HomeMy WebLinkAboutTRUSS SPECS - 07-00034 - 490 Pioneer Rd - New SFRRs
07
7� �
GClffln St...
.1�}1ieS
IM
77-
73 R
I If
if 7
p
-IPT
16! q V
!r
.08
V
-3 1 r ILI
14 Tr
L
Tr -3 3 cc 5
-j
L I
L:
FF
39
7
I
HL F!
Ft
-4
it
;67; Rr 1
11 7,
n
:3 il L
i E i! ii
.71
E ,fir
L
jt
14
IT
............ J.�
3t
jr
A
1 13
Ll F
'I've
%
I
A
Le.
Tf—
, Z-0
.3
31
7
-3
L N
it 7
r
I ILI
XT
33
0
Z: El
Ff L !Z
. . ...... ... ....
Ir
-----------
wol!, M,
IL
tQ
I
rift
:j
7�
I-
40
C• 1YF
6,
U)
C)
m
0,
CN
c1r)
CC)
co
E
w
73
Cr
2A
31'
7 Z
M,
Orl
h
-(D I
0
0
0
c
r -4-
U-1
70
rT--,
C/)
In
ti
he
L;
cl�
73
2A
31'
7 Z
ir
r
c
s
--cm,
Er
71
3
3--l+
44
iZ
c
tj
';3
z
fr!
tj
El
V
17'
al
7L
L
zr
ri
Et
U
A
-
-0
al
cl�
9
W3
73
7 Z
9
W3
leans o Fail
3715 Bombardier Ave,
Idaho Falls, 183402.
Office: X208) 523-6691
Fax: (208) 522-4V
S
H
l
p'
T REXBURG,I.
0
SPECIAL
INSTRUCTIONS:
ORDER DATE
Roof Trusses
Shelley
580 N.. State
Shelley, ID 83274
Office; (208) 357-3458
Fax: -0 357-7465
u o n t,=
Fate
S
L:
F
1
Job
Name
Model;
eq ue 'tGd
elivery Data
QUOTE (NO TAX) FORM
ITEMIZED)
XLOGAN JONES IBID #
JONES RES.
DELIVERY INSTRUCTIONS:
Plant ion:
Idaho Falls
PROFILE LABEL QTy TIC PITCH SPAN CANTILEVER OVERHANG BRACING
B/,C PITCH /C L BIC LMI LEFT RIGHT LEFT RIGHT ## ROWS
7cill 1 fff- 11,03-12c
42M • +.d i 4 � �r 1
1
n 1
J1 1A 111-03-12
P I206-00 , 0.. `-
0
00 2 X 4 2 X-4
9
ti
E 6_0.00 12-00-00
i 0.0,00 --
n
ji
,
0 1_2 _4-10-00
6.0. 0 0 X 4X-00-
1
1_ .0 34-102-00-00,1 0
0-00 12-00-00 b
—
0..00 _ - 1 0
Hni 6,0.00 �:!A_ 1 n _n
'yam'` � o
A
2Y,X —►—
27
H02 �34-1 C -0 0
4,6.0-00
34,10,00
-. nn
I 02-00
-
00e
AY YH03A 6.0..00 '34-10-00
0.0.00 I 2X4 2
IH04 34-10-00-.2 X4 21 X 4
6-0-00
H4 1f�i 4 10-0
-Ma 2X4 2X4
6.0.00 -10_0
0.0.0.0 2 X 4 2X4
H - -
= 0 0,00 2 X4 X4
- 2X4
.-0 2X4 -24
6.0.0
_J03 :i
J03A 2 &O.0c) 03-1 1
M.00.
.`
J05 1 6.0-00'05.11 .11
m 6.0,00 2X4 24
x JOSH 6k -0-0 1
. _ 2X4
J013 2 05-11_ 1
0.0.0
. 0.00
J 108-00-0c)
0. .00
02-00-00!
j 0-0-0' -0-0
1
0-00-
0-0-
-0-
0-0-0
-0-0
MI I ej
0-0-
JOB
1 r�
SALES REP
BID
LAYOUT
ENG. B
JOB ITE PHONE
NOTES
Date 01111107 Page 1
B01063=7
MATT & JOHN
BY DATE
JR 01/11/07
UNIT
PRICE
TOTAL
PRICE
X
9
,'J
X
I
mano Faii
3715 BombardlerAve
Idaho Falls, ID 83402
Office: (208) 523-6691
Fax, � 0) 522-6459
T REXBURG, ID,
0
SPECIAL
I I TRU TI l :
Shelley
580 N. State
h I[e , ILS 83274
Office; (208) 357-3468
Fax: (208) 357-746.5
L
D
T
0
Job
Name
Model:
QUOTE (NO TAX) FORM i�-rreMizeo�
XLOGAN JONES BID #
JONES RES.
Lot ##
DELIVERY INSTRUCTIONS:
I., bdiv:
ORDER E DATE i� � )niR■rmed P�Em
e tod �.1 InIt Loc�r�ltion:
e [fat Idaho Falls
Raaf Trusses
Items
QTY I ITEM TYPE
HANGERS
-0-0
11321111relre
DE IPTIO
HGIJS28-2 Face Mount Banger
I --II Iil 2155/ CSF 269,E (1 15)
NOTES
Date 01 /11/07 Page
SALES PEPMATT & JOHN
BID
LAYOUT
ENG, B
BY DATE
JR 01111/07
UNIT
IT
PRICE
DELIVERED ED P I
TOTAL
PRICE
Tax i t included i
bid price sh ownu
9
Job
Truss
We Qty
B D 1 0 6 -7
`SPECIAL �
-B1 +
T 1 1H l� L , JD H PALLS. ID 83402
11
A.
--
I�f
Job RefeFenc ti rial
6.200 9 Feb 212005 MiTek lndustdes.Inc,
-- 11--1
2-9-15 5-0-14
V1I 20
L
--"0
LOADING (psi II
P
_
TALL
. I
Plates Increase
1.15
T DL
7,0
Lumber Increase
1.1
BOLL
0.0
Rep Stress fnr
BDLNO
00ITiPI00
LUMBER
TOP CHORD 2 X 4 SPF 1650F1 - E
BOT CHORD 2 X 6 DF 1 0OF 1.6E
VYEBS
2 X 4 SPF Studtd
REACTIONS (lb/size) F=492/Mechanical. B=840/0-7-1
MaxHow B= 'Ioed case
' M ax U pc` I'--1 37(loa d Ca -e ), B=: -292(l oa d case )
1
TC 0.90
ESC 0.25
B 0.52
� atn )
FORCES 1e) Max'murn COMPressrORIM,3XiMum Tension
TOP H D -B=0/ , B- `°- 17/21a -[D= -l150/186, -Ea-143/0, E -F--17 /
T CORD B -H=-111 11, -H=-114/741, F -G _- X1/1026 1
B
EB -H _-308/1 , - =-1 1 5 , D- = 277, D -F=- (25
-11-3-12
S -r -S: e: '12-=v
DEFL in (lec) I/d fl Ud " PLATES GIMP --
rt(LL) -0-04 >999 240 NelJ 12 0 197/144
' ert�TL) -0.07 G X999 180
Hor ( TTL) 0.02 F n/a rt/a r
Weight: 55 1b
BRACINGTOP CHORD Structural woof sheathing directly applied or -M ec purl iris,e t end verticals.
BOT CHORD Frigid ceiling directly applied or1 -0-0 ac br CFng. �
NOTES
1Wind: ASCE 7-98; 0mph- h= f -, T DL=4. psf; B DL=4. pf Cats . IJ, E
Lumber D L=1. plate a to rip D L=1. _ '' � ricl oed, VF gable end zone, a roti [ever l � a nd r1 h t
'his mss has been designed for a 10,0 p f bottom chord five Ioad' r1on on urrentF
F efer to frder ) for tar s tO truss tonne tion . t , th r li r I ,
4) Provide �haniaI connection (by others) of truss to beerin plate capabJe of withstanding 137 lb UP[ift at joint F and 292 fb uplift at joint B. tri -rs dined in accordance i#h t he 20031nterntional
Fswdentlel Code sectioes R5 0_ 11 ,1 and R 80 2.10.2 an d refere med standard ANS fPl 1.
