone; cantilever
legit and right exposed ; end vertical Deft aril right exposed; Lurgi=1. `
This tri i r�at designed to u �`I` �' �rl� ��=1 �.
support ceiling and i not intended' for use where aesthetics are a consideration -
4) Provide adequate drainage to prevent water pandin ,
This truss has been designed for a 10.0 p f bottom chord live load noncon urr nt with any
other live loads,
This truss requires plate inspection per the Tooth Court Method when this truss is chosen for quality assurne inspection.Provide
mechanical connection others) of truss to bearing anteapablo ofwithstanding1 Ib u uplift
t jofr�t 7.ft t ��r�t �]rd I uplift
This truss is designed in accordance with the 2003 Int rn .tlanal Residential Code sections R502.1 1.1 and R802.10.2 and
referenced standard ANS I/TPI 1
LOAD CASE(S) Standard
RIP
220!195
e
i
}
C 19
co
T ,.
CD
Ild f] L/dT PLATES
QV
999 180
n1 n/
Ivil Tu
Weight., 148 Ib
Structural' wood sheathing directly applied
Rigid ceiling directly applied or 6-0-0 oc be,
FORCES 1b) - Maximum Compression/Maximum Tension
TOP CHORD 1..2=0177, 2-3=-545/11467 3-4=-793/13754-5=-1215/264;--
1449/2405 6 -7z ---2037/306P 7-8=0/78
BOT CHORD 2-13=-91 3/596, 9881469' 11--1 =-4 P 10-11 =-42/72OF _10--134'1 9 f 7-9=-1 34/1695
WEBS 3-12=-34111754, 4-12=-736/2421'4-10=-145/69115-10=-58/191, 6-10=-5631205P _
-2083/587
MOTES
r
1 Unbalanced roof live loads have been c n [d red for this design.
a L 4.0p. fa BCDL= . f' Category 11; Exp , enclosed- M , F gable end zone; cantilever
legit and right exposed ; end vertical Deft aril right exposed; Lurgi=1. `
This tri i r�at designed to u �`I` �' �rl� ��=1 �.
support ceiling and i not intended' for use where aesthetics are a consideration -
4) Provide adequate drainage to prevent water pandin ,
This truss has been designed for a 10.0 p f bottom chord live load noncon urr nt with any
other live loads,
This truss requires plate inspection per the Tooth Court Method when this truss is chosen for quality assurne inspection.Provide
mechanical connection others) of truss to bearing anteapablo ofwithstanding1 Ib u uplift
t jofr�t 7.ft t ��r�t �]rd I uplift
This truss is designed in accordance with the 2003 Int rn .tlanal Residential Code sections R502.1 1.1 and R802.10.2 and
referenced standard ANS I/TPI 1
LOAD CASE(S) Standard
RIP
220!195
W
RM61
Truss
i a42sKN IC12
FRANKLIN BUILDING SUPPLY, JERONiE, !D. 83338
f
-2-0-0
-5
TAks Type
OF TRESS
14-0-0
17-4-0
-0- - --8 -
6X6
5x12
Q Qty
ply
rncr�
6,400 s Aug 12006 MjTek Industries, Inn. Tue Apr 4 09:11:34 2007 Page 1
21-9-6 _ r
4-- --6 0-0,
Scale =1:62.51
. --- . r % %.? -
61101
14-0-0
Plate Offsets X 6-0-6-0 -0-1[10.0-1-0)0-2-01
LJ pf ,PI. -- )
TOLL 35,0 Piates Increase 1.15 TC 0.63
TCL Lumber Increase 1,15 1 9C 0.4B
BOLL I Rep Stress .In r YES VVB 0.61
13CDL &0 Code I F 00 P1(Matrix)
LUMBER
TOP CHORD 2 X4 DF No.l&Btr
BOT CHORD 2 X 4 DF No,1 &Btr
WEBS 2 X 4 CSF Stud/Std *Except*
W2 2 X4 DF No.1&Btr
I
REACTIONS I b1 i e) 16=222410-5-8, 10 1323/0-5-
Max Harz 16= 1 lod case
M@X UPliftl6=-648(load case , , 10=- 4 load case
Max G rav 1 =4load C2Se1, 1 0= 1 4load case 8
17-4-0
34-
7-4-
-4-
1 8- 24-8-1 1--
1 4-0 6-0-1 6-7-15
oEFL
in (loc)
11defl
Ud
Vert(LL)
-0-21 12-13
X999
360
Verb(TL)
-0.37 12-13
>808
180
Horz(7L)
0.27 30
n/a
rola
BRACING
TOP CHORD
BOT HFA
'LTE
MT20
Weight, 148 J
RIP
220/195
Structural wood sheathing directly applied or 3-4-12 oc purlins.
Rigid ceiling directly t.l applied or 6-0-0 oc bracing.
FORCES (1.b) - Maximum COMpress ion/Maximum Tension.
T P CHORD 1-2=0/771 2-3=-548/1131 P -4=-1 110/105, 4-5=-9951129,5-6=-1 f 7-8=-3046/423,p
&9-;---3127141 r -1 =-3462/503, =0/75
BOTCHORD 2-16=-885/5951 15-16=-10141478, 14-1 =0/938, 13-14=0/14631 12-13=-123/2600P
6, 3-15=-29811855, 5-15=-704/205,5-14--z-75/651'6-14=-740164P -13--`8111389,7-13=-651/2711
7-12=-8-1/464, 9- i --255117
.DOTES
1) Unbalanced roof [ive [ivloads have been considered for this design.
2) Wind: ASCE 7-98, v 4. p f, ECRL=4. psfa Category 11; Exp ,enclosed, F Bahl end zone, cantilever
left and right exposed ; endvertical left and right
LumberCL 1.33 at grip DOLS 1.33.
This truss is not designed to support a ceiling and is not intended for use where a th tis �r consideration,
drataot.4) Provide adequate drainage, to prevent Fater ponding.
This truss has been designed for a 10,0 psf bottom chord live load n ocon Curr nt
with any, other live loads. This true requires plate inspectionp r the Tooth Count Method when. this
true is chosen for quality assurance inspection.
13earing at:Dint 10 considers parallel to grafin value using ANS,IfTPI 1 angle tor
poet f brim Surface. ir formula, �lllBuilding IuP' verify
Provide mechanical connection (by others) of truss to bearing late capable f with
at joint 1 � � stardrr�� 4 Ih uplift at �oir�t 1and 4 lb uplift
This truss is designed it accordance with the 2003 International Residential Code sections
referenced standard NSI TP 11.
LOAD CASE(S) Standard
CD
t
C)
Structural wood sheathing directly applied or 3-4-12 oc purlins.
Rigid ceiling directly t.l applied or 6-0-0 oc bracing.
FORCES (1.b) - Maximum COMpress ion/Maximum Tension.
T P CHORD 1-2=0/771 2-3=-548/1131 P -4=-1 110/105, 4-5=-9951129,5-6=-1 f 7-8=-3046/423,p
&9-;---3127141 r -1 =-3462/503, =0/75
BOTCHORD 2-16=-885/5951 15-16=-10141478, 14-1 =0/938, 13-14=0/14631 12-13=-123/2600P
6, 3-15=-29811855, 5-15=-704/205,5-14--z-75/651'6-14=-740164P -13--`8111389,7-13=-651/2711
7-12=-8-1/464, 9- i --255117
.DOTES
1) Unbalanced roof [ive [ivloads have been considered for this design.
2) Wind: ASCE 7-98, v 4. p f, ECRL=4. psfa Category 11; Exp ,enclosed, F Bahl end zone, cantilever
left and right exposed ; endvertical left and right
LumberCL 1.33 at grip DOLS 1.33.
