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W LL m u e
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VU/ 14/ uta RUN 12:58 FAX 2085226459
Job
Truss
Al Type
-D, U EF
BMC E 'r f 1r)FSO FALLS)., IDAHO FALLS 10 8 3402
5-9-10
-4-11
BIC WEST TRUSS
16-7-01 2 -
C=
]Job Referna�i��
5x200 S Feb 21 20D5 MiTek Industries. in -- n Jun -12 13-.50-2 0
5 Pagel
7-4.6
5-4-11
1� -) n
Mate 0
0 t
--
'left
LOADING (ps
TOLL 35F0
TCO L 7,0
BOLL 0,
BDL _
167-0
4�-
ti --
4
Pill --o CSI
Plates fricrea a 1,15 TC
TEFL in (Joc) Udeff Lid
Lumber Increase 1,1 erf(LL). 0,1 B_L >999 240
Rep Stress Incr - 13 0.43 V8r t(TL) -0. -L >999
COda IRC2003JTPJ2002 W13 0.68 Hort(TL) 0.10 a ja
L -U M 5ER
T P CHORD 2 X 4 SPF 1650F I.5F-
B T CHORD 2 X 4 SPF 165OF I - 5E
WEBS 2 X 4 SPP StudjStd.
13FZACING
TOP i -I D
-StructLiral wood sheathing direwy applieddire or
4- ptid in r
BOT ISD
ig id veil i rig directly aW a d or 7-6-15 oc h rac ing,
WEBS
1 Raw at m idpt
D - K, E - K, r F- I
REACTIONS obi e)
1755/0-5-8
H i 1755/0-5-8
Max Horz
B loa(i case j)
Max Uplift
B .763(bad case )
-16 (I d case )
FORCES (1b)
axirnuM mPr siOrMa)dMUM Tension
TOP CHORD
`B
0174 '
O-
-2451/944
-D
-175
D -F
-1,558/742
E—F
-155W742
F-
-21781965
-H
-24511945
M-1 =
0174
BOT CHORD
B -L =
-8x8/1904
-L =
-62611659
J-. _
-515/1559
I4-1 =
-661/1904
WEBS
-L
-3501226
r M
D -L
`; -328/A 35
O-
_ -J41
E -K
-657/1126
F -K
-653/431
F -J
= -328/435
-i
-350/227
NOTES
1 Unbalanced roof INN I0@ds have b -non
onsidemd for Chir, design.
Wind: ASCE 7-913; 90rnph; = :
TDL=4, psf; E3DL= . ps ego tl; E
xp
enci is rAVVFRS gable erect zone
cantliever Jeft and riht p ; po left end
right exPDsed, LuMbor D0L=1. WIE) gnp
DOL= 1, 33,
This I russ h a S been designer for a I (),0 p 5 f
b0ftm&n-rd live J o 2d no rn r u Trent w h any
of r IIve loafer
4) This trU s requ i res p4atEo iris PeC tion per the
Tooth u nt Method when this truss i� chmen
fb.r quality assur a jnspe iorr..
5 Provide a McGha decal tonneaiun (by others) of
truss to Ming Pie capable Of withstanding
763 ;b 1 t 8 a nd 763 I b U pl eft at joInt H.
This 1russis designed in a atance with I
2003 internatfunal Residential Code ions
8502.1-1. I and R 802-10 . 2 and reference
Standard AN S ITT I I
LOAD
Stallard
PLATES GRIP
M1120. 197/144
Weigh! 148 lb
LADING (psi
TOLL
3-o
T DL
7.0
BOLL
Dry,
S JDL
7.0
`UIN J4 b IFAX 2085226459
Truss,
IDA FA E , ID A H UF LL t ID 83-40
I.
1-_0
2 Type
ROOF TFzLiSS
BMC WE ST TRU 5 5
1
nYA rideConst �-Realaafer tignal
6.200 S Fab 212 Q ok Indu ies lnci
Fr;fj Wol y
RM
Mon dun 121 -3: 50 7 2006 P290 I
J
SPACING -0-0
Plates Ire 1.15
Lu m bei lncr a e 1,1
Rep Stress I ncr NO
LUMBER
TOP CHORD 2 X 4 SPF 1 6P 1.5E
130T CHORD 2 X 4 SIF 1 5OF: J.