LOAD Er
ndard
A
Jab Truss _
BO 10 63-7 r
IMONO TRUSS
SGJ1 1A T51Y
MC VVEST (IDAHO FALLS IDAHO FALLS, ID 83402
5-7-14
A
VA
I�
Job Reference (Optional)
6.200 s Feb 212 5 MiTek ilndu trie a Inlc. Thu Jan 11 13,05:35 2007 Pag e I
-11-3-12
D
Plate ff
5-7-14
5-7-14
[R- -7-n F-
LOADING
(psf)
TCLL
35.0
TCDL
7.0
acLL
0.0
acDL
7.a
LUMBER
TOP CHORD
BOT CHORD
EB
a.T rr, -n-� nn on�n
� 4� : L � , � � ,LJ. V -%j -V
SPACING -0.0 CS1
Plates Increase 1.15 T
Lumber Increase 1.15 BC 0.33
Rep Stress I ncr NO V13 0.4
Code I R 00 P12002 f0atrix
c
PF 165OF 1.5E
.4 SIF 1650E 1_E
PF tud) t #
REACTIONS (Ib/size) E=4 ' Iechanical, B=840/0-7-12
klax 1--larz. B, (1o. d case
Max U P11ftE=-1 9(foad case ), B=- 0(Io d case
FORCES (1b) - Maxlrnum Cornpi-e si on/Maximurr Tension
TOP CHORD ,A- B= 0 B- = -, 1 4/52, -D=-13211 , D -E =-1 / 4
BOT CHORD B -F--1571679, E -F=-1611677
D EF L
In (10)
I/deft
Lid
Vert(LL)
-0.03 B -F
>999
240
Vert(TL)
-0.05 E -F
>999
180
Hor (TL)
0.01 E
n/
n/a
BRACING
TOP CHORD
BOTCHORD
1 1 Q 1
1 Q N-4-
1 .01
5-7-14
PLATES
M1120
'weight; 4 lb
RIP
1971144
.sem r.1II zU::
Structural woad sheathing directly applied or 6-0.() cc purlins, except end vertical's.
Rigid ceiling directly applied or 10-0-0 ee brac'irig,.
NOTES
1 Wind,
.SCE 7--98, 0mph: h=25fti TCDD.= - fJ E3 -
L 4, f, egory Ila p enclosed, lVlV.�I;R gable end zone; cantilever left an right ��-�r��� ��'L� 1, �le� ��i� ��- `1 _ d rpt poed p
Th i S truss has bee n des ig reed for a 10.0 P f bottom ciao rd I iv e load ro c
Refer to girder(s) for trzjto truss connections.�r�eurr rpt math �r� other I�� I����,
�I
) This true i Jeined
. ft atoln4���d fecha nEaI connection (bothers) of trussto bearingint el rr`rupil B.
`arce with the 2003 International
lidetialCode '
etcon R502.111 and R802.10.2 and referenced standardANSI/TPI 1,
LOAD CASE() Standard
t�
LJVIJ
B01 063-7
Truss
E01
a«vd� OUANC) FALLS), ID,AH VA -LLS, PCS 83402
2_,x_0
---
31 �
GABLE
a
0
12-3-0
12-3-0
We
Qty
1
A
1,
Jab Reference ( G tional
F
•i F 11iT Industries, Inc. uar� 1 :0:
4---0 --
12-3-0 - -0
0
24-6-0
J
24-6-0
'late offsets ,' ,113.()' -10,0-1-8 } E.0-3-8, Ee f - - ,, r'57- j��9- IfSI �iJ }�7
LOADIN(ppsi SPACING ILI2-0-0 -
TLL _0 � I ���L i� rel J���fl f.��
plates frnr a 1.1 T PLATES GRIP
T DL 7.0 rt(LL) -0.06 nk 1 0
L�ur���r Irlr��s� � , � NO � �IIO "f 0144
I B 0,1 Vert(TL) -0.,07 rVr 120 ALL 0, �.� Stress Ir-r�r-
Code 10/TP a
0 (Matrix)
LUMBER Weight: 103 lb
TOIL CHORD 2 x 4 SPF 1650- 1.5P I"I
BOT CHORD x 4 SPF 165OF 1 _ TJX CHORDStructural
wood sheathing directly applied or 6-0-0 oc purlins.
OTHERS 2 X 4 SPFStud/Std BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bra in
Max Hort B=1 1(1oad case )
MaxCJS iB=-1 47�load case ), ;---(I0adca�- i -�
a orad case )! T 4(10ad case , U --74(f ad ease ), =-70(ioad case , =-0.1oa
oad
a. e )J --7 (I �d case ), ' =-7 (load case 5), p=-17 10a' d case , -0 fed =' i
_Max GravB=375(load ) (load case ), -220(f oad case 1) T=1 (load case ), =10 Goad GaSS 1 _
a 1), AA -18 (f oad ca 7), =1 ( load case 1), = 17( load ca 7), P= 7 load ca I4.0 J �- i 0 --oad
I
FORCES i- 1a i MU e pr ior/ a i m u m Tension
q TOP HOR •- L 175, U- =-116/567 -D=- 7+7 y - s„- J�+ r - J - -
- -�_ 0 , =-61/1 , -H='-61/1 0? H-1= 5J1 4, I -J=-65/174, J- =-61/1 7,
.L=- 1 /7 L- 1--`l J 4 , M- =- ./ _0=57/ 9, -I�--83115, P-0=0/75
BOTCHORD u �D I -A=/ 138, ti -AC = 0[ 138. AA -B=/ 13 8 Z-AA=01
Y =0 _ _
3/43, 1 9 J L -T 1 66/84, - =-1 66/89, J- =-1 88/88, - C=1 1 / , 4-_— 11 f a F — =— r —f=-1 8/9 , — =-1 6
4
NOTES
1) Unbalanced roof live loads have been
considered
onsidere.d fir this design. Wind- E 7-0 Om h• h- 5 _ TCD4., p f, 8 DL=4. p f C
ate
gory II, Exp y enl sed , M FY - t
able
end zone- rant
rlv r left nd right
i ft pa
dLumbr DOL�1. plate grip DH= 1 _ .T~udesigned for wind foadin theplaneof the trussonly,ForStu posed to wind (normal to the face). see iTek#andard Gable �rd Detail"1ha� trusshas been ���ign����r a 10.0 p�f bok#�m�hrd ! load na�n rr rt with nr 1I loads, pfates are 3x6 Mld unless indicatdr ;
Gable r q u fres cOnfinuous bo#to rn chord bearing -
7) Gable studs Spaced at -0-D oc-
P
Provide rn ec hani aI connect1on (by others) of truss to b aririg plate c pa of
64 1� uplift at joint T 7 � rthtar�dir�g 1�� I'� � I� �t 'yin
1 J �4]bU i+f�tat p 1 ��, ��ufly
p ��rn� t,.Jr, 7� f� upl'r�t at 1�I�t ���r g F� upl!ii� at join.t , 0 ftp uplift at ��Fr�t �, 4 f� uplift a up
�t 1�trt , � f� uplift at joint S.
'Iifttir�k and? frfif at joint #� joint Jb II at int Z, 72 1b
This truss is designed In accordance its the 2003 International Residential Code sections R502-1 1.1 and R802.10-2 and referenced sCandard'F�TP I 1..
LOAD CASE(S) Standard
I
I
job
801063-7
0
Truss Type
GE02 SLE
vi -,L i r . , 'IUAM -ALLS, 11) 40
--0-,0
6 -DQ 12
3X6 kV120 ! I
D
jx hr�l1 �1
Qty �I
E
i
ST3
E1
?gill 1'.
12-0-0
- Job Reference (option _
6.200 s Fab 21 2005 MiTek Indus,ri s, Inc_ _rhLJ Darr 11 13,05:36 2007 Pam �
12-0-0
y�! 3X6 M 1123 11
T.2 !
-STI -
ice. i fwd•
S& 2AU20 I! M11 f Q 11
Plate Offsets (X,Y):LOADING (psO SPACING 2-0-0 CS)
y
TOLL DEFL.