This truss is not designed to support a ceiling and is not intended for use where a th tis �r consideration,
drataot.4) Provide adequate drainage, to prevent Fater ponding.
This truss has been designed for a 10,0 psf bottom chord live load n ocon Curr nt
with any, other live loads. This true requires plate inspectionp r the Tooth Count Method when. this
true is chosen for quality assurance inspection.
13earing at:Dint 10 considers parallel to grafin value using ANS,IfTPI 1 angle tor
poet f brim Surface. ir formula, �lllBuilding IuP' verify
Provide mechanical connection (by others) of truss to bearing late capable f with
at joint 1 � � stardrr�� 4 Ih uplift at �oir�t 1and 4 lb uplift
This truss is designed it accordance with the 2003 International Residential Code sections
referenced standard NSI TP 11.
LOAD CASE(S) Standard
Job I7russ
0426KH I C2
FRANKLJN BUILDING SUPPLY, JEROME, R 83338
1
T
-2-0-0 -0
Type
F TRUSS
12-11-10
Qty I Ply I 090N
1
i
Ljo—b-Beferance(o tionai
6.400 s Aug1 2006 MiTek Industries, Inc. Tire Apr 24 11 X36 2007 Page 1
11-10 5A-12 -0-8
Scale = 1 :49.4
13 12 11 10
f T�
Plate -Off setL(�p�Y'. �2:0�-2-�4PO�-1-8��_
L.rSPACING
TCL -- 1 FFL in I
O [/ fL/d PLATES GRIP
Inrs 1.1
TC 0-363 Vert(LL)-^0.07 -1 999 360
TL .0 Lumber Increase 1,15 B .4BCLL 0.0 Rep Stress Incr YES - I JTZ ��1
D n1a n/a
B CDL 8.0 Code IRC2003fTP12002 (Matrix)
Weight: 127 1b
ILUMBER BRACING
TOP CHORD Structural wood sheathing directly ap [ied or 5-4-6 oc purlins,
BT JD 2 X 4 DF No,ltr except
EB D Stud/Std ndrt.�l.
BOT CHORD Rigid ceiling directlY applied or -0-0 oc bracing,
REACTIONS I b/size) 2=96010-5-8, 10=1787/0-5-8
Max1 62(load case 4)
Max Harz 2
Up1ft2=-7(lo case 1=-532 load case 4)
Max r 2=1 0 Ioad case r 10-17 7 I ad case 1
FORCES (lb) - Maximum Compressicm/Maximum Tension
TOP CHORD 1 -=O, -=-113611421,3-4--49319814-5--491/973 ---36/5 -=
T CHORD 2-13=-145/8791 12-13=-14718733 11-1 ,- 101279, 10-11=-616/27919-10--616/27918-9=-22136
5-12=-275/120 5, -10=-1676/512, -9=-283/765, 6-9=-383/129,
7-9p
=44/62
11 4x8 = 3x5 — 2x4 ;1 4x8
17-11-4
M
-11-10 0-2-12
5-2-0
1
NOTES
1) Unbalanced roof live loads have been considered for th dein.
2) Wind: ASCE 7-98, 90mph; h_�25ft; TCDL=4,.Opsf, BCDL=4.8psf, C2tegory 11; Exp Q enclosed; MWFRS, gable end zone; canViever
J ft and right exposed end vertical left and right exposed- Lumber SOL=133 pfete grip D L=
1 ,) This truss is not designed to support in and is not intended for use where aesthetics are @'.cor
i d ration _
PrOVide adequate drainage to prevent water ponding.
This toss has been designed for a 10. 0 f bottom chord live Ioad nonco nurrent with any other
This truss requires plate inspection per the Tooth Count Method when this trussis chosen for
quality assurance [nspetron"
Provide mechanical connection (by others) of tress to beari ng pl ate capable of withstand r
at joint 1 p 1 uplift t 1 int n I uplift
This true I's designed in accordance with the 2003 International Resideffal
referenced stands rd ANSI/TPI 1.
LOAD CASE(S) Standard
r
cd
co
I �
Truss ,„ Tp i.
C3
_ .OF TRUSS
FRANKLIN BUILDII`,G SUPPLY. JEROME, 1D. 83338 I '_
Plate Offs8f$
r T D
E3CLL
BCL
LUMBER
7QP CHORD
SOT CHORD
WEBS
SPACING -0- 1
Plates Increase 1.15 TC 0.39
Lumber Increase 1. 1BC 0.36
Rep Stress 1nr YES VVB 0.62
Code II0fTFP[0 (Matrix)
X 4 DF Cho,1 &Btr
4 DF No.J&Btr
DF Stud/Std *Except*
W3 2 X 4 DF No. 1 &Btr
REACTIONS (fbisiZe) 2=960/0-5-$, 10=178�10-5-8
Max Horz 2=1 75(1aad case 4)
Max Upliff2=-283(ioad case 5), 10--446(1aad case a)
i Max Grav2=1043(Ioad case 7)7 10=I787(load case 1)
nfu
J�.IFA;;
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
BRACING
TOP CHORD
BOTCHORD
rp —1y
9
Job Reference (optional)6.400 s i
Aug1 2006 MiTek Industries, Inc. Tue Apr 4 09:11:37 2007 Page I
21-4-0 -� --
-4-8
FETE
MT20
el fit: 129 [h
�aI = 1:49,4
i
1
GRIP
220/195
Structural wood sheathing directly applied or 5-7-14 oc. purlins,
except end vertleals,
Rigid cefling directlyd1rectly applied or 6-0-0 oc bracIn , Except.
10-0-0 oc bracing - 2-12+
I FORCES (lb) - Maximum Com pression/Maximum Tension
T PH RD 1-2=0178,12-3= - 13 0 2/2 3 6, -4=-873/'140, 4-5 =-710/1 015-6=-153/55 -7-_
B OT , 10- 11 =`1 54/2311 9-10;;--- 119/11 ! ----26/34
'EBS -12=-420/2001 4-12=-1 78/11 , 5-12=-1 13/8175 -1 0=-1 143/30 -10--776131 76/122
NOTES
1 Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft, Pfit, Category I i; Exp Q enclosed; MVVFRS gableend on; cantilever
left and right exposed; end vertical left and rig h' exposed; Lumber L=.33���t �ir
3) p IL=1.�T� true i not designed to support a in and is intended d for
use where2esthetics are a consideration -
4) Provide adequate drainage to prevent water ponding,
This truss h2s been designed for a I 0r0 p f bottom chord lige load noncon urgent with any other live loads.
This truss requires plate inspection per the Tooth Count Ivi thud when this truss is chosen for
7) Provide r�f�r�Jal connection b Thr of truss � quality assurance inspection.
at joint 10.
t bearing ;Mata Capable of withstanding ndln 283 ib uplift at joint and 446 1b uplift
This truss is designed in accordance with the 2003 International Residentiai Code sections F
referenced standard AN'11TP1 1. 1.1 R802-10.2 a
LOAD GAS E() Standard
Huta Offsets X,):
LOADING
(psi
TOLL
35.0
TLS,
8.0
13LL
0.0
DL
8,0
LUMBER
TOP CHORD
BOA" CHORD
E
6-3-4
6-3-4
12 11 10
2x4 11 3x5- a 3X5 ` U5 _ 3X5_
12-0-0 17-11-4
5-11-4
SPACING -0-o ] DEFL in Io
Plates increase
Lumber Increase
Rep Stress Ir
Code I00PI
2 X 4 DF NoA&Btr
2 X 4 CSF 1o. I Ptr
2 X 4 CSF Stud/Std *Excepts`
2 X 4 DF o.1Btr
1.15
TC 0.$1
1.15
BC 0.23
YDS
VIiB 0.63
.2002 1
{Matrix}
REACTIONS (I bli 2=960/0-5-8,9=178710-5-8
Max Hor
=960/0--, =1787`0-.-
Hor '=1 load case )
Max Uplift2=- 2(loa case ), =- Io d case
Max Gray = 1 0Iod case 7), =1 7 r7load case 1
Vert(LL)
Vert(TL)
Harz(TL.)