WERS 2 X 4 SPF j u"td
13RACING
TOP CHORD
tructural Mod sheathing directly applied or
6-0-0 oc Purlins, Oxcept end veal _
SOTCHORD
Rigid" ceiling "Fectl apP1i d Or M -M OC bracing,
WEBS
I Row at rnipt
J -K I -L
REACTIONS
K
L
i
max I-IoTz
B _
Max UpIft
K
B
L
i
P
iize
8/i. --,g
277/14-6-8
1104-B-8
200/14.-,8-8
202114-8-a
169/y -8
13711 4-8-8
217/14-8-a
164114-8-8
465(foad
641t4-
(foal CaSe )
-( load case
DEFL
-JcF case
I/des
-54(load case
5 )
-5(1 d ca
-263127
-91 (bad case
q
-73(load case
rL/r
rVa
-350oad ease
5)
-1060ow case
)
--( Icod case
.q
FORCES (1b)
Maxim= am p r is ax irrrum Ton sio n
TOP CHORD
A-8 zz Of7i
TOP CHORD
dam
IA 0
-7-U-IU
t
TC 0.23
DEFL
in (Icy
I/des
D -E
Viart(LQ
er1(7Q
0
-0-00 A
-263127
13 0.19
(Matrix)
HOrz(TL)
0:00 K
rL/r
rVa
B -
-4 o/4-(
D
= -393149
D -E
= -321142
E -F
-263127
F-
y -22313
-H
-167148
H-1
-99/45
1-i
_ -51/36
J -K
; -66/41
BOT CHORD
B-
-
- -11
P-
L -11i
-P
I
-VI
-0
_ -1
L-
-L
E.5
F-0
I -L
-10DI52
-1 721 O
H-
-1731107
--
z -144/89
C-R
-141184
D-
= 1 1
-1
-142J87
DOTES
1 Wind. ASCE 7-98; ()mph; h= ,g ;
T DLz--4. ,psf; E3L=4. p f, Category 11 Exp
ca nti.l ever left and ri gtt exceed ; Porch l h' and
right ex posed. LUfnber D0L=1, 33 plata gri
1)0- 1. 33.
P'
Truss d ned for i rid 102dS 102di n the p] a nq of
the VUSS only. Forto d s exposedto wind
(normal to to face), s9a M[Tek 41,5tandard
Gable End Detail"
TNs truss has been desfqrLsd for a J(),() p f
h0tfom chord J V5 toad nc ncunre lh any
other .dive load$.
Ud � PLATES GRtF
tzo Mr120 19W 144
izo
Na
Weight: 88 Ib
All PJ:8 t .G are 1, 5x4 (V1 1120 rani e ss otherwis 9
indicated.
This truss reqtri res plate i nspa ti per the
T001h Cbunt Me thod wh an this trust 13 chosen
for equal " assuran j n S pectran,
Gable requ[res contirWous bottom chord
bearing.
Gable studs spaced at -0-0 .
8) Provide mechanical Connection try others) of
trus s tO bea ri ng P late capabll a of withsta nd prig
7 fb u pll It at j orrt K, 30 J b UPffft at joint B, 54 1b
VIM at joint 0, 85, Ih UP11it at )pint L, 91 Jb u irk
at joint M. 73 1b UP] ift at joint N, :5 1 b u 1 ift a
joint R, 106 1b u0iff atjoirit Q and 69 It, a lift
joint P. � at
This truss is designed ri a cOrdan e m1h the
2003 I ntn atiorTal R $irit [a l Code sectio
R5102.1 1.1 and 8802.10.2 and -referenced
standard ANSVTPI 1,
LOAD CASE(S)
Standard
&1e = 1:35.6
VD I Ub
0
1
,Ni 12:57 FAX 0$5226
Trus
Al GE
1.6-
1.6-0
.-
1. —0
z Ty"j, a
ROO F TRUSS
BHC WEST TRUSS
r1i
Getty f Ply
11
1 dndor con st,-ReiE y
1
',J0b Rafe re noe--LQti a l
6..200 s Fab 212005 MiTek Irt'dustries, lric. fan Jin
1 13:50&0:27 2006 Page 1
--
1 -`
1-6-0
Scale b -
r -
aleb- 1,60.1
--
Flats et yr 33,2,0
�y
jE-
- C ;0-0-0
,0- j.0- ;--- _-
ADI pSPACING
--
TCi _-
X5..0 Plates Inca 1.7 TEFL in I0 I/dei Ud
TCr)L 7.0 Lumber [ncrease 1,,15 LL C,D Rap Suess Incr Sc 09 e TL -0.02 Br 'r 1971144
BCDL 7.0 � 1F�'���TF� B G,1 FIrTL 0,01 `� a n/a
LUMBER Weight+ 189 ibb
TOP CHORD 2 X 4 SPF 165OF 1, 5E-
BST H 04 PF `� F 1. 5 F H � Uplift _ TOP hla
CTHt� 4 SPF Stud/Stdj -1 ',
AlA� - - Cad Case ) H -I 79/220 Aj = -179/10
BRACING A� .- -60(foad case 5) W L - AB = -173177
AB - I d e ) J- - -AA = -169/113
StTuctTIS � � ������
ural sh lhirig directly appliedr - 7 l d case I L -78128 - - -1 1D
"-D Oc purlins. -85(I �I ase ) �� - -168/104
BOA° H _ - 8(I i l caro ) - F -X -1 1I D
- = '7 911 4
,g [d ceiling -d irecoy applied v 10-0- 0 0c brac WEBS -9800a 1 case P_ -7.91 �d -' - 110
I at mrdpt -( i oad case ) P -
K - AC, J -AD, i- E, L- 1, M -AA --4 6(Ioa d ca se4)-88a,3
)-�
Max r r -124176 1 LJ n b a lanced r t I i e Jba ha ve been
= -132M considered for this deli
BAC A 307133- - T- U 17 r � y ,; ;
J _ 163/33-2.0 AE 201 (load case 1 ) BOT H FA P F r 11 x Epp
194132-2-0 (load case 1 E- j - , enclosed; SFR gale end zorle
A l� ntilever left anti right P - p ed ; march left ancf
AF 196/33-2-0 AG 1-9(� d Mse 7) AH -Al richt eX s ; Lunt DOL=1.33 plate grip
AG 1 --�AH '-fid ase 1 ) -.fit-f - -�
SGL -1_.