. Plate Increase 1.15 T 0_1.15 BC 0.15 in l e I � PLATES
'RIPT DL 7_ (LL) -0.00
A Wr 120 M11 k 0 197/144
B ALL 0.0 Rep Stress lncr NO WE 0.05 Vert(TL) -0.02 n/r 120
B D L 7_ IF T l Horz(TL) x!_00 H a rVa
I-LUMBER
I'atri
Weight: ht: 41 lb
TOP CHORD 2 X 4 SPF 1650.^ I.5E SPACING
T CHORD SPF 1 5OF I.5E Y I F� tructLival wood sheathing directly applied or 6-0-0 oe purlins,
80TCHORD Rigid ceiling directly applied r 10- -0 oe bra in
OTHERS � F Stud/Std bracing
`BION (Ib/ •iz H=87/12-0-0: -0-0' B=374/1 -0- , K-171112-0-0, 1=221112-0-0.-M=79/12-0-0,
Ma Hort B•=11 '(load case ) � 191112-0-0; L-226112-0-0
Max UpliftH=4(f ad ease , B=-1 (Ioad ease , 1-81 (load case ), J= -i6 load easy
Maxra�r H=87(ioad case �! ), E�-741o.ad ease 1 ), -1 1 lea gas J=-69(load --�lea� �a �} L=.���I� ease �
� � �a I-� 1�a� case � ), J= 1980cad case , M=(Ioad case 2), L=5(Ioad case ;,
FORCES 1b) Maximum ompression/p Ia imurr Tension
TOP CHORO -B _0 '75, E- =-80/30, -D - / , D -E,-059178, E-F=LL 0, F -G=-59/30- =-
55/30
BOT CHORD B -M=0 47, L- �= 147, R -L= /47, J- =0147, J -J-0147, H-1=0/47 �-!
WEBS
E- =-147/6, -I=-179/93, F -J _--174/8-7t -i fi_ �-11 '1 4 F D -L= - 0i
loo
NOTES
I ) Unbal a need roof I iv e loads have been considered for t h is deli g n.
)Wind: ASCE 7-98; 90rnph; h -ft; TCL=4-pf. BCDL=4_2psf,,
Lumber DOL=1- plate grip COOL -1. to fl- E encloseda 1 � 1 able et d zone, cantilever left y right exposed
) Truss designed for wind loads in t h e plane of the truonly. For studs e Oed to ��r`r
4) This truss has been designed for a �f 0. f bottom chord i1!vload roncr�� n� (normal to t� fad, e �����Tl� "Standard Gable E�� ���ai�wA
Gable requires continuous bo[tern chord bearing.
e �urrerlt ��Itl� any other Iirr lead,
Ga bl e s tads S Pa ed at -'- 0 ac -
7) Providemechanical connection (bothers) Of truss to burin ]af
lb' uplift at feint J, Ib uplift a# joint 1 and 7 1 b uPIift at 'pint L � e apabre f withstanding Mb aplif� at joint l --I, 1fb �+�Irft at ��F�t �! Ib uplift at fent 1,
8This truss is designed in accordance with t h e 2003 1 ntr na tional
#dntlalCodsections ,50.�"�' _'I 1.1 nd P,802.10-2 Orlf r'�f�mr,ced sfandaed ,NI/TpI i.
LOAD E() Standard
R -ale = 1.22.
H
iJob —F
�Truss
Type
B01063-7 GR01
MON
rB_MCWEEST (IDAH0 FALLS), IDAHO VALL , 10 83402 _
i
4-1-0
4-1-0
A
, K12 f-11,120
- -0
6. i T
;sem N411 %�
13
-1-1
Plate Offs (X.Yr i -0- -o n-1-
L
MII
4-10-1
12-3-0
4_1
--
K
8")5 ilVlla ?=
V � Val -L')_V r r L ki.L- -Z1,U- 1 - 0 , ,.U-4- r1J'4- ,
LOAD
(psi
I
SPACING
-0-
i TOLL
35,ETCDL
pPlates
Irma se
1-15
rVa
7-0
Lumber Increase
1.1
ALL
0.0
�. tr�a lr��r
J'��
CJL
7.0 r
Code f 00 fTP1 002
!LUMBER
T0P � PD 2 X 4 SPF 16,50F 1.512
BOT CHORD 2 X 6 CSF 100F 1.6E
VVEBS 2 X 4 SPEStud/Std
REACTIONS (I b/s iz) A-1169/0-5-8. ==1i 380/0-5-8
s f i =� �
i -
9(load case ), -- (load ease
W
W
5XF3 NY' 20
D
14-8-6
Qty -:-
1
Qty
J
i X2 f' h 20
CSI
I [TEFL
TC 0.47
Vert(LL)
BC 0.25
Vert(TL)
-0-14 l -L
>9
(Matrix)
0 04 G
Ply
I
,Job Reference (option@[
200 s Feb 21 iTek Induce rri. Thu Jan I "1 13-105.-36 2007 Page r
0--
3x -S MI!20
� E
19-7-3
4-1
--
4-10-13
I
3X6
y, g` IY 1��1ii1201 ++77��5y
..
.1
r'�A r n
4-1-0
-24-6-0-
4-10-13
— —4-10-1
in (lac)
1 d 1l
Ud ° PLATES
-0.09 K
>999
240 M1120
0
-0-14 l -L
>9
180
0 04 G
rVa
r7 fa i
BRACING
TOP H F D
BOT H 1 D
Weight; 1 1
G
30 2 M11 —
CHIP
1 97/1 44
Structural woodh cath -mij diFeCtly 2ppl i d or 4-8-7 oc purlins.
Rigid ceiling directly applledl Or 10-0-0 o bracing..
FORE (lb) - Mqximum Cornpression/Max-Imurn Tension
TOFF CH0RD -B= -2204'41 , B- =-2070/442, -CI--1613/365, D -E=-1 0 e� 47 - =
BOTCHORD -L=-1,�`[ r E I'T4�����, � --21 �1�� -H���2
-L=- 7 j'1550VVEBS, J-[ =-1 1/1 `165, - - =-21 1 1
1 , E 176/580, D -d--162/ 60. E -J_4 0/1944 E I-_ ! , 303, I=-255/1
39
1 Unbalanced roof i Ive leads have been considered for this design.
2 Wind: ASCE 7-98, 90mph; h=25ft, TL=f BCDL=4.2', fete
gary Lumb i- 00L�1 _ plate grip !SOL 1.33. ll, E n l ad; F> gable r� o a' a Lila ar left n rightexposed
) This Virus has been dei ig;��d for a 10, 0 pf botto rn chord [ ive I oad nonco r7 c°u
4) Providemechanical connection (b others) of truss to bear -In la t c a hl rr��t ritf� a r� other ! �� J �a� .
This tr�a i d i nod in accordance � 4 r the International af',r,rith withstanding 229 ld uplift at joint A and 352 lb uplift at joint ,
�P
r�atio�lal .�idrltial Code sections R502.1 1.1 and R802,10-2 and referenced standard Aril
LOAD GASES) Standard
--
-0-
r ! = 1;42.c
H
Job Truss
B01063-7 GR02
R L
---0
X2_4-1
--
30-10-0 34-10-0
-0-
9
2-5-8
4-0- 4-0-0
3-6-
Type Qty
SPECIAL �
--1
4-
Ply
Jots Reference 1r
tr�l1
6-200 L Feb 21 2005 MiTek Industries,inc- Thu Jars 11 131-05-36 2007 Page 1
26-10-0
MJ 12 - �x1� �Jl2�- 6x8 )2
F C U
34-10-0
we
,n(8 FT� 0 � M
6) � MI1 = M M II 11 3X-12 MIJ20- 7xS F.r1J!20= USNI1120 11
-- 4--- --
13-6-0
-- -0- -- -- -`-
Plate Offsets Irk; -_-_--0 , �1r--,�- -�-�
- -,--
LOADING (psor SPACING 2-D-0 CS1
TALL_ Plates Increase 1-15 ' TC 0.23
T DL 7.0 Lumber Increase 1.15 BC 0.40
BOLL 0-0 I Rep Stress In r BCIDL 7.0 Code JRC2003�'TP]2002, i_
63
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1,!5E
BOT CHORD 2 X 6 'DF 180OF 1.6E
W O B S 2 X 4 SPF Stud/ td
:3x15 f A111 f [i
Weight: 369 lb
BRACING
IOPCHORD Structural wood h athing directly applied or 6-0-0 oc purlins_
BOT II I D Frigid ceiling directly applied or 10-0-13 oc bra i ng .