-0,04 12
-.08 2-12
0.02
BICC
TOP CHORD
BOTCHORD
F=B
18 i-2-0 - 25--
i/d of l
>999
999
n/a
1--0
L/d
360
180
n1
PLATES
T2
Weight: 134 lb
2007 Page I
2x4 i
e.�
GRIP
2201195
al = -49.41
Structural wood sheathing directly applied or 5-5-3 oc purlim
except end verticals.
Rigid i t ing directly applied or 6-0-0 oc bracing,.
1 Row at mi dpt -
FORCES (1b) t a i m urn ompr lonlMa i urs Tension
T+ P H PB 1-2=0/78P 2.3=-1 329/21 , - =�: . 16/147, 4-5=-93/441 5-6=-791384 T CHORD 2-12=-221/1069 T 11 -1 2=-221 /1069, 10-11 =-891546 9,10=-89/546,
WEBS
3-12=0/221, -11=- /2051 -11=-46/386, 4-9--1109/211 P 5-9=-935/38 5 o 179/1971 6-8=--328/225
5 -8= -
MOTES
1) Unbalanced roof live loads have been considered for this
2) VVind: ASCE -lrh,J2t,CL-.'pf;�.A.t !I' . .
left and right exposed � n � a � a E� r�I���'a IF1 J�I� n err; �ntil�r
F vertical left and right e po ch Lumber DOL=1. plate grip DOL=1, 8.
This truss is not designed to support a ceilingand is not intended for use where aesfhetics are a consideration.
Provide adequate, dr i nage to prevent water punct In .
This truss has been designed for a 10.0 p f bottOrn chord I ive load nancon u rr ntr h
) This trussrequires plate inspection r the Too. � �� other f�� loads.
Tooth Court Method when this tru i chosen for quality assurance inspection,
7 Provide mechanical c+ nne ton (by others) of truss to bearing plate capable of its t
at joint andin 2 lk a lif joint d 2 1 uplift
This truss Is designed in accordance with the I ntrn
ational Resi dential Code sections R5 02. 11 - I and R802.1 0.2 and
referenced stand2rd ANSIITPI 1. 1
LOAD CASE(S) Standard
Job
WHO
Truss
G5
1 TA'"ri,Type
IF, JF TRUSS
FRANKLIN BUILDING SUPPLY. JERC) E, 0. 83338
C)
—7 'J A'
Qty Ply
Job Reference (optional
6.400 s .dug. 1 2006 MiT indu fres, Jnc. Tue A.pr 24 0 9'11:3 9 2007 Page 1
13 12 11 10
2x4 11
3x5 _ 3X5
w �.._. - - , 14-0-0
-- --1
LOADING pfd SPACING -0-
I IEFL
TOLL 35.0 Plates increase 1.15 TC 0.76
TCL 8,0 Lumber Increase 1.15 BC 0.27 Vert(TL)
ESC LL 0.0Rep Stress
fn r YES WB 0.81 H r TL
L 8.0 Code IITP1'
(Matrix)
LUMBER
TOP CHORD 2 X 4 DF I o.I&Btr
BOT CH ORD 2 X 4 DF No.1 &Btr
VVEBS
2 X 4 DFStud/Std *Except*
W2 2 X 4 Dl= No.1 &Btr3 W4 2 X 4 DF No, 1 &Btr
REACTIONS (lb1 i ) 2;--91310-5-85 10=1835/0-5-8
Max Horz 2=202(foad case
MaxUplift=-(load case ), 1=-4Ioad case
Max r v2=1 (load case ), 10--1 load case 1)
1-4-0
0_-1 0-0
in
(loc)
lldefl
Lid
-0.05
2-13
?999
360
-0.11
2-13
?999
180
0.02
10
n!a
n/a
PLATES
TO
'eight: 138 Ib
Scale = 1.5 1.
3x5 _
GRID'
220/195
BRACING
.
TOP CHORD Structural wood sheathing directly applied or 5-5-8 ac pi
except end verficals.
BOT CHORD Rigid ceiling directly applied or -0-0 oc bracing.
FORCES (1b) - IV112[XiMUMCOMpression/Maxirrium Tension
TOP H F C 1- .P%o - =-1237/200, -4--450/17814- =-311 /221, V°._-57/417 -7=- 1 f
113
BOT CHORD , 11-12=-1 81Ot 10-11=-181'270, -10=-14111 1
E 3-13=
0/279, 1 =-8121257, 1 =-85/451i' -1 =-1000123 -10=-521/123
NOTES
Unbalanced roof lire loads have been considered for this design.
Windy ASCE 7-98; mph; h= ft; T DL= .Op f; B L= . p f -at ga 11; E , enclosed; � � r � MFR gable 'end one} cantilever 4i1ever
left and right exposed ; end vertical left and right exposed; Lumber
support DOL=1 ° plate grip
D L�1.3) Thi tri e not designed t �li� ��� i not intended for use where
aesthetics are a consideration.
4 Provide adequate drainage to prevent water paneling,
This truss has been designed for a 10. 0 f bottom chord I ive lead nonconcurrent with any other live In -.ds-
This tr-u5s r qu"e:s plate inspection per the Tooth Count Method when this truss is chosen
Provide mI�2r-rical connection b others) f tri tfor �qual�t aurar��� inspection.o hearing plate, capable of withstanding 290 Ifs uplift at joInt and 476 lb uplift
�atloint 10,
p
This truss Is d° signed in accordance with the 2003 International Residential Code section
referenced standard Ari I/TPI 1. I F. �i 1 1 n F.1 and
j LSA[] CASE(S) Standard
R
f Job 'Truss
10426KH
C6
I-fk-ANKLIN BMJILDIN UPP L, JEI E1 1D. .
1
T
Cq
pe
F TRUSS
i
5-0-0 9-8-8
................................. 17_
7-+-1
3
Qty
Ply
1
6.400 s Aug
1
Job Deference tioD--
11 2006 f iTek [ndustrjes, J n c. Tue Apr 24 09.11:3
1-4 2-0-0
Scale _
7-.-
LOADING
p�
PACING
2-0-0
T LL
35.0
Plates Increase
1.1
T DL
8.0
Lumber Increase
1.1
L L
0.0
Rep Stress l i r
YES
I L
8.0
Code IRC2003 TP1200
LUMBER
TOP CHORD
130T CHORD
WEB
4 DF N .1 &Btr N
DF No.1tr
X 4 CSF Stud/Std *E pt*
X 4 DF No.1 Btr, VV3 2 A 4 11 F 1o. I &Btr
r
TC 0.66
8C 0.35
8 0.41
(Matrix)
REACTIONS (Its/size) 10;--178710-,5-816=960/0-5-8
Max H rz 10=- 1 (i .d case
Max Upliftl0=4 4(load case 5), = loacf case
Max G r v 1 0=1787(to d case 1), 6=1 055(load case 6
25-4-8
8
DEFL
fn
(l{]C)
I/C.{Efl
L/d
Vert(LL)
-0.12
6-8
X999
360
Vert(TL)
-0.28
6-8
>756
180
Horz(TL)
0.01
6
nla
nla
BRACING
TOP CHORD
BOT CHCS
EB
FORCES (lb) - Maximum Compression/Maximum Tension
TOFF CHORD 1-2=-146/145, 2-3=-82/5439 i4--872/298,- =-1032/2745-6----!:-1222/21116-7=0/78P
T FICA 1-1 1=- 1 89/1 -1 0=-1f �
�
99/236, --=-j1 99/2361 -=-32/958
WEB -1 =-539/289, -1 0=-1265/2 1 t 3-8=-28411012,5-8=-643/320P=-2561366
-14
LATE
TO
VV1g fit, 1.7 Ib
GRIP
220/195
tr tur l wood sheathing directly applied or -2-12 cc purlins,
except end verticals.