AH .� AlAI 1 0 d case 7) AF -AG 1 �,���-.�c� = �� 262 ) T� de -signed for wind loads �l the piano of
Al A J 19-4(f d case 7) AE -AF the talcs Gr1l . For surds exposed to wind
Ai - 1 � � AS - 01(1oad case n - -541262 (r�arrnaf tc the face s
-
194i33-2-0 A ) AD -AE _ -54/. 62 } iT "Standard
A 1 7(foad case 1) A Gable Eau[ -)e1a lAA 197/33-2-0 y ,r
� 1 (load case 8) AB -AG 4) This truss has been designed for a 10.0 psf
196133-2-196 0 ase 8 =AB --54'26 bottom 01ard live load non co n c ent with any
i y 1 5(loa-d case 1 262 other live loads.
196/33-2-10 (load ca a 8) -54t262 5) All Plates gfia 1.:5X4 M1120 unless o r i e
70&33-2-0 Tgqload case ) - _ indicated.
4 94/33- - fi d 1 W- -54/262G) This truss i t PI t i r, p ti n per tl-�
T - -54 262 Toth crit Method Iran this truss i cho p
Max Hort t- c
�� cirrt�rr�+ a r i t 14 ci ur'r� T h i n for assurance ins 6T- or_
7) ablercontinuous bot
Max Uplift to chord00ad case ) TOP SB bearing.
B - 1 8) Gable stuffs spared @t �0 ;
-
AD 700ad case ) - -311/216 J -AD 731aS
1
AP -88(load caw ) -D -257/193 I -A E - 1 69111' 1
AF -94(10ad case _B5(Ind � ��� � -���1 ��
H -AF -1681102
A case ) E -F 6 -2131198 -1681104
-88(I0ad case 5) F-, F -AH -1 69f10
Continuedon page - -1681192 E - Al -1651106
vu/1/./ u 11 UN
1t FAX 2085226459
Truss
J 050:53-C)6 Al GE
L
BMC T � IDAHO FALL.), ID IS 0 FALLS,: C
NOTE
9 Provide rnechanjcai conn tF (by o erg
truss to boari ng plate I ver
f17standing 117
I b UPM at joi rpt B, 681 b u P1 01 at joint AD, 94 lb
Uplift at ipint AE,, 85 1b uplift at jaunt AF! 88 1b uplift
at joint AG. 84 CIS u Hik :a# joint AH. 981h
joi ntAl, 6C) ]b upi ift at j Dint 0 i uplift �t
t at 10i r1t
AS, 97 lb uPhft at j85r !b upliq of joint Z, 88
I b up li It at jojnt Y. I b u pr a t -flint lb up j
joik Y. Pint V d 46 ib up11q
10) This trussr, ClOsigned in a Gorda nca with the
2003 International Residential Code clic.-Is
8502.1 1,1 and R802-10.2 Arid referenced
to and ANSUTPI 1,
LOAD CASE(S)
Slanciard
2
�03 Type
ROOF TRLJ
BMC IIEST TRUSS
I
It
Pty
E
6.200 s Fab 212005 iTek Industries. J.n.