m� 1 f�2. i
REACTIONS (lb/ rze) L=;1 82/Mechanical, =1 M- -
ax Harz B=1 340oad case
Max UplittL=z- 850oad case ), B=- 7(Ioad case 5)
FORCES (1b) - Maximurn
TOPCHCRID
E3 i Y 1 /9 8 9 DLA - -8 8 / 784, E-Fy-41 --1 / 88 4, F- =-4120/884, -H--.3494/764, H-I�- 17 a IT1=- 60/ aJ- =-
-/600, - L=-
iTCHORD B-�=-/7, T-�'_- / -T=-875/4, 1T=- 7 1177, - _-7761377 P- _, r ,, -=-41� -�-1=4"P L=kAFB C -U=-1127/231, -T=-39412079, -T=-127'861, [)- =_�;-44�O1/ 1 pF--71, E- =-270/996. F- =-149170, - =-205110 1, - =-1`93/289, H- --305/8 H -P-0/1
} H-0=487/124.
1-0=-369/148, J =-23 1104, J- =-41/270,-- 2f�0- =-9/1 1
NOTES
1) -pI y truss to be cc nnected togetha r with 0 .131 i 1x3 11Nails a.s follows -
Top chords conneacted 2S follows: 2 X 4 - 1 row at 0-9-0 0c.
Bottom Chords connected as follows- rows at 0-9-0 oc_
Webs cones-ct cf as follows. 4 - 1 roar at 0-9-0 0C.
All Iris are considered equally applied to all plies, ept if noted as front distribute F� or ba
c k ( 8) fI the LOAD E(c# ion. Fl tPly havebeen provided to Only load a �F� or � ��url� �thr��:� indicated,
3) Unbalanced roof Iive loads have been considered for this dela.
4) Wind, AE -98,- 90rnph; h=5ft; TCL=�.p�1R; �[�L=�..,�f; ate :Ila - enclose
Lumber D L=1.33 plate grip Do �=l _3`�. f, a I nilzone,r7tll r � i ar right ;
Provide adequate drainage to prevent I4vat r ponding.
) Thi.& truss hias been cf'gn.eci for a 10.0 P,5f bottom chord Iiv9 load nonconcurr nt with an other IIve loads.
7). Refer togirder(. ) for truss to truss connections,
8 Provide m chaniceI connection (by others) of truss to bearing Plate capable of wl-ths to ndi n
g 285 ) This true r �a]ned in. accordance with the ��}3 International leidr�tiaF �d lb uplift at joint L and 37 Ih uplift at joint,
sections 1.x..11. 1 and R802.10.2 and referenced standard ANSYTPI 1.
LOAD CASE(S) Standard
I
X2_4-1
26-10-0
30-10-0 34-10-0
4-5-15
-
4-5-15
4-0- 4-0-0
a J"JJ
DFPL
in (Io I/deft
L, d
PLATES GRIP
Vert(ILL)
-0,19 R >999
240
M 112 197/144.
Vert(TL)
-0.30 Q -R >999
iso
Morz(TL)
0.11 L r a
n/a
Weight: 369 lb
BRACING
IOPCHORD Structural wood h athing directly applied or 6-0-0 oc purlins_
BOT II I D Frigid ceiling directly applied or 10-0-13 oc bra i ng .
m� 1 f�2. i
REACTIONS (lb/ rze) L=;1 82/Mechanical, =1 M- -
ax Harz B=1 340oad case
Max UplittL=z- 850oad case ), B=- 7(Ioad case 5)
FORCES (1b) - Maximurn
TOPCHCRID
E3 i Y 1 /9 8 9 DLA - -8 8 / 784, E-Fy-41 --1 / 88 4, F- =-4120/884, -H--.3494/764, H-I�- 17 a IT1=- 60/ aJ- =-
-/600, - L=-
iTCHORD B-�=-/7, T-�'_- / -T=-875/4, 1T=- 7 1177, - _-7761377 P- _, r ,, -=-41� -�-1=4"P L=kAFB C -U=-1127/231, -T=-39412079, -T=-127'861, [)- =_�;-44�O1/ 1 pF--71, E- =-270/996. F- =-149170, - =-205110 1, - =-1`93/289, H- --305/8 H -P-0/1
} H-0=487/124.
1-0=-369/148, J =-23 1104, J- =-41/270,-- 2f�0- =-9/1 1
NOTES
1) -pI y truss to be cc nnected togetha r with 0 .131 i 1x3 11Nails a.s follows -
Top chords conneacted 2S follows: 2 X 4 - 1 row at 0-9-0 0c.
Bottom Chords connected as follows- rows at 0-9-0 oc_
Webs cones-ct cf as follows. 4 - 1 roar at 0-9-0 0C.
All Iris are considered equally applied to all plies, ept if noted as front distribute F� or ba
c k ( 8) fI the LOAD E(c# ion. Fl tPly havebeen provided to Only load a �F� or � ��url� �thr��:� indicated,
3) Unbalanced roof Iive loads have been considered for this dela.
4) Wind, AE -98,- 90rnph; h=5ft; TCL=�.p�1R; �[�L=�..,�f; ate :Ila - enclose
Lumber D L=1.33 plate grip Do �=l _3`�. f, a I nilzone,r7tll r � i ar right ;
Provide adequate drainage to prevent I4vat r ponding.
) Thi.& truss hias been cf'gn.eci for a 10.0 P,5f bottom chord Iiv9 load nonconcurr nt with an other IIve loads.
7). Refer togirder(. ) for truss to truss connections,
8 Provide m chaniceI connection (by others) of truss to bearing Plate capable of wl-ths to ndi n
g 285 ) This true r �a]ned in. accordance with the ��}3 International leidr�tiaF �d lb uplift at joint L and 37 Ih uplift at joint,
sections 1.x..11. 1 and R802.10.2 and referenced standard ANSYTPI 1.
LOAD CASE(S) Standard
I
_ ...
Fj-(—)b — —
Truss
B01 063-7
G R D3 Hip
BMC QST ( IDAHO F LL ?r, IDAHO
FALLS. ID 83402
i
3:
-0-
4_0 -
GX8 k -f 1120 -
Type
17-5-0
4-7-10
-1-10
Ply
2 Job Reference � enc(c p rion al
6.200 s Feb 21 2001- MiTek Indo tr; , Inc_ Thu Jan 11 13.05:37 2007 Fuge I �
.x8 M1120
D�" r_
30.1 -0
4-0-0
Um
--0
S,Gale = 7'1.1i
22-0-10 26-10-0
4-7-10 4-7-10 4-- -
-d rraalcu 11
SPACING 2-0-0
TALL 3.0 �l�t� Ir�re.� 1.`1 T I in (10C) I�'dfl Ltd PLATES �I�
TSL ,0 0. Vert(LL) -0ncrease 1.15_0�' 1- >�� MII0 1971144
B 1-L
0.