Rigid ceiling dire,cfly applied or 6-0-0 oc bracing.
1 Flow at midpt 3-10
1-11=-222/138
OTE
1 Unbalanced roof live loads have been considered for this design.
2) VVInd: ASCE 7-98- 90mph; h=25ft; 4,pf!L-4.pt; Category 1; Eenclosed; MWFRS gableendzone.' C2nflever
left and right exposed ; end vertical left and right exposed; Lu
m br DOL -=l . plate grip DL41. .- q truss is not designed to support .a ceiling and is not intended for use vVhere aesthetics are consideration.
�onwertio�,.
4) This trussha, been designed for a 10.0 p f k� o chord live load noncore urr nt if[�
ars' 1 other ��
This tri, r quire platy art � ��l�n per h � �t� ��r�t f tl�� �loads,
when this i truss r chosen for quality connection beading assura�
nce i n p cti n.Pro id me ha ni al (b otiers) f truss to pfato a capable of �t�tanin Irplifi at arrt '
Iplitt joint
This truss is designed in accordance with the 03 1 ntern ti on2l Ides i dant[ al Coder
referenced standard NSI TPI 1.�t��n F�.11.1 ani .1�. and
LOAD .E() Standard
U
Job Truss TC)ty
-
' .-
0426KH C7
F TRUSS 7
FRANKLIN f3UILDING SUPPLY, JE -ROME, ID, 8333 4 -.. u Reference (Optioniao s
6.400 .s A ug 1 20D MiTek In dustries, I nce Yu& expr 2409.,11.,4 0 2007
1
-2-0-0 - -8 11-0-1 s 15-8-0 23- -1
A
4-7-4
4-7-4
4
on
7-6-1
31-4-0
i33-4-0
e �
Page 7
1-1 --0
Scale = 1:59.8
LaaoiNc (ps�
TCLL
35.0
TCL
8.0
BCLL
0.0
BCDL
8.0
LUMBER
TOP H RD
BOT ISD
WEBS
SPACING 2-0-0
Folates Increase 1.1
Lumber Increase 1.15
Rei Stress I nr YES
Cede I1 003/TP [ 002
F No.l&Btr
4 DF No.I& tr
4 OF Stud/Std
CSl
TG 0.74
BC 0.57
WB 0.81
(Matrix)
REACTIONS (Ib/size) 14=2224/0..5-8, 9=1323/0-5-8
Max Hort 14 1 (load ease )
Max U pfift1 =-663 (load ease ), =- (load case
DEFL.
Vert(LL)
Vert(TL)
r � U III fi LIU
-019 11-12 >999 360
-. 11-12 41 180
F LTA
MT20
Horz(TL) 0.21 9 n/e n/a
i ht, 1
e
BRACING
TOIL CHORD
BOT FAD
trueIuMl Wood sheathing directly app[1 d or 2-7-4 oc purlins,
Frigid ceiling directly app lf- d or -0-0 oc bracing,
J P-
220,195
FORCES I Maximum CompressionlMaximulN
P CHORD 1-2=0/77, 2-3=-562/1170, 3-4=-"9561126, 4-5=-846/139, -- ff7-8=-2075/1961
-9=-33001447' 9-10=0 /75
5
BOT H .D -14=-9 2/614, 13-14=-1056/480, 12-13-0/988F 11-12=-300/27943
EB -14=-1839/524 -13=-366/1826, 5-13=-338/164,.6-13=-676/112 6-12=-80/1462
, -1 =-1 024/422, 6-11-0/32
NOTES
1 Unbalanced roof live loads have been considered for this design.
Wind: ASCE 7-98; O rn pha h= ft; T D.L`4.0 f., F D L=4. p fp o Cate 1 l' Eenclose
left �� r.ih ep�d ; rid rtie�l leftn� right h � � � � �d, MWFRS able end zone, cantilever
Ti truss, � t ���, Lur�r��r` ��.,=19 plate gripL-1..
3) ass i not designed to support a ceiling and is not intended for use where aesthetics are a Gon iderati
4) This truss has been designed for a 1 D.0 psf bottom chord live load noncon urr n_
This truss requires Int .ineet �� r t �tt-� �� c�tP�r � r� loads.
p the Teeth Count Method when this. truss i chosen for quality assurance inspection,
L6) Bearing atjoint(s)considers Para
11'el to grain value using SI TPI 1 ariole to grain fOrMU12_ Bud
I OU Q I ri �7 i do�r0 nor should verify
7) Provide mechanical connection .(by ethr� of tri to �arn plate �p��1e �f withstanding Ib Uplift t��n� 14id �� ���t j&nt
This true is designed ire accordance with the 2003 l ternafion 1 Residential
referenced standard N I/ T P1 1. u
d'�r�ti1 ode tion . �I 1.1 and .80. �i and
LAG CASE(S) Standard
18-8-0
-1
—
- -- -8
5-1-4
- 1-4.
_
SPACING 2-0-0
Folates Increase 1.1
Lumber Increase 1.15
Rei Stress I nr YES
Cede I1 003/TP [ 002
F No.l&Btr
4 DF No.I& tr
4 OF Stud/Std
CSl
TG 0.74
BC 0.57
WB 0.81
(Matrix)
REACTIONS (Ib/size) 14=2224/0..5-8, 9=1323/0-5-8
Max Hort 14 1 (load ease )
Max U pfift1 =-663 (load ease ), =- (load case
DEFL.
Vert(LL)
Vert(TL)
r � U III fi LIU
-019 11-12 >999 360
-. 11-12 41 180
F LTA
MT20
Horz(TL) 0.21 9 n/e n/a
i ht, 1
e
BRACING
TOIL CHORD
BOT FAD
trueIuMl Wood sheathing directly app[1 d or 2-7-4 oc purlins,
Frigid ceiling directly app lf- d or -0-0 oc bracing,
J P-
220,195
FORCES I Maximum CompressionlMaximulN
P CHORD 1-2=0/77, 2-3=-562/1170, 3-4=-"9561126, 4-5=-846/139, -- ff7-8=-2075/1961
-9=-33001447' 9-10=0 /75
5
BOT H .D -14=-9 2/614, 13-14=-1056/480, 12-13-0/988F 11-12=-300/27943
EB -14=-1839/524 -13=-366/1826, 5-13=-338/164,.6-13=-676/112 6-12=-80/1462
, -1 =-1 024/422, 6-11-0/32
NOTES
1 Unbalanced roof live loads have been considered for this design.
Wind: ASCE 7-98; O rn pha h= ft; T D.L`4.0 f., F D L=4. p fp o Cate 1 l' Eenclose
left �� r.ih ep�d ; rid rtie�l leftn� right h � � � � �d, MWFRS able end zone, cantilever
Ti truss, � t ���, Lur�r��r` ��.,=19 plate gripL-1..