LOU/ J_LY UU
.IQU
ffllN I : b8 FLX 208 522645
Truss
W
BMC WFsT 0OAHO FALLS', IDAHO PALLS, J 1
0 -11 -
Type
ROOF TJX LISS
BMC WE T TRUSS
Q1Y I Ply Ja nder cnst,- a
rib Reference tionai
�, 200 s Rah 21 Te "' dUStre S r in(;. roon Jury 12 11-50-:28 2006 Page -.:
1
• 221
--
--
Scale = 1:55.4
fN
NIM
J ••
0-6-0 7-9-12
-
2 1 LI "het --Q,I I T -LCL - 4��l
LOADING (psi
T LL
35,0
`SCOL
7rO
BOLL
Lumber IFICrease
E CDL
7,O
'I LI -I) �::
ff% .
+1l-a---tT U-U`U
PACING
-0.0
GS1
Plates Increase
1.1
T .0. 72
Lumber IFICrease
1.1
BC 0.78
. j Suess Incr
yES
WIB 0,66
Cbde li C2DO31 X1206
(Matrix)
LUMBER
T P CHORD 2 X 4 3 IAF 16 50F 1. 5E*t*
T1 2 X 4 DF 24DOF 2.OE
BOT CHORD 2 X 4 SIF 16 OF I - E
4 SPF 165DF 1.5E
W2 SPF 165OF 1.5E
BRACING
TOP CHORD
Strue-twal Woo sheathing direcfly applied of
2-9-s oc purlins.
BOT CHORD
Rigid c9ilIng dict' apt ped or 5-10.1
bracing.
'I B
1 Rcw at midpt -1
REACTIONS (Ib/:size)
Max Hor-z
K
Max Uplift
G
-55(Id Case 3)
-699(load case )
-661(load case 6)
FORCES 1b)
Ma imamC`,rnPre3SiC]n/lVlRxirrmm Tension
TOP CHORD
-B
-841/464
B-
-7f1 525
C -D
-2829/1 DOS
D -E _
-2880/1104
F -F
-4025/1568
(-`
-4455/1686
BOT CHORD
= -1733(757
-
-524/974
J -K
-611/599
1-i
-130W133
H-1 =
-92513144
-H
-134913781
E30T CHORD
A -K
s -5241974
J -K
= -611599
PLATES
Vert(LL)
H-1
= -925/3144
-H
= -1349/3781
WEBS
-6.71 H-1
B -K
= -1733(757
B -i
= -80471
-J
= -147/171
Cyd
-8681660
D-1
= -972t2423
E-1
= -7
E -H
-4,91556
F -H
`370/261
NOTES
1) U n C a nc d rod I ire loads hav e been
consfdered for this deli n-
Ind ASCE 7-98- 0rnph,- h=2,5 ;
T D L�4 _ P f; B DL= psf; Categry11; Exp
n J ; MWFRS gable end tore;
anti lever left and right 8X p 0S ed F ,porch lad a rid
right exPrc Lumbar 0L -W1 fake grip
DOL=1.33.
This truss Nas h eon do signed for a 10a 0 psf
bottom chord lira lad nonconcumant wilh any
other Irve loads,
4) This l runs requires eats ins s1e ion per the
TOOth Count Method when this truss is chosen
fOf quafitY aSsuranceins l i n.
Refor to girder(s) for trtis to truss
c rnr Eons.
Provide rn ha `tical conn tion (by 01her of
truss to hearing plate capaMe of withstanding
6991h uPJjft at Joint K and 661 1b uplift at joint
7 This truss is dasigmd in, accordance with t
2003 IritMational Resirdentiai Cha sections
8502-11.1 and R 802.1 (1-2 and referenced
standard ANS UP 1 1.
i
D E FL
in (Ioc)
Ydefi
Lld
PLATES
Vert(LL)
-0, 40 YH
>953
24C)
M1120
6
V(TQ
-6.71 H-1
>551
1
H(TL)
0.59 G
n1a
a r
LOAD AE(
Standard
�-
I
8-2-0
Weight 132 lb
IJP
1971144
4
1
VU/ _LL/ U0 MUN 1 FAX 2 0 s.3
Job Truss
'05053-06 A2A -true Tpa
IROOF TR USS
8 WEST (JD H FALLS � F I U
t -
CD
Q 7 � 4-1 o -s
3-10-1
FALL!, ID 802
1 -
r
3-10-14
WIC WEST TRUSS
Qty
0
41 x rider const. -Rain
y 2
1°
I
4bReference () tic{1 a i
66 .220;z 212005 I iTek ln&sf�e:s, inc. Won Jun, 12 13-50:28 2006 pa
ge
--
--
ca le = 1:55-4
4
Hate set
LOADING (ps
TOLL
315,0
TDL
7.0
BOLL
0,
BCDL
7.0
1
11-2-11
5-7.5
SPACING -0.�}
Plates Increase 1-1
Lumber Increase 1..15
ReP Stress i ncr YES
Code IRC20o3jTpI2002
LUMBER
TOP NO RD 2 X 4 SPF 165 DF 1.5Fz
BOT CHORD 2 X 4 SPF 1650E 1.5E *E pt`
'EFBF Stud/til-Except-b
VVEDGE W2 2 X 4 SPF 165OF 1, 5E
Right., 2 X 4 L L Truss Grade
BMCING
TOP CHORD
StructuTal d I� #hi ng da � i applied or
2-8-5 = purlins.