180
B D_ ". re rBC 0.38 WS 0.56 Har (TL) 0.02 l aCode I00 fTPl 00
I— (Matrix) Weight. 357 1b
LUMBER _
TOFF CHORD 2 X 4 SPF 1650F 1- SE BRACING
BOT CHORD 2 X 6 Dl= 1,900F 11_6E TOPCHORD Structurai wood sheathing directly applied or 6-0-0 o ,purlins_
WEB 4 SIF Stud/Std BOT CHORD Rigid ceiling dIrectty applied or 6-0-0 cc bracing-
REACTIONS
ring-REACTIONS (1 b/sizer)=1001'Mech nl f , 11478/0-5- , Q;--19-92/0-5-8
Max 1 --Hr =-1(lead case
Max Up1 iPkA=-1 4 (load case , 1=- (load case%, -- 7 (load case 4
FORCES (1b) - Maximum 'ompre ian/ l rr um Tension
TOPCHORD -B_- 1 /577, B -C_-1 0/'5, -D_-- 1 1 /33-Q-, D -E_-1 1 #7 E -F=-; �
�TCHORD -i-_01/20�'7 �y f� �}��j, f� F-�I=-����-1�=-�;����, X1,1=-��`�`1 �a 14J��
k f3 -R=-4001119,
[ }� 2} —r ' — 0 1 /20 j f --i _501 a 202, __255/1 733, N—O - 75d 1 894, M—I =— 1F 5/11 894 L—' =— �` +" j _ 1
V '� E B S L3— I l = —�1 0 011 1 9, B—P=-1 0 l 37, —P=-1 4/3 75, C-0=436/11876, D— r y ` ► d `T, _— I
H- -- JJJ 0- _- - A ?' a -111=-3712+'0, F- -406 1 , -I' =-177/5 , -L=-.17/ ; r
91.
NOTES
12 -Ply truss to beconnected together with 0,1 1"x3 " Mails as folio =
Top la rd connected as follow - 2 X 4 - 1 ro�v at 0-9-0 o .
Bottom ChOrds connected as follows,, 2 X 6 - 2 rows at 0-9-0 oc-
Webs connected as ��flows. 2 X 4 - I roar at 0-9-C) o ,
.) SII loads are considered 8qually applied to af I plea except If noted as front (F) or back (13)'face in the LOAD E(S) section, PJY tO Ply connectlons have
bee n prow ided to d i stri bate onl y loa ds noted as F) or (B), u n l ess otherwi se i nd Ica
ted., roof lire loads have been considered for this design.
t��.
4) Wind: ASCE 7-98, 90rnph. hT5ft; TSL=,.pf; DL=4.
Lumber DOL=1,33 plate ri DOL= Category[11; F r7lfrMWFRS i end rt
� _ d r��t -exposed ;
-SPr-ov'c1 ado irate dralni iqe to preveni water pond'1n .
t hip truss 17as bee cl
ndes ir`Ifor chord I V e ltd n
7) Refer to girders) for trusst truss connections_ �r�o�n��n' rpt �f�I other li I��d .
Provide mechanical corsn ion (by others) of truss to bearing plate capable c)fwithstand-
Joint
Q.ing 149 Ib uplift at joint A, 328 1 h uplift at joint I and 378 lb uplift at
This truss, is designed In accordance witl� the 2003 International Residential Code
sections R502.1 1.1 nd R802.10.2 and referenced standardANSI/TPI 1 _
LVAD 1::() Standard
IC
Job
o Truss
I BO1063-7 GR04
BMC VVEST (IDAHO FALLS), ID HO FALLS, « 8 402
L
A
LOADING
(p f)
TOLL
35.0
TDL
7.0
BOLL
0.0
SCDL
7_
LUMBER
TOP CHORD
BOT CHORD
WEBS
-0-
5
3XG M112
6 00 F1
SPACING -0-0
Plates Increase 1,1
Lumber Increase 1.1
Rep Stress In r NO
Code IRC2-003[TP12002
4 SPF 1650E 1,55
DF 180OF J , E
4 SPF tub' tcl
I
I ype
COMMON
REACTIONS (Ib�le) 1D=4j0--,., B=77710--
Max Horz B= I 16(load case 5)
Max Ulift =-`l0 (load case ,. B=- 3 (Ioad Case 5)
FORCES (lb) - Maximum COmPresslonlIVlaximum Tension
BOT,r SP CHORD P L -B' 1, ' E `..'-804114 r -L--8 1/1
-};
4.'+T J I D B -E--59/619, D- - y11 1
Mro
I aty
y
i
5 X l'.IL20=
C
W1
31
E
8)B PI
Ply
21
Jab Reference ro ti0na
B-200 s Feb 21 2005 MiTrek Industries, , ire . Thu .fan 11 13:05.37 2007 Page I
CSI I
DEFL
in Po
Vdefi
Lid
TC 0.23
Vert(LL)
0.01 D -E
>999
240
BC 0.10
Ver (TQ
-0.0 D- E
>999
1&0
S 0,07
i-Iorz(TL)
0-0() D
nea
n/a
(Matrix)
B RAC I NG
TOP CHORID
BOT CHORD
1--0
-0-0
T2
1-0-O
6-0-0
PLATES GRIP
M1120 197/144
Weight, 93 lb
trrr lural wood sheathing directly applied or 6-0-0 0c purlins -
Rigid ceiling directly applied or 10-0-0 oc bracing..
r
NOTES
12 -ply truss to be connected together w1th 0 1,31 "x "' Nails as follows:
TOP chords connected as folIoars: 2 X 4 - I row at 0-9-0 0c.
P tt M ChOrdS connected as follows: 6 - rows at 0_9_0 oc.
Webs connected a follows. 4, 1' row at 0-9-0 oc,
21) All loads are considered eqUally applied t() QIP plies, except if noted as front F
been provided to distribute only loads noted as F o� � u v � � ) or back (B) fin #J�e LOAD CASE(S) section. PP;� t+� pI�r connections have
� �, r�P� ott-r���re indicated.
Unbal nc d roof live loads have been consideree for this design.
i
h fta T DL= . p ff B DL =4_ p fp Category 11; Ex ,nclosed, l l' able rid or`I
Lumber D L=1 plate ate grip [ LT 1 _cantilever i eft n right c r 1
Thi s trus s his bee n d es -1 g ned for psf burl 1r li Inrr�rrnt with
ProvId mechanical �I� r I�� P��pis
.��h.�nr�l oar��otFor-r(by others) of truss to bearing p.late capable of
I withstanding `� !b p1�t���rt D�� � Jkuplift at joint _7) This truss i designed in accordanceits the 01�t�rr�ti�r�1 Residential ������7 0.1
1.1 and R802,10.2 and referenced standard NUTPJ 1 _
LOAD E( ) 1a nd a rd
C,
346 N -11M
N
801063-7
1
-2-0-02-5-8
�u
I `0-0 --
Truss
HO
. IDAHO FALLS, ID 83402
1
--
I ypo
SPECIAL
1 -- -0-
1--
Qty}
1
fly
1
_ f ., onWftMiTkln�dr
gf
. [ 1= 1io , Inc, Th u Jan r 1 13:0 07 raq e I
F1
10-
--
-1-
-0-
6X5 Nil I 2Vc:- 15X8
B
1
1
--
4--
-- -f-
Ia —te Offsets � -- :q-4- , Edq ej.
LoADJING
(psf)
TCLL
35.E
TCQL
7.0
BCL
Q.D
I BC[]L
7.O
IN ■G��t
PIPJ -0-
I
Plates Increase 1-15
Lumber Increase 1.1
Rep Stress In cr YES
Code 100 STP 1 2002
'LUMBER
BOT CHCRD 2 X 4 SPF 165OF 1� E
�PJEBS 2 X 4 SPF tud/ tal - Except*
WEDGE W9 2 X 4 SAF 1650F 1,5E
I igk, 2 X 6 DF 180OF 1.6E
1-6-0 -- --
CSI
TG 0.50
0.90
G VB 0.91
(matrix)
1
REACTIONS Ob/sllze) 1 8 'C -chanioal, B=1888/0-5-8
Max Har =149(lo »d case ).
Max plitt == (load case "a"). B - load case )
24-10-0
--0
:0-1-11,Ed L:0` - ,Ed el
------------
[TEFL
in Ioc)
Vd fi
Lid PLATES GRIP
Vert(LL)
-0.35 0
>999
240 M1120 19 il44
Vert(TL)
-0.57 P-0
>725
180
Ho (TL)
0.29 K
rVa
a
L__111161ght. 155 Ib
BRACING
T P HORD
BOT CHORD
�wAJ E B
truotural wood sheathing dire tl y appl ied or 2-9-12 0 purJjns.
Rigid ceiling directly applied or bracing, Except,
-1-1tic bracing- P-
9-10-10 oc bracing- N-0.