3) ass i not designed to support a ceiling and is not intended for use where aesthetics are a Gon iderati
4) This truss has been designed for a 1 D.0 psf bottom chord live load noncon urr n_
This truss requires Int .ineet �� r t �tt-� �� c�tP�r � r� loads.
p the Teeth Count Method when this. truss i chosen for quality assurance inspection,
L6) Bearing atjoint(s)considers Para
11'el to grain value using SI TPI 1 ariole to grain fOrMU12_ Bud
I OU Q I ri �7 i do�r0 nor should verify
7) Provide mechanical connection .(by ethr� of tri to �arn plate �p��1e �f withstanding Ib Uplift t��n� 14id �� ���t j&nt
This true is designed ire accordance with the 2003 l ternafion 1 Residential
referenced standard N I/ T P1 1. u
d'�r�ti1 ode tion . �I 1.1 and .80. �i and
LAG CASE(S) Standard
Job
I Truss
0426 KH IC8
FRANKLIN BUILDING PPL , JE ME, ID. 83338
1�`.r--
- `..-
T��Type
E, JF TRUSS
2x4 11
3X6
Qty , PI
1 I 1
Job Reference (optional
6.400 S Aug 1 200 r�-FJ�e Industries,
2x4 I
1 3 4 5 R 7
0
- -8
---0- Scale = 1:58,01
1
6U&
3x6 11
I
1 -r I %;
l 0 MT1H-.
2x4
5-10-8 h1 --. 15-6-8
- - 4-10-14 4-9-2
P[ate Offsets XY 11:0-1-13 0-2-0].,12:0-5-64
Edge], : - - , Ed : - '-'110.0-2-0
LOADING
(pso
T
35.0
�LL
TC''�}yL
8,0
BLL
0.0
i BCL
8,0
>421
180
CO
nla
nfa
AlCN
U-�
C>
1�`.r--
- `..-
T��Type
E, JF TRUSS
2x4 11
3X6
Qty , PI
1 I 1
Job Reference (optional
6.400 S Aug 1 200 r�-FJ�e Industries,
2x4 I
1 3 4 5 R 7
0
- -8
---0- Scale = 1:58,01
1
6U&
3x6 11
I
1 -r I %;
l 0 MT1H-.
2x4
5-10-8 h1 --. 15-6-8
- - 4-10-14 4-9-2
P[ate Offsets XY 11:0-1-13 0-2-0].,12:0-5-64
Edge], : - - , Ed : - '-'110.0-2-0
LOADING
(pso
T
35.0
�LL
TC''�}yL
8,0
BLL
0.0
i BCL
8,0
SPACING IN -0-
Plates increase �1.1
Lumber Increase X1.1
Rep Stress incr NO
Code 11 . 0 / P120.0
LUMBER
TOS' CHORD 2 X 4 DF No. 'I &Btr
BOT CHORD 2 X 6 DI SS
WEBS 2 X 4 DF Stud/Std *Except*
4 CSF Stud, W X C FStud
WEDGE
Right: 2 X 4 DF Stud/Std
CS t
7G 0.87
BC 0.89
WB 0.98
(Matrix)
REACTIONS (lb[size) 1=2994/0--0, 8=3086/0-5-8
Max Horz 1=-1 1(load case )
Max U pl ftl =-71 10 d case , �- 117(load case )
5x1 -
'AXI 0 MT1 8H
0--1
4-9-2
25-2-8
4-10
-
-1-1
f}EFI.
in (Ioc)
l./deft
Ud
Vert(LL)
-0.5213-15
X711
360
Vert(TL)
-0.8813-15
>421
180
Horz(TL.)
0.96 8
nla
nfa
BRACING
TOP H 1 D
E3T CHORD
we
1
PLATES
M"T20
MT` 1 H
'i g ht: 160 lb
RIP
220/195
2201195
Structural wood sheathing directly applied or 1-9-11 oc purlins,
Rigid ceiling directly applied or 5-111-12 oo bracing.
FORCES (lb) - Maxim ern Compression/maximurn Tension
TOP CHORD 1-2-5641/14043 -3 -735211900,. -4--7351118'991 4- _-7 1 / 1 - =-}7486/1961 -7=-
7-8=-5891114775 8-9=0184
B T I I D 1-16=-1183/499,61 1 ` C =-1 1 t 11495o' 14-15=-2059/822t 13-14--2059/82215 2211 _ 05
10-11=-1238/5110P 8-10=-1249/5155
WEBS 2-16=-255/921 P 2-15=-822/2934,4-15=-285/8355-15--1066/2971
=-200/741 P 5-11 =-904/231, 6-11 =-2641711
7-11 =-78 912874P 7-10--2231891
NOTES
+1 Unbalanced roof lire loads have been �onsildered for this design.
Wind: ASCE 7-98; mph; h= ft; T DL -4.0 f; B DL= . psf Category II; Exp ; enclosed; MWF able end��
left and right exposed ' end vertical left and right, used; Lumber COOL-� �cantilever
3) Provide d quest drain2ge to prevent grater Oonding.
4 This truss has been designed for a 10.0 p f bottom chord live load nonconcu rr nt with ars other Ii loads.
All plates are MT20 plates unless otherwise 1r�dioat d, '�
6) This truss requires plate inspecticn per the ,oath Count Method when
this truss �s chosen for � �.r2iit assurance inspection,
Prc�rrid �iohar�ia1 connection (d' others) of truss to bearing 1t � � "119 .
p o���l of �tl�t�r��� lb �p1�ft at jcjnt 1 and 717 1b uplift
at joint 8. 1
This truss is designed .in accordance with the 2003 International Residential Code sections,R502.11.1 and R802.10.2 and
referenced st2ndard ANSIfTPI 1.
` Girder carries hip end with -0-0 right side setback, 0-0-0 left side setback ani
6-0-0 end setback.
10) Hanger(s) or other connection device(s)s hail be provided sufficient to support concentr2ted load(s) 459 lb down and 148 lb up a
25-2-8 on bottom chord, The design./selection f such connection device(s) is the responsibility f others,
1 �1) In the LOAD CASES section, loads lied tD the f p
� � �� �o �f the truss �r noted front (F) or ba(B).
LOAD CASE(S) Standard
Continued on�pNe 2
-
[Job --*-----,----i Truss - i Pm45 Type FQtY
04-26KH 'C8 , I JF TRUSS �
FRANKLEN BUILDING -SU
PPLY, JEROME, iQ. 83338
LOA[] CASE(5) Standard
1) Regular: Lumber fncrease=1.15, Place Increase= 1 . 15
Uniform Loads (plf}
Vert: 1-2=-43(F=43), 2-7--43(E=43)3 7-9=-8E, 1-10=-149(F=-133)38-10=-16
Concentrated Loads (1b)
Vert: 1 0=-459(F)
Ply
1.
Job efere aq
.400 s Aug 12006 MiTek Industries, 1 ria. Tue Apr 09:11.42 2007 -Page--2
Job 9 Truss - TY -, z Type
i
0426KH C _ : F TRUSS
FRANKLIN BUILDISUPPLY, J EB , 1U. 63338
LO
C)
7-10-
7-1-
15-6IN -8
Oty Ply
c; Job Reference opf oral
.400 s Aug 1 2006 MITek Industries, Inc. _Tue Apr 24 09-11 '.4 2007 Pagel
---
-- -0-
ScaleL 1-58.21
Mr&q r�
l
ow
-10- 15,E- --
_,
7-10-8 7-8-0 7-8-0
LQRQIEVG
(pstj
I SPACING
0-0
CSf
i3EFL in
TCLL
35.0
Plates Increase
1.15
TC {}.67
Vert(LL) -0.21
TCQL
$.D
L[�mhar fnrraacA
11
1�
I Qr- n cc
BOLL 0.0 Rep Stress .1nor YES
BCDL 8.0 Code JRC2003ITP12002
s
LUMBER
TOP CHORD 2 X 4 DF ' I o. l Btr
BOT CHORD 2 X 4 DF No.I &Bt:r
WEBS, X 4 DF Stud/Std *Except*
4 CSF No.1 Btr, W4 2 X 4 DF No.1 &Btr
wa a.2s
(Matrix)
REACTIONS (Ib/size) 1=156410 -4 -Op 5=177610-5-8
Max HQrz 1=-130(load case 6)
Max UpEift1=-227(Ioad case 4), 5=-332(load case fi)
'tll�TL
Horz(TL
BRACING
-U.