BOT HCS
Rigid Csillag dlra t .appjlad r -8.4 oc bracing
REACTI D j sa )
H
May Hort
Max Wift
A
H
/M echan-Cai i
A61 W hani al
-load case 3)
73(iciad case
- 7 (load ease 6
FORCE (I h)
Maxi u rel cornpressjordmaximum Teri i n
TOP CH C RD
-i =
-2605/1124
B- T
-396811789
D
-353611499
D -L
-2 79 f1g68
E -F =
-2990/1142
F"
15211618
H
-4598/1733
BOT CHORD
J -1576/6319
-1 =
-103012051
L-
-1597/3445
`L
-134-1/3301
J- =
-98212889
1
-974/263
H-1
-1389/3880
SOT QHDRD
i i_111 1! 1i
GSI
TC 0,60
BC 0,
a D. 8
(Matrix)
NOTES
1) Unba[amcd r0Qf live loads have been
considared for this design,
ind. ASCE 7-03;0 h,- h!z2
Categ'
nul ; MWFRS gable end zone'
cantilever left and rightporch left and
right pC); Lurn ber D Lt I � 33 0 ate g rip
D OL1.33.
This truss Ns been designed for a 10. c pf
batiorn uhurd i iv e load rrcr nc u rre rrt Wi th any
other live loads.
4) This truss requires hate inspedion per ths
Tooth Count Method when this truss is chosen
fOf qualitY OsSurance inspection,
ROW tO gjr&r( ). for tru&s to tri iss
nnL' ctb .
6 Pravide mechanical CoRnection (by tither ) erf
truss to bearing Plate capable of withstarKling
673 1b UlYjft at WhI A and 6751b u plift at joint H.
--
DEFL
-103 D/2051
L-
= -1597/3445
-L
-134713301
i_
= -1SB9
W
-97413263
HT1
--a-79
WEBS
>502
a -M
J -1576/6319
R -L
= -151/1
L
-272'295
-3'274
D -K
= -402J511
D -J
= -644/447
P__J1
- -1103/2675
F -J
= -784154
F-1
-45DI560
Gut
= -368/256
NOTES
1) Unba[amcd r0Qf live loads have been
considared for this design,
ind. ASCE 7-03;0 h,- h!z2
Categ'
nul ; MWFRS gable end zone'
cantilever left and rightporch left and
right pC); Lurn ber D Lt I � 33 0 ate g rip
D OL1.33.
This truss Ns been designed for a 10. c pf
batiorn uhurd i iv e load rrcr nc u rre rrt Wi th any
other live loads.
4) This truss requires hate inspedion per ths
Tooth Count Method when this truss is chosen
fOf qualitY OsSurance inspection,
ROW tO gjr&r( ). for tru&s to tri iss
nnL' ctb .
6 Pravide mechanical CoRnection (by tither ) erf
truss to bearing Plate capable of withstarKling
673 1b UlYjft at WhI A and 6751b u plift at joint H.
--
DEFL
i D
000
VdeV
Lid
B rt(LL)
.4
I -J
>879
240
Ved(TL)
--a-79
W
>502
180
Hc.r TL)
0, 65
H
n/a
ref a
7) This tfuss is desi.qned In accordance with t
2003 Intemational Pesidenfial Codd se+ ic)n
R5 11.1 and 8802.10.2 ands referem refered
staridaird NrfTPl 1.
LOAD ASE-( ;
Standard
PLATES
M1120
Wefght: 139 lb
GIMP
197/144
JL . jr U UgUIN 1 Z b 9 FAX
Job
Truss
QST (IDAHO FALL 11J A Q FALLS,- ID
I
1-6-0 011
2085226459
2
R00F TRU
BXC IMST TRUSS
Pfy
NM
J.6,-dnder cOnst.-bele
11
Job P-te rer c e o o lia j l
6,200 s Fnb 21 2DD5 MiTek Industries, rt7r. ion Jun 12 13:60-=;29
d
12-10-9 14-8-8
5-11-9 E 1-g-15 F
Scale:
--
r.
1 12-10-9
--0 -of I ,,
Plate sei �` . . rs-0-1-1- rw_1-IA1 rr1-r, _-2 A r% � ^5 Fr -_.11.