1 Row at rnidpt D -P
FORCES I -Max
a m OmPre s l n/Ma frM um Tension
) ,�J 208/ 1 _ -- �' 1 ' - -` r H -lei `�+r . 1- -- J ,
BOT CHORD6-R=-427/2529, -'- 444/2656, P - --777/46431 `E E =-500/2965, N-0=-532/2980, -N=-49512871, L. -M= -495Y2871. -L= 425/2792- C - Q=-389/2373, D - Q;--- -P_-1 a E- - 1 F---300/8, F -I`+`45, M -L_ -801J , 1-L--7/7*y J -L-^440/24 , -E-O=-180/563, F -0=-88/209.G-0=-1066/686, -N=-1
022/24
NOTES
`f) Unbalanced root live loads have been considered for this design.
'findv ASCE-, f h=; TDL=_pst, EL=.pt; t 11TExp , enclosed; 1 F able end one;
Lumber DOL-1.33plat drip =�L=1 , 3,. � , cantilever left and r1ht expos
Provide adequate drainage to prevent vi ter panding-
4) This truss h.as been d asi g ned for a I .0 p f bottom chord live Coad nonconcurren
) Refer to frd r for truss to truss +ginnection _ t wit k[�I r 11 o i ds.
Provdd e m echariPcal cnnr,tion (hy t--�tF��r_,
- v n,) of trua i5 to biaa ci r ty pi ate Ca pa Ur U Ot Withstand i ng 2631 b u p1 itt a t joi nt K a n d 3821 b uI t o-1 nt B _
7) This tri is designed in accordance with the 00International fidntial �d� � � �
�tr� r� . � � _ 1 and d 8�,1 and referenced standard ANSIITPI I .
LOAD CASE(S.) Standard
X111
1,K5 M1120 =
scale _ .
Job Truss
. Type
BO1 -7 HD2 (SPECIAL
BMC "VEST (IDAHO FALLS), IDAHO FALLS, 10 83402
-4-0-0 2-5-8 2-111-0 7-5-8
2-0-0
--
-0-0 - - 0-5-8
--
1,3-0-
12-0-0
, -0-
4-6-8 1-0-
--
1 --
--
I
-1 0-
--
PJ . _
� 6
b Reference 'o tionan
6.200 S Feb 21 2005 f ifiiT'k Industfies, Inc. Thu Jan 11 13.00539 2007 Page 1
I 28-10-0
34
-0-
i
i
Y
6 hal?r�D
I I
6,00 F12 3Mllz� rt1220.= 7X8 0.1II20= 34 `i
2-5`[l
2-5-8 --
1 - -0
-1_0
3-0-
wl
0--
Plate Offsets�
LMC (psi SPACING -0-
TALL 35.01
Plates Increase 1.15 CS
TC 0,44
Lumber Increase 1,15 BC 0.47
BALL 0_0 ReP StrIncr Y ES WB 0-62
7,0 Code 03qP a 00 (Matrix)
LUMBER L_
TOPl ORD 2 X 4 SPF 1650E I - 5E
BOT CHORD 2 X 6 DF 1 300F 1,E.
V] I= BS 2 X 4 SIF StudiStd
REA Tf (Vsize) L=1678/0-5-8, B-71884/0
ax H orz 6= 170(1 oa d case )
(Vlax UpliftL=- (fo d case ), l3;---40 I0ad case
i
-10-0
-4-
P., 0-, - , 0- .- 8
-0-
0-5-11,0-2-1.2
° Ur -l -L
in (10
I/d fl
L+d
Vert(LL)
-0,21 -R>909
240
Vert(TL)
-0.38 -R
>999
180
Hor z�TL)
0.11 L
n/a
Wa
BRACING
TOP CHORD
BOT CHORD
PLATES
I1f0
"'eight, 200 lb
IP
197/144
Structural wood h tithing dl'rectiy applied or 3-4-1 oc purlin -
Digit ceiling directly applied or 10-0-0 oc bracing.
FORCES (fb) - 1�a imurn ompr ion Ma imurn Ten i'011
TOP CHORD A-13=0/82, B -C=-31741371, T HLA �-=-�� �--���� , 01a E-F=-4J404a F -T._1 ��$, -H=-14/8$, H -d--41394, i-�1=,�/40,�-_-
_ , -R=-429,2728, P-0-30912303, -P -33512371: N- `- 4 124-1 , -N=-3 '0}2792, L-1 =i 0/ � -Ly- 3r' �I+o
WEBS CRS=- 91107, D- —13641231, D -R 3/809,
R=-78/569, E- --551/22 F- =-X0/710, F -P--
133/338}`P-- 7}240 -P=`225195, H -0=-382J133,11-0--3-28/123, - I- =—,539 17 p j-S--%5
tipI-N-- 4 fi6' - -0/187,-1
" NOTES
Unbalanced roof live loads have been considered for this
psf; BCDL=4.psfCategory iJ; FXP , enclosed, 'Fl gable �� ��r�; ���tlf��r4 Ift ar�� ri h
Lumber COOL=1 ° 3 plate grip D L 1, 33, t exposes ;
Provide adequate drainage to prevent water ponding,
4) TMs true has been des Ign d for a 10.0 p f bottom short I Ive load non on urr nt with ark
5) Prov r
de x� m��� n i ��l ��neti on( bothers) oaf tru �� ��� ri n � �l�t� �� � I �� i � other ! r�re l oa,
) This t i drr� in accordance with the 00International Residential � tartdiw;� ld ��f rft t joint L and ��3 !� uplp ���int �_
� �I ��e sectjws R502.1 1 . `f 2nd R802.10.2 and referenced standardANSI/'TP[ 1.
LOAD E f�4nflnrA
L- -
Job
Truss Type Qty
BID 1063-7 HO Hip
BMG VVEST (IDAHO FALLS), IDAHO, FALLS, IDS 88402
-2-Cl-0
--0-0
I
O
A
-0-0
k1«20
3X6 M:120 11
a'am 572
70 - 0 14-0-0
7-0-0 7-0-0
p[Cltp
()ffsets X.Y), [R -n A 11 -- 30-2-C
qgg-,[ D -- -0- 6 - 4 -40
- �[=-�64�0-2-01, fG.-O-4-6.E
LOADIN
-0-
LOADIN
(p
SPACING
2-0-0
T LL
3&0
Plates Increase
1.1
TCDD
7.0
Lumber Increase
1.16
B LL
CDL
0.0
Rep p Stress I n c r
YES
M5 G
7-0
Code IRC2003ITP12002
f LUMBEF
TOE' CHORD 2 X 4 SPF 1F 1,5E
BOT CHORD 2 X 4 FBF 10F 1:E
WEBS 4 SPF Stud/Std
lED E
Left' 2 X 6 DF 1-80017 1. E, Ri hk. 2 X 6 CSF 180OF 1,617
0
s
REACTIONS
MaxHarz B= -167(I oad case )
MaxUplifts;---421 (load case , =-4 1(load Case
i
Xi
6-10-0
Ply
7x70 r4.f1II8H
D C
L -
K
5xS MI 120=
J
M 112 0
Job Reference o t«nal
6.200 S Feb 21 2005 MiT k Industries, Inc. Tu Jars 11 13:05A0 2007 Page 1
67X8 M_120
I
:SX'8 M1120 11
7-0-0
'5x12 &4II.nz
20-10-0
-10--0
4-10-0
-10-
-0-0
-0-
>999
f
TC 0.58
BC 0:53
VVB . 94
(Matrix)
[TEFL
in (roc)
1 dell
�
PLATES GRIP
Vert(LL)
-0.20 K
>999
240
NU20 197/144
Vert(TL)
-0-35 -L
>999
18
I` II'I18H 141/138
Hor (TL)
M5 G
n,�a
n/a
Weight., 1431b
BRACING
TOP CHOKE)
BOT CHORD
�AjEB
F0 ES alb) - M e irnum C or -n press Ion/Max irrlUM T n ier7
TOP CHORD -B-0/77, B- -- 090/48 , -D=-2353.383, D -E=-1998/40 E -F=-
; DT f°-lfD B-I.=-4a�, E-L=�'818, ,�-T�.,'�a�1 9 I, .�_ ` �a�88�� I�-=-�����-1-1-����
86/2625
WEBS -L-03, C - K=-714/267. D- =-65 , n���
1,, D -J=- 7/ , E --57/4 1, F -J=-7111268, F-1=0/251
Structural wood sheathing directly applied or 3-4-11 oc purlins.