0.11
A -t 1
10
I/deft
Lid
>999
360
7-9
>999
180
/a
n1a
8--
PLATES
� MT20
I Weight: 128 Eb
GRIP
2201195
I
C)
I UY C;HURD Structural wood sheathing directly applied or 2-11-5 ac purlins, J
BC T CHC3RD Rigid ceiling directly applied or 10-0-0 oG bracing. �
I FORCES (1b) - Maximum Comdr ion/1 1a imurn Tension
TOP CHORD 1-2=-2868/468F 2-3=-31711621 3-4=-3171/621 _ 5-6—.0178
B OT C HORD 1-1 1=-379124291 10-11=-382' 423r -10=-382/2423, -9=-336/23941 7-8=-336/2 3 94) -7=-3331240
WEB -11-013041 2-9=-267/1083p =728/286' 4-9=-279/1089t 4-7=0/301
TE
1 Unbalanced d roof live 102d102ds have been considered for this design.
#end. ASCE
7-98; 0rn.ph, h= ft T DL=44 0p f, B C L= . p fa Category I1; Exp r enclosed, MVVF gable end zone- cantilever
left and right exposed ; end vertical left and right exposed Lumb r DOL=1.33 plate grip DOS.=1.33.
Provide adequate drainage to Prevent water ponding.
4) This truss has been desi gned for a 10. 0 p f .bottom chord lave load nonconcurrent with. any other i«
e loads.
This truss requires plate inspection per the Tooth Count Method when this truss 1*s chosen for unlit assn inspection.
) Provide mechanical connection bter fru, to bearingplate quality r���
at joint .
capable of Frith t ndl ng 227 l b uplift t joint I ancf 332 ! b uplift
This true. I*s designed in accordance with the 2,003 International Re d ntw l Code sections R502,1 1.1
and R802.10,2 and
referenced standard ANSITFPI 1
LOAD :E) Standard
L_
Jou I Truss
j0426KH iEJ1
LOADING
tpsf�
TCLL
35.0
TC#']L
8.0
gcLz
0.0
BCDL
8.0
LUMBER
TOP CHORD
I BOT CHORD
VVEBS
TpAe4Type
I. NO TRUSS
Qty i PI
Igo i 1 �
I I i Job Reference laotionall
ILUJIN I i L I , 1 00 s Aug1f 2006 MITek Industries,Ir .
e
--(
--
ff
2x4 11
3
�l
SPACING -0-
Plates Increase 1.15
Lumber Increase 1.1
Rep Stress Inr YES
Code IRC2003ITP12002
X 4 CSI= No.I &13tr
4 DF Stud/ .tai
2x4 --
TC U
LSC 0.23
B 0.00
(Matrix)
REACTIONS l b/size) 2=524/0-5-8t 4=247/0-5-8
Max Hors 2=14 ('load case )
Marc U p I ift2 =-1 (toed case , 4=-54 Ioad case )
PONCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2-0178, 2-3=-132171, -4=-202/81
BOT CHORD -4--25133
6-0-0
DEFL
in {loc}
lldefl
L.Id
vert(LL}
-0.05 2-4
X999
360
VertJL}
-0.10 2-4
>657
180
Norz(TL)
0.00 4
nfa
nla
BRACING
TOFF FAD
BOT CHORD
2X4 11
PLATES
MT20
Weight: 24 lb
l
Page I i
RIP
220/195
Structural wood sheathing direct[direct[y applied or -0--0 oc pudin f
except end VeTtiC211S.
r id ceiling directly applied or 10-0-0 oc, bracing.
NOTES
Wind: ASCE 7-98; 9OMph, h= ft; T DL=4.0p f; B L= . p f; Category 11,
� ; enclosed; MVVFRS
gable end zone; cantileverlfand rightexposed; end vertical Iland dft LderL-1_ I t rip
DO .33,
This truss has been designed for a 10.0 p f bottom chord live load nonconcurrent with any other lave loads.
This truss requires plate inspection per the Tooth Court Method d hers this true is chosen for ual it ire lle inspection.
Providemechanical o�,r�etion bothersof truss to bearinglet.. �
joint .
� ���I �f ��l�tndi� 1 Ib uplift t joint and Ib r�plift at
• F
5) This truss is designed ina ord n with the 2003 International Residential Code Sections R502.1
referenced standard ,SJ TPI 1. 1. � F .1 end
LOAD CASE(S) Standard
3-1-8
riaie
1-
rimes increase
Lumber Inorease
Rep Stress I nr
1
TC 0.91
BC 0.12
'B 0.06
(Matrix)
I
LUMBER
TOP CHOR1) 2 X 4 DF _ I &Btr
BOT CHORD 2 X 4 DF No. I &Btr
WEBS 2X 4 CSF StudlStd
REACTIONS (I b/size) _ 4/0 - -8, = 7/Mechanical
Max Horz 2=1 f d case )
Max U pI ift2=- l lod case 5), --47(1
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/78, 2-3=-22816, - =-1 , 4-5-"-1,98150
BOT CHORD 2-6...161119,5-6�-45/79
W 3-6=0/1 39
DEFL
Vert(LL)
Vert(TL)
Horz(7L)
BRACING
TOPCHORD
BOT IFIL
--0
Apr 24 019;11-.44 2007 Page I
Weighf:291
i
i
Scale = 1:18.8'
Structural wood sheathing directly applied or -0-0 cc purlins,
except end verticals.
.rigid ceiling directly applied or I O -D-0 cc bracing.
NOTES
1Unbalanced roof Vve loads have been considered for this Assign.
Wind: ASCE 7- ; 90mph; h= ; T DL- .Gp f B L=4. p f- Categcvy 11' Exp ;ri l ed; MVVF . 2dl end d on, cntilr
eft and right exposed ; end vertical lift and right exposed; Lr IL =1 .33 plate grip DOL=1.33,
This truss has been designed for a 1 .0sf bottom chord 1 i
� 102d nononcu rant with any other I rve 1 gid.
This truss requires plate inspection per the Tooth Court Method when this true is chosen for qUality assurance in
5) Refer to girder(s) for true to true connections.
6) Provide mechanical connection (by others) of truss to bean inplate
joint
t capableof itbtndln 1Uplift pli 2t �oint end 1 b uplift at
,
This truss is de si in aG rd n ce with the 2003 International Residential Code sections I 02.1 1. 1 .end i .1 0.2 and T
referenced standard ANSIfTPI1.