LOADING (ps�
TOLL
'90.10
TCD L
7.
B CLL
0.0
BDL
7-0
r-- _'Y-'4.�'"C.1' 1 -4-41 IJ
±U-2-12;0-5-1
r j++ -. �" J -` L
-11-
SPACING -0-0 SSI
Plates l rea Ej . "� - in (1oc) G1dej d
T 0.21
Lumber Ir.� D 1.15 f3(LL) -0, H-1 -1-999 4 0
19p Stress I n r YES 5 er t jL) -O. oB H-1 > 180
d l 0 0 F� 12002 a _ H TL) 0.05 K rda rVa
LUMBER
TOP C HORD 2 X 4 SPF 1653F 1. 5F --
130T CHORD 2 X 4 SPF 1 OF 1� E
BRACING
TOP CHORD
SVuct ural wood sheathing directly 2 p piled ()r
-D cc purlieus. except end verflcials.
DOT CHORD
Rigid ceiling dfrwly applied or 10-" bracing,
Except
6� bracing: I -J.
WEBS
1 Row 2t mMpt F-
RE TI (lb/size)
Max Hcrz
1 41 Iced case 5
Max Uplift
K - 41(Icad case
-1 11(load case )
FORCES (1b)
TOP CHORD
-3 rz
0/63
B-�
-16510
C-0 =
-10714
ID -F
i 1
-F
_11
-I _
- 1 /2,4 1
F- _
-61154
THCI-
01159
- '
-2201165
H -f
X1/642
`H
-11-71237
F
-i
-7821394
LB
-!
= -221/835
D-1
= -11/172
E-
- -941325
F`
-7
MTF,
1) VV -Ind-- ASCE 7-98; 90mphp h=2 fl+
T DL, . p f BSL -4. ps f; CatGgory 11; Exp
C-enclased, MVV.FIBS gable end zone;
cantilever left afld right exposes; Lumber
DOL=1- 3 p13fe 90P D L=1 _., .
Pr Vide adOgUate drainage 1 o pr+-verwt water
ponding,
This truss has been dsid for a 10. 0 psf
bottom chord live 10ad nOncOncurFOrt with an
1her live I aad .
4) �li hl'8 1 rus r u rra. Plate a te i.nstion r the
nth int Method When this truss is chosen
for q ual ity as sura nce i nspecti on.
5) Bearing at joint(s) K cansidea parallel to
grZ]iri V211JQ using 1/TPJ I angle to Iain
f0TMul2. Bui ing designer should verify
Cape ity of bearing surface.
Provide mechanical onn tion others) of
truss to tin P1 t'8 CaPaUe of Withstanding
241 Ib LiPlif# at jc)int K and 191 1b uplift .at joird J.
7) 'his truss is design- in aOcOrdance with t
2003 International Residential Code s ti c r, :s
8502.11.1 and RK2_10,2 and referenced
standard ANSIrTPj 1.
LOADCA-SE(S)
Standard
14.8-8
1-9-1
PLATES
t'111120
e'ght: 76 lb
GRIP
197/T44
2
cafe: 3/811_1=
VU/ 1/./ Ut) XUA 12: 59
Job Truss
asos34X Aa
8M ''E:� RDAH
FAX 2085226459
FALLS), IDAHO FALLS, IIS —
-2-0-0
-0-0
Liss Type
MONO 10
7-6-7
--
BMS WEST TRUSS
NY lKle""Cl cer'st.-e [a
Jeb Refemmoc ticr.aj�
6,200 Fab 2T 2005 I iTek ln6ustHe , Inc. Mari Jun 12 13. u. 200"
14-11-8 --1
7-5-1 D E
J
LOADING (ps
TCLL
35-0
T J.+yyaJ��L
7,0
BOLL
0.0
3DL
7.0
_-
1
--
SPACING -0-0 CSI DEFL
.plates increase 1.1 in (10c) Ildofi
Lumber ire ease 1.1 B � BG 040 Vert(LL) Q. 16 13-H 5-999
ReP Suess Incr NO WS 0.,93TL) -0.1 B-H >919
'Code I
RC2
003ITP 1 00 Hor l-) a1 o i rVa
LUMBER
TOP CHORD 2 X 4 SP r 160P 1.5E
BOT CHORD 2 X 4 SPF 1 650 F 1,5E
WERS 2 X4 SPr lud/ ted
BRACING
TOP Hr)
Structural wood sheathirlU directly applied or
4-10-3 oc purlins, except and uerticaI.
BOT H RD
Rigid' coeiling directly applied or 6-0-0 bracing.
E B
1 Row at r nidpt E-1
REACTfON (Ik M e)
Wax Ham.