Rigid ceia i n directly applied or 10-0-0 cc brad �
1 Row at mldpt D -
NOTES
1) Unbalanced roof live loads have been con Ider d for fts design_
i°Wind: ASCE 7_8p �!0mphp h�g TCU-L-�.,pt, BCDL-.fit, Category I1' E
I Lumber DOL= 1, 8 plate grip COOL=1, 8. p ,Meed' F dl zoe, If right exposed
Provide adequate drainage to preVOnt Fater ponding.
4 This truss has been designed for a 10-0 p f bottom chord Iive lead nonconcurren
JI plates are I T O plate unlessotherwise i Indicated.
t with �r� ether Ir load _
The fOIlowinjoint(s) requ're p l a t O i npati o n per the Tooth Count f���t � �+� when this
7) Provideme��r�i��l connection � � others) r� f tris t� bearingpt�t capable �fwithstanding-tri, r chosen for quality a.�ur�1rrcinspection- D and E.
� This. tri 1 d i n ed In accorda�� cwith the 008 I ntr'rtiona l Residential � 1 :l � uplift at �a r rpt 13 and � � I uplift t j �i rpt ,
�r��ral '��e sections so11 _1 and R.802-10-2 or,d
LOAD CASE(S) Standard
Job Truss,,*
%Type
Qty ply
H03A HIP
E T (lDAHO FALLS), IDAHO FALL, ID 83402 job Reference (optional
6.200;s Feb 21 2005 MiTekJ°ndu. ri , Jr,c_ Thu Jan 11 13;05:40 2007 Pags 1
1 -0
i 34-10-0
6-10-0-.-:
I---0 -�
7XIQ x,111 8H
Ca
7x1 Q N1 1118H
D
9-4
LOADING nsfi D I
TCLL
35_0
TCC3L
7.a
BCL.L,
0.0
BCDL
7.p
-w V
Plates Increase 1.15
Lumber Increase 1.1
Rep Stress In r YES
Code i0/TP 12002
F UrOBE
TOP CHORD 2 X 4 SELF 1650E 1.E
BOT CHORD 2 X 4 SPF 165OF 1,5E
V'V E B S 2 X 4 SPF Stud/Std
0— ,0— — "0-3-0.0—
CS]
`y''`° b' —
' ]
TC 0-"
BC OA
B 0.95
y
(Matrix)
r
REACTIONS(lb/size) =11 7f c ha nl ca 1, K:;--1929/0-5-8, F-1,504/0- -
MaFor ==-185(loadcase 6
Max
a Jplifi-f5(liid ase ),
I T7(loa ase 5), F 3 9000 d case
J
.Nla G avL f[oad case 7)1 1929(Ioad case 1), F14(oadea e 1
-
D FL in (Mo) Vdefl L/d
Vert(ILL) -DA 0 H-1 >999 240
Vert(TL) -0,20 H-1 >999 130
Horz(TL) 0.05 P n} n/
BRACING
TOP CHORD
B T CHORD
J FORCES (lb) - ,{ axirnur�r Compression/Maximum Tension
� I A
T P ORD —B=— p7TJ 1 E3" "-1 1 53 `44,C—D=-1263/339,C)—E--1543/316,E—F=-22881417,F—G=;0/77
F, —D=-1 v'/ e C)„E=-1 543/31 , E—F`°' 1 1 F—
BOT CHORD - =-276/1 , J- =-252{1 , I -J=-70/900, 1-1-1=228/1912, F -H=-226/1 1 �1 �
10-0
-0-
FOLATES GRIP
M1120 1 7/144
M1118H 14V138
Weight, 137 E
Structural wood sheathing directly applied or 4-1- oc pur[[ns.
Rigid ce-ilirr directly applied Or -0-0 oc br ing.
I DOTES
1) Unbalanc d' roof live leads havebeen consideree for this design -
2)° '+'nd: ASCE 7- ter-rip.b; h=a TSL=4.��f: ECRL=�_p�sfa Category If° E
Lurn'ber DOL= 1.33 Plate grip DOLS 1. 33. �d, >E LI r�dre;rtilr left right exposed I
Provide adequate drainage to prevent waiter ponding,
4) This truss has been designed for a 1U p f bottom chord I-vload nOncon urrent with
All plates are MT20 plates unless otherwise indicated. r`r other I� i ds.
The foilioing joint(s) require plate inspection per the Tooth Count Method when this true
7) Referto trder( ) for truss to truss connections° is chosen for �quaIft �s �r r� e inspection, and D.
8} Provide mechanical connection (by ot1.1r� � t�'Ll '�C} ���I�fn ���t'. capable �� ��'I��"t�r�
�eir� P. i�b 11f# t lint uplift t -oint grid lb r.�p�fift t
This tru s i,5 des i reed in aCCOFdance wit ri the 2UO3 International F sidantiei Code sections 8502.11' ,1 and R802,10-2 and referenced standrd AIf/TPI 1.
LOAD CASE(S) Standard
a
;Job
130 10 ,7
Truss
4
BNIC VVE T (IDAHO FALLS, IDAHO l€ FALLS, ID �3402
A
8-0-o
—0-0
6X8 PA 1.20
6ysIIr120
LOADING (psf),
! SPACING
2-0-0
TOLL
35.0
Plates Increase
1,15
T IAL
7.0
Lumber Increase
1.1:5
BOLL
0.0
Rep stress In r
YE
13OL
7.0
Code 1RC2o031TPI20D2
I LUMBE
TOP CHORD 2 X 4 SPF 1650E 1.5E
BOT CHORD 2 X 4 SIF 165OF 1 .E
WEBS 4 SPF Stud/Std
HIP
WHE
16-0-0
-0—
WON
IM
TC 0.80
BC 0-'
B 0-44
(Matrix)
Qty
I
r 18-10-0
2-10-0
�x 10 r -A 115y
K
3x `a.I12C]
7x1 k.1IIh8?i
E
-10-0
Job Reference (o kionai) I
6.200 s Feb 21 2005 MITek Industrie , Iris. Thu ,fan � 1 13: 0'5A 0 2007 Page 1
- 1
26-10-0
[TEFL
in (for,)
I/deft
d
Vert(LL)
-0,20 K
> 999
240
'ert(TL)
-0.40 -L
>999
180
Ido (TL)
0-1
n/a
r a
693 M[12V
I
13�MUD=
4-10-
FOLATES GRIP
M1120 197/144
K-111 18H 141/138
VVeight: 145 Ib
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-10-9 or, p-urlins,
BOT HO D Rigid ceiling directly applied or 10-0-0 cc bracing.
WEBS 1 Row at rntdpt C - K, D -J, F_d
I
REACTIONS (IPS/size) B=-187710-5-8, G=1.87710-5-8
Hort B_- 85 (1oad case
MaxUpli tE =- load case, ),, =- (10 d case
FORCES (1b) _ Maximum CornpressiOWMax1murn Tension
TOP CHORD A-8=0177, B- = 3058.5 `i 1, -D= 16513874 [).E= -1803/413,,E -F=-
WE B -L=01301 r -! =-895/ 317, 0-K=_99/468, D -j=- 413 •0. ECJ= -1241533, _-8891316. — . f
i
TE
1) Unbalanced roof lave loads have been Con idered for this design,
Wind: ASCE -9a 90mph, h=ft' TSE=4_Pf BCDL-z4.p1", Category jf• E� , enclosed; �V
VF ��i end ��� ral rar left �d -f��t exposed
Lumb r D L=1. plate grip C L=1. g
) Provide adequate dra i nage to prevent water ponding,
4) This truss has been designed for a 10.0 p f botto rn chord 11ve load non
Id Plates are T O plates unle ct.h r �i a tndlca d, concurrentwith another live loads.