LOAD CASE(S) Standard
I
True - -� - .I T T
Qty
0426KH ;G- AEs
4
FRANKLI N BU ILC I NG SUPPLY, JE ROM E. 1 D. 833 -
LOADING
p
TOLL
35.0
TDL
8.0
BOLL
0.0
BDL
8.0
LUMBER
TOP CHORD
BOT CHORD
EB
OTHERS
PI -0-0
Plates Increase 1.1
Lumber Increase 1,1
Rep Stress I n r YES
Cede IRC2003[TP12002
Ply
I
I i fob Reference (option _
6.400 S Aug 1 2006 MiT k Indu. trey, Jn . Tue Apr 24 09:11.-44 2007
2x4 };rf 1
2x4 ! 2x4 i 2x4 11
CSI
TC 0.28
BC 0.34
WB 0.12
(Matrix)
2x4
3x5
DFL in IDC}
Vert(LL) rola
j Vert(TL) n!a -
Horz(TL) 0.00 7
BRACING
TOPCHORD
30TCHORD
+`F B
Page I
Scale = 1;62.
I/deal Ud PLATES GRIP
n/a 999 I T 0 220/195
n1a 999
n 1a n a
Weight,+ 73 lb
Structural wood sheathing directly applied or 6-0-0 oc purlins'
except end verticals,
Rigid eeif1ng directly applied or 10-0-0 oc bracing.
I Row at mid pt 6-7f -
REACTIONS (Ib/size) 1-65/9-7-0, 7=58/9- - a 11 =/_ - , 1 =20319- -0, 9-209/9-7- a=18619-7-0
MaxHorz 1= 1 (ic d ease 4)
Max Uplift1=-18 1(Coad case3), =--1 7(load case4), +11=-1 (load case ), 1 =-1 load case =-1 load =:
168(load case 5)
Max Grav 1=341 (load case ), 1 0 l ad cage , 11= I o d case 1), 1 = 0 load case 1), 9=20 9 load case 1 =186 l
oadcase 1)
FORCES l - MaximGom r ion/Maxi i
TOP CHORD =-4601265, =-3881251, =-3,06/2311 4-5=-237/2321 5-6=-79/87, -7`-46/57
BOT CH ORD 1 -11=-8911 , 10-11=-8911 , -1 0=-89/1 35P 8-9z-8 9/13 5, 7-8---z-8911
WEBS 2-11 =-1 671162, -1 =-17311703 4-9=-1751193, 5-8=-2071195
NOTES
1) Wind: ASCE 7-98; mph: h= ft T DL=4.0P f 8 DL= . p f; Category 11; E � enclosed; F able
� � � � end zone; cantilever
left and right exposed ; end vertical f ft and right exposed; Lumber DOL -".33 plate grip D L =1.
Truss designed for wind loads in the plane f the tray only. For studs exposed to wind nor
GableEnd Detail"
(normal t� tf�'� face), frTeJ "Standard
3) This truss has been desig ned for a 10, 0 p f bottom chord J [ve load non mu rrent with any other I ive [cads_
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for qU21ity 2SSUrance inspection.
Gable requires contInuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 .
Provide mechanical connection (by ethers) of truss to bearing plate capable of withstanding 1 1 lb uplift lift at joint � p � t 1, 137 lb ulplift at
joint 7, 154 lb upl ift at joint 11, 157 1 b uplift at joint 10, 142 Cb uplifft @t jei rpt. 9 and 168 1 b u I rft at joint ��8.
8) This truss, i designed in accordance with the 2003 International � p �
Residential �d tier,, 0.1 1.1 and R802.1 0k2 and
referenced standard ANSIITPI 1.
LOAD CASE(S) Standard
X 4
DF
No.1 &13tr
X 4
DF
No.1 &Btr
CSF
No, 1 &Btr
X 4
DF
Stud/Std *except*
ST4
2 X 4 DF No.1 &Btr
Ply
I
I i fob Reference (option _
6.400 S Aug 1 2006 MiT k Indu. trey, Jn . Tue Apr 24 09:11.-44 2007
2x4 };rf 1
2x4 ! 2x4 i 2x4 11
CSI
TC 0.28
BC 0.34
WB 0.12
(Matrix)
2x4
3x5
DFL in IDC}
Vert(LL) rola
j Vert(TL) n!a -
Horz(TL) 0.00 7
BRACING
TOPCHORD
30TCHORD
+`F B
Page I
Scale = 1;62.
I/deal Ud PLATES GRIP
n/a 999 I T 0 220/195
n1a 999
n 1a n a
Weight,+ 73 lb
Structural wood sheathing directly applied or 6-0-0 oc purlins'
except end verticals,
Rigid eeif1ng directly applied or 10-0-0 oc bracing.
I Row at mid pt 6-7f -
REACTIONS (Ib/size) 1-65/9-7-0, 7=58/9- - a 11 =/_ - , 1 =20319- -0, 9-209/9-7- a=18619-7-0
MaxHorz 1= 1 (ic d ease 4)
Max Uplift1=-18 1(Coad case3), =--1 7(load case4), +11=-1 (load case ), 1 =-1 load case =-1 load =:
168(load case 5)
Max Grav 1=341 (load case ), 1 0 l ad cage , 11= I o d case 1), 1 = 0 load case 1), 9=20 9 load case 1 =186 l
oadcase 1)
FORCES l - MaximGom r ion/Maxi i
TOP CHORD =-4601265, =-3881251, =-3,06/2311 4-5=-237/2321 5-6=-79/87, -7`-46/57
BOT CH ORD 1 -11=-8911 , 10-11=-8911 , -1 0=-89/1 35P 8-9z-8 9/13 5, 7-8---z-8911
WEBS 2-11 =-1 671162, -1 =-17311703 4-9=-1751193, 5-8=-2071195
NOTES
1) Wind: ASCE 7-98; mph: h= ft T DL=4.0P f 8 DL= . p f; Category 11; E � enclosed; F able
� � � � end zone; cantilever
left and right exposed ; end vertical f ft and right exposed; Lumber DOL -".33 plate grip D L =1.
Truss designed for wind loads in the plane f the tray only. For studs exposed to wind nor
GableEnd Detail"
(normal t� tf�'� face), frTeJ "Standard
3) This truss has been desig ned for a 10, 0 p f bottom chord J [ve load non mu rrent with any other I ive [cads_
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for qU21ity 2SSUrance inspection.
Gable requires contInuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 .
Provide mechanical connection (by ethers) of truss to bearing plate capable of withstanding 1 1 lb uplift lift at joint � p � t 1, 137 lb ulplift at
joint 7, 154 lb upl ift at joint 11, 157 1 b uplift at joint 10, 142 Cb uplifft @t jei rpt. 9 and 168 1 b u I rft at joint ��8.
8) This truss, i designed in accordance with the 2003 International � p �
Residential �d tier,, 0.1 1.1 and R802.1 0k2 and
referenced standard ANSIITPI 1.
LOAD CASE(S) Standard
Job 7Nu
0426KH HR1
FRANKLiN BUILDING UPPLY, JEROM , ICS. 83338
1
--1
Tr11""%Cype
R�, iF TRUSS
--
4--
6.40-0 s Aug
Job Reference (optional)
1 2006 MiTek Industries, Inc- Tire Apr 24 09,11:45 2007
- -1
S5af� �- 1:19.1
X
!;
R
I
LOADING
(pso
TOLL
35.0
TBL
8.0
B.LL
0.0
BCD L
8.0
"LUMBER
TOP CHORD
BOT CHORD
VVEB
SPACING 1_0 -
Plates Inorease 1.15
Lumber increase 1.1
Rep Stress 1nr NO
Code IRC2003ITP12002
DF O. I Btr
X 4 Bi= o. I Btr
X 4 DF Stud/Std
CS[
D FL
in (bc)
{Idefl
Ud
TC 0.41
Vert(LL}
-O.Dn 8
3999
350
BC 0.08
11ert(TL}
-0.01 7-8
X999
180
WB b.08 ,
Horz(TL)
0.00 7
nla
nla
(Matrix)
i
REACTIONS P1. i ) 7=361 /Mechanical, 2=23110-7-1.