B 00ad case
max uplift
-345(load case 5)
0oa d case 5)
FORCE(1b)
MaxjmOrn Cornpr rc)rl ax1mum Tension
TOLD` 11 RD
B =
0193
E- =
-1477/618
D
--4701151
F-1
-699/429
E -i'
-670/412
D_E
-2641175
BOT CHORD
13-H �
-88711145
-H
-825/1126
WEBS
-H =
-142/252
=
-806/577
D-
-126147
-
-458/68
NOTES
1) And, ASCE 7-98; 0m h a h= ;
T DL=4. psf F3 X=41 _ psf, Category it- Ext
enci l; MVVFRS 9abla end zo ;
cantilever Ie and right e p ;POrCh left and
nght exPosed; Comfier D L=1. 0 -ate grip
DOS.=1.33.
Provide adequate dra-inaige to prevent waler
pending.
) This mss has bec n dasigrm d° for a 10- 0 p sf
bottom chord live bad rionconcurrert with any
other live loads,
4) This truss requ irEIS pate ins pectiorl per the
TOOth int Method "en this rS is chosen
[Or quality assuranw inspection_
Bearhg at joint(s) 3, I considers parallef to
grain value using ANSIrFPI 1 angle to grain
fa. mol a. Building de s i g rear s howl d verify
capac,i of boaring Surfaced
Provide mocha ni l onri ion (by otherz) of
truss to bearing pf-atO uapaNe of withstanding
345 Ib LJp4at joint 6 and 429 #b uplift at 10[nt I.
7 This truss is designed in aocordanc4q with t
203 InternalJonal Residential Cie sections
R 11 .1 and 1802.10.2 erld reiurerlt1
standard ANSIfTPI1.
LOAD CASE(S)
Standard
Ud
0
190
14-11-8 1
PLATES
1120
Weight. 69 lb
RIP
11971144
aae
:32.'8
VVIILI IVIUN 1 *0 FAX 2085226459
Job
Truss
ETCH F[ -,I, IF- 0 FLS, lD;
5-11
--
I-r ss Type
BNC 1IRST TRUSS
-7
'Y
Alex ander con st.-Relay
Job Referenr n t pn i
. 00 s Feb 212005 Mk -Tek Ind u tries,�'9. Wn Jun 121: 0:30 2006 pa
ge 1
-,1
348-
l-1
---ww
-Falq '--11:56.8
1-6-0
4-5-11 � --
,- 11
platy Offsets (. 'I:
LOSING (ps
TOLL
35.0
TDL
7.0
BCL.
0.0
BDL
7.0
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1.1
Rap Stress 1 r c r YFs
Code IRC2003/TP12002
LUMBER
TOP CHORD 2 X 8 L L Truss Grade *Except*
T1 2 X 4 ,SPF 1F 1,5E
DOTCHORD DF 1800F 1,6E "Except*
VVE13S 82 1.5 X 9.5LL Truss Grady
4 SPFStud/Std
2 4 SPF Stud/Std
PF Stud/ Icf
BRACING
TOP CHORD
Structural vAxd sheathing directly applied or
2-8-10 oc putt iris_
1307 CHORE)
Rig I d fling directly applied or -0- 15 oc bracing
WEBS
REACTIONS (Jb1size
B 2469/0--8
240,9/C[-.5-8
Max Harz.
2( Coad case 4 )
Max uplift
21ld case 6)
,.� -4211d rase
FORCES (Ib)
a i!Ttim Co-mpressiOrVIM@Arnum Tension
TOP CHORD
-B
0178
B - C
= -4023133.E
D
-34391288
D -E
= -2380/334
C47
-21511992
F-
-20811995
H
- -23781337
rVa1
= -34911300
1-,
-4015/320
J -K
0178
TOP CHORD
T
0
IIn
TO 0.97
Vert(LQ
(lof,)
-0.97 L -M
I1clen
>380
Lid
240
D 0.76
B 0.57
Vert(TL)
-1.55 L -IIS
>238
190
Via)
Harz -(TL)
0.11 J
n1a
rVa1
-1
0178
B-
X231335
-o
-3439/288
=
-23801334
E,E
-21511992
-
--20811995
`-H
-87
H -.I =
-349-1/300
11-1 y
-4015/320
J -
0/78
13C)T CHORD
B-
-38313264
L -M
-110124 D
J -L
-20313251
WEBS
E -N =
-5053/598
-
-50531598
-"11584
H -L --
-G311675
-!' =
-10831335
I -L
-1124/337
F- N =
-691724
TATE
1 Unbalanced roof f iVe loads have been
considered for this design.
z 'IItJ- A5G12 7-udr Mph, h=2 5 -
TCD L=.2psfk 0 L=,psf Cattery ll-, Exp
C; enclosed; MWFRS able end zeas,
cantilever �eftt and right exposed; porch iefl arid
riga exposed- Lc rater D0 L= 1 -3 3 pi of a grip
DOL= f. .