Max Horz 2=84(load case 4)
Max Uplift7�_10 I @d case s 2 - (load case
FORCES (1b) - Maximum Com pression/Maxi mum T n icn
TOP CHORD 1- -0136, 2-9=0/3612-3=-266/03 3-4=-57/481, 4-5=-9/0x 4-7=-219/109
BOT CIS 'ID 2 -8= -531231t7 -8= -53/231P6 -7=0/
'Y V EBS 3-8=01900 -7-x'252/44
BRACING
TOIL' CHORD
BOTCHORD
r
PLATES GRIP
To 220/195
q
Weight, l
Structural wood sheathing directly applied or 6-0-0 oo purl -in
except end verticals.
Rigid ceiling directly applied or 10-0-0 cc bracing -
NOTES
1 Wind: ASCE 7-984 90mph=25ft; T L= .Op f B C L-4. p f Category 11; Exp ; enclosed; MVVFRS gable end zone; cantilever
left and r[ght exposed ; end vertical left 2nd right exposed; Lumber DOL -1 -33 plate grip DOL=1® .
This truss is not designed to support a ceiling and is not intended for, use where aesthetics aro a consideration.
3) This truss has been designed for a 10.0 p f bottom chord lige load noncon urrent with any other live loads.
4 This truss requires plate inspection per the Tooth Count Method when this truss is chosen for qU Nty 2ssurance r� i np esti ori .
Refer to girder(s) ) for truss to truss connections.
Provide me&ani ai connection by others) of tress to bearing
� bearinplate capable of withstanding 10 lb uplift fat joint 7 and Ibuplift at
7) This truss is designed in accordance with the 2003 International Residential Cod ction R502.1 1.1 a rid R802. 10,2 and
referenced standard ANSIITPI 1 E
In the LOAD CASE(S) section' loads applied to the face of the truss @re acted as front For back (B),
LOAD CASEP Standard
1 Regul r: Lumber In r ase+ -1,1 t Plate Increase=1. 1
Uniform Loads (plc
Vert: 1-943
Trapezoidal Loads (ply
Vert. 9=43 (l -z43, E3=43) -to -4=-132(F=-45, B=-45) M =- Fz---4 , B= -45) -to -5=-103(F_-480 B=- 2_7(F=7
Job Truss
042fiKH A
Tr"'hype
��. JF TRUSS
A _
FRANKLIN BUILDING P PLY. J E E P [D, 83338—
Qty j Ply
4 I 1
-400 Aug
AIN
Jc)b Reference (Optional
12006 MiTek i ndu trie , inc- Tae Apr 24 09,11:45 2007
LOADING (pst]
TCLL 35.0
TCDL 8.0 �
BCLL 0.0
BCDL 8.0
ILUMBER
TOP CHORD
1BOTCHORD
I
SPACING -0-
Plat s Increase 11
Lumber Increase 1..15
Rep Stress In r YES
Code IRC2003fTP12002
X 4 DF o,1 Btr
4 DF No.1 Btr
1
TC 0.33
BC 0.03
B 0.00
tivtd[r�xJ
REACTIONS (IbJsize) 2=37910-5-8, 4=151Mechanical, 3=-21/Mechanical
Max Hfl2 2=1 Qq(load ease 5)
Max Uplift2=-193(load case 5), 3=-21 (load case 1)
Max Grav2=378(load case 1), 4-34(IO2d case z), 332(load case 5)
FORCES (Ib) -Maximum Compression/Maximum Tension
TOP CHARD 1-2=0/7712-3=-86/14
BOT CHORD 2-4=0/0
DFL
Vert(LL}
Vert(TL)
Horz(TL)
n
-0.00
-0.00
-0.00
BRACING
TOP CHORD,
BOT CHORD
1
2
-4
3
PLATES
MT20
GRIP
220/195
Page 1
Scale = 1:.
Structural good sheathing di rectly applied or I-1 +1.-1 1 oo purl ins.
Rigid ceiling directly applied or 10-0-D oc bracing.
MOTES
1 Wind: ASCE 7-98; 90mph, h= tt; T L= . p f; DL= , p f; Category 11; Exp Q enclosed; MWFRS g2bleend zone; cantilever
left and right exposed ; end vertiGal left and right exposed; Lumber DOL=1.33 plate grip D L=1 .33.
This truss has been designed for a 10.0 p f bottom chord live load nonco current with any other live foals.
This truss requires plate inspection per the Tooth Chant Method when this truss is chosen for quality assur2nce inspection.
4 Refer to girder(s) for truss to truss connections-
5)
onn ction _
Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 11) upliftat"olnt 2 and 21 lb uplift at
joint 3.
6) This true is designed In accord2nce with the 2003 International Residential Code sections R502,11.1 and R802.10.2 an
d
referenced standard ANSVTP1 I
LOAD E() Standard
Job LTruss
!0426KH IJ2
I
I= A LIN BUILDING SUPPLY, JERO E, ID. 83338
LOADING
TCLL
TCpL
BCL
gGDL
(Psi
35.0
.0
.
8.0
T
I
Tr�Tvo
Rx.,.,JF TRUSS
Qty I Ply
4 a
Jab Reference {o�fional
6.400 s Aug "f 20Q6 MiTek Industries, Inc. Tue Apr 24 09:11:46 2007 Page I
--0 3-11-11 1
SPACING -0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Ivor YES
Code IRC2003ITP12002
C51
TC i}.38
� 8C {1.09
WB 0. 00
(Matrix)
DEFL
in Ooc)
I/d fl
Lel PLATE
Vert(LL)
-0.01 2-4
>999
360 MT20
Vert(TL)
-0.0.2 2-4
>999
180 i
Horz(TL)
-0.00 3
n/a
n.1a
iLUMBER BRACING
TOP CHORD 2 X 4 DF No. I &Btr TOP CHORD
BOT CHORD 2 X 4 DF No.1 &Btr BOT CHORD
REACTIONS (1 h/size) 3=87/Mechanical, 2=442/0-5-8, 4=29/Mechanicat
Max Horz2=1380cad case
Max lift =- (10 d case , =-1 10 d case
Max r = 7(1oad case 1), ® I o d case 1), = (Io. d case
FORCES (lb) - Maximum pr ion -I axi mu m Tension
TOP H 1 D 1- a P 2-3=-103/27
BOT CHORD 2-4=010
Weight{ 15 1b
Scale = 1.1.
GRIP
2201195
Structure l wood sheathiEn di redly applied or -k11-11 oc purl ins,
Rigid ceiling directly applied or 10-0-0 oc bracing.
I MOTES
1) Wind, ASCE 7-98; 0mph; = ft; T L�4. pf; DL=4- f; t 11; E ; enclosed; MWF
0
. '` � � a hlendzone; cantilever
left and right exposed ; end vertil left and right exposed, Lumber D0L=1. plate grip DOL=1. .
2) This truss has been designed' for a 10. 0 psf bottom chord live load non on u rr nt with any other live loads,3) .
This truss requires ,plate inspection per the Tooth Count Method when this trussis chosen for quality @ssurance inspection.
Refer to girder(s) for truss to truss connections.
Provide mechanical connection (by others) of truss to beaming plateable f with -stand lb u lift a ' .
joint .
p � � t �i�r�t ��� � l� �li�k t
This true is designed in 2COOrdance with the 2003 International Residential Code sections 8502.1'1.1 and R802.10.2 and
referenced st nd2rd ANSI/TPI 1 _
LOAD CASE(S) Standard