This truss has been des ig ned for a 10.0 p f
bottom c lord I ive I oad n o c k oncurr nt with a r)
0 h er we Ioads.
This truss require Rlate inspection per tb
Tit h u nt et when t h rs truss is chosen
ter quality assu,2nce inpedi n,
iii nq dead load .0 p f) an mem r( ) .
b) Boftom chord live icad (40..0 psfl and
additional bD'Itorn chord dead load (10.0 pso
applied Only to room. LI I
7) Provide mechanical carpe Pon (by
others) o
trUSS to ng Plate cam ble of, vAthstanding
4 21 1b uplift at joint B a nd 421 lb u pi [ft at joint J.
8) This toss iS designed in accordance with the
2003 International a ldentiet Code sections
8502.1 1.1 and 850 .1 0.2 and referenced
standard ANSIfTPI 1.
LOAD A E( )
Standard
-8-
F LTE
M1112L0
Weight: 233 lb
31-2-0
26-4-1
1,-
-q�l
RIF
SMI-L/VU III UIN
p
0
to
Truss
J tlLJA"0 FALLS), IDAHO FAL
1-10-0
FAX 208522645,9 BAIC �IEST TRUSS
�r b�6 Type Q,l
UEENPOT
SP 10 83402-
4-5-8
'x-5-8
--
A
c^ ,.. je.
1
Job I efer nceu p! naa
-6, 00 s Pab 212005 hAiTek Industries, Inc.
13-4-8
6-8-1
--
1-10-
Marl Jun 12 13.50;31 2006 Page 1
1 -1
1 --
Scale = 1:35.4
t
' p1`15,0-1-8
--
11-1-4
um
Prates lura 1.1
TCLL
4
TCO L
7.
ROLL
o.
BDL
7.0
' p1`15,0-1-8
--
11-1-4
um
Prates lura 1.1
0/87
B- _
flfi
d
Lumber Increase 1.
T 0,39
VerIA
0,f F -H >
C)
Jeep Stress Inas YES
WB 0.44
BOT JAR D
Code IJP 00 /TP 1: 04
-I =
Ho.rz l-
0-01 i Na
rV
LUMBER
TOP
--
TOP HORD 2 X 4 SIF 165OF 1,5E
BOT Chi PD 2 X 4 SPF 165OF 165O 1 A5E
WEBS 2 X 4 SPF Stli&SId
E3 RAC1 NG
TOP CHORD
Structural wccd sheathing direogy applied or
6- 0C pud Mrs s.
8T CHORD
Rigid telling directly app; ; or -0-0 cc bracing.
WEBS
I Rcw at micipt D-1
REACTIONS (l b/s, )
F
Max Horz
F
t0ax Uplift
F
Max Gray
F
I
8VO- -
1658/0-5-8
197 fload ease 4)
-fd case eo
-7500oad case )
(Iod case )
1 5�cad case 1
FORCES (1b)
Maxlrnum Compressjon/Max�mum Tension
TOP H ORD
-S
0/87
B- _
-392J782
D
-389/1
E _
-289/43D
E -F
-5131391
F-' W
04
BOT JAR D
-55")447
-I =
-380/391
FRH =
-3011342
WEBS
-1 -£-349/208
D-1
-13971542
WEBS
D -H -255/333
E -H -315/193
NOTES.
1 LJnbalanced r0Qf Jive loads have beon
considered for (his d iqn-
i. [ nd� ASCE 7- 8;0 r ph: h = ft;
T DL= . p f; BCDL=4. psf, Category 11; Exp
'fit one MWFRS 92ble end zone;
Cantilever left and right exposed. parch left and
right exposed; Lumber DOL=1.33 plate grip
CSL.,= i , -
is truss has been de ig nod for a 10.°n psf
bottom card live i0ad riOn Dncurrent with any
oth&r five lcad&
4 This firu ss req uIres plate in p i Cnper the
Tooth Count Melhad when this- true is chwen
for ctuality assurance Pnsp tiom
Prov ide rn e r1ian ical nn.ac ti a n ( by other) of
tr sD to ging ple to capable of vVithstanding
2971b uplift at joint F and 750 lb u pl i=ft at joint 1.
This truss is designed is accordame with t
2003 International Residential Code gections
R502.1 1.1 and R802,10.2 and referenceJ
atandard NS) TPI 1,
LOAD CASE(S)
larrdard
PLATES GIMP
1-1120 1971144
Weight: 7 Lb
C