The following joint(s) require plate inspection per the Tooth a.OUr�t f�l�th�d ��1�
7) Provide r�l�h�nic�l cnraati�n �� others) �� truss t� �rir� Jit cr1 t�f1 true i chosen for quality assurance inspection: D and E.
plate ���l �f withtanrling 438 « uplift at joint S and 438 Ib uP]jft at joint G.
Th is tru s s i s deincd Irr a c cord ar-7c with t he 20 0 3 I ntrntion a R es id dentia [ God e s ect'lons R50. 11.1 nd R802.10,2 a nd referenced sta ted a rd AN S IST P I I ,
LOAD CASE(S) Standard
6x12 M1121)zz
Job B01 063-7 Truss Type
-
N
H04A HIP
i
I
211VIC WEST ( I1DAH FALLS), IDAHO FALLS, ICS ,53402 �
i
16-0-0
-_ 2-10-0
7x10 A1118H!,5,
7x10 M1118H-ZZ
D
ply
1I
Job Refe reptce a tiers al
6.200 s Feb 21 2005 K41Tek Industries, Inc.
Thu Jail 11 13-05/1-41 200? Page 1
.-r-0
r,
i 1%1d&Lr ✓11 %P LQ
7-�`l 2
--1
_11.11 - I - 111 I C__ GI
LOADING
1
SPACING
2-0-0
I n-34-10-0
35,0
-lo-
1.15
-0-0
8-0-0
LOADING
(psf)
SPACING
2-0-0
TOLL
35,0
Plates Increase
1.15
T IAL
7.0
Lumber InCre2Se
1.1
B LiL
0.0
Rep Stress I ricr
YES
13OL
7.0
�I
Code IR00/TPI00
CSI
TC 0.90
BC 0-47
E 0.73
(Matrix)
0---4;--4]
DEFL
in
(Io)
11/deft
L/d
Vert(LL)
-0.1
F- H
>999
240
Vert(TL)
-0.24
i -K
>999
1
Har (TL)
0.05
F
n/a
n/a
LUMBER -
I TOIL CHORD 2 X 4 SPF 16501. E BRACING
BOT CHORD 4 PP 1 OF 1. 5E TOR CHORE)
E)
WEBS 2 X 4 SIF Stud/Std $ T ° HORD
WEE
REACTIONS (lb/,size) A=131/ 1'e heni al,K=1953/0-5-8,F=1486/0-5-8
MaI--ior=-0(Iaad case
Max UPI i =- 7(1cad case ), =-371(load case , F=- 401(load case
Max r8v = 1 (Ioad case 7), 1 =1 5 (Io d case 1), 1==143 (Ioad case 1)
FORCES (lb) - Maximum COMPFesSIMIMaximum Tension
TCS P H ORD. -B =-114150°1, E3-=-1 1 77./287, D=-1 032/3 - -
BT Hl.� ,�-= -�'� 4F ���:1 �1 � I•-�=- , � �- °1 1 �-��a E�E�-22,131431,F-G=0/77
/898 H - l=- 11 w F -H =-228118 39
WEBS E3 -K=-1805/427, B -J=-49`986, -J=-363/76, -1=-164/603, [)_j= -104/237 E-1=- f
PLATES
GRIP
M1120
197/144
1 1111 H
141/1
'eight: 142 Ib
Structural wood sheathing directly applied or 2-2-0 oc purlins.
RiOd ceiling directly applied -or 6-0-0 oe bracing.
1 Row at rn id Int r I r E
MOTES
Unbalanced roof live loads have been considered forthis design,
'Ind. E 7-a 90rnpha h=; TSL L=4.PfF DL=4-p�f Categorylf' E enclosed,,
=1 gable doetil r I rright plate grip DOL=1_ sed
Provide adequate drainage to prevent water ponding.
4 This truss has been designed for a 10.0 p f bottom chord live load ranconcurrent with
Y
All Plates are MT20 plate unless otherwiseindicated,
� other lay loads,
The fo I l ow, n Joint(s) req u Pre plate inspection ler the Tooth Count Method when this tr
7) Defer to girder(s) for truss to truss connection usichosen for quality assurance arr pctionand D.
Provide connection � bothers)-
of truss to bearing plate capable bI �f withstanding n
joint F. trader 7 Iup;-ftit joint 1 Ib u11fttintr�d 1 I uplift at
This trues, is dosigned In accords :iriGi-, witEl tt1� 20Q3 Internati nae Residential Code sections R502.1 `i _1
and R802-10.2 nd referc-nd standard Nl/TPi 1.
LOAD CASE(S) Standard
B01 063-7
U
Truss
H0
up- iM r -/ALL'-)), d U
--0
-0-0
FALLS, J[D 83402
10-0-0
p e QtyIf
1� 1 I�
y _T
M
Joie RefeFence 9.o tpo.nal
6.200 s Feb 21 2005 MITek Industries, Inc, Tnu Jars 11 13-05-41 2007 page I ..,
13x. iii 11 22:
24-10-0
7-5-0
3x1 2 r.,! 11 -z real I _20
C D
29-10-0
34-10-0 i36-10-01
-0- 2-0-o
see =1 e63.!D
Plat Offsets I
`-1
1B]0-2-0,0-2-0
--4
C-0-4-12,0-2-41,
t_JAUI N
t)
I1d fl
SPACING
2-0-0
TLL
35,0
240
Plates Increase
1,15
T C L
TO
Horz(TL)
Lumber Increase
1.15
BOLL
0-0
hep Stress Incr
YE
B DL
7.0
Code IRC2003iTP12002
LUMBER
TOFF CHORD 2 X 4 SPF 1650F
1_5E
SOT CHORD 2 X 4 SIF 165OF
1.5E
WEBS
4 SPF Stud/Std 'kE eept..
n
4 SIF 165OF I - 5E
17-5-
7--
CS1
TG 0.69
ESC 0.53
I3 0.75
(Matrix)
REACTIONS 0 ize) A=278/Mechanical, L=1777/0- -8, G=1 515/0-5-8
M
1 /0- -
Hort =-1i 4 (load case )
Max LJP1ift ,=-71�foad cage ), L= - 77(1oad cue , =- 5 (load case
Flax r vA= 1 (10ad case '7), L=1 7(load case 1), =:1 1 (load case 1
_--12,0`3-4
7--0
DEFL
ire (1oc)
I1d fl
Lid
Vert(LL)
-0,21 -I
>999
240
VertTL)
-0-45 -i
>726
180
Horz(TL)
0.07 G
n/a
n/a
BRACING
T P CHORD
BOTCHORD
WEBS
PLATE
M1120
Weight., 137 lb
GRIP
197/144
Structural "mood sheathing directlY amlied or 4-5-10 oc purlins.
Rigid ceiling directly applied or a-6_11 oc bracing.
1 Row at midpt D - K, D-1
FORCES (1b) - Maximum CO crt um Tension
TOPHORD-B=-341 /1 , B- =-762/1 , -D=-508/ 1 1, -E=-16661378 E -F=-1939.388 F =
0/77
BOTCHORD -L=-97/232. I -L=-147$/'321, J- _- Q4/168.x, I-�J=- 4 `1 41 , T =
0-K=-1353/297, -J_0/241, X41=-/1 , E-1=0/, F-1=-355/18
NOTES
1) Unbalanced roof IIT loads have been consIdered for thdesign.
Lumber DOL=1. plate grip C� �.-1 _ g� � � d, WF gable end zone; cantilever [eft and right exposer[ ,
Provide adequate drainage to prevent water bonding -
4) Th i s tru ss ha s been des ig ned for a 10.0 p t bottOm chord I i v e I oad nonco n curre nt with a ny other pipe
Refer to girder(s) for truss to truss connections. �ads_
6'1 Provide mai ha rig cal con r� eti Inti (by ot h r ) of truss to bearing f� � �I�withstand.
��i �t � � � ���r, �� I� ��lift at aoFnt A, 277 ib up1lift at 10int L a nd 356 1 u plifk at
� 7) This truss i s dln ed in a c cordan ce with the 2003 Intrnai
t ona I Res 1 de vit al Cie section-, R!E;0 _11 -1 nd R809._10.2 a nd rtaferoncc ad standiuvd A 45 VTP t
LOAD CASE(S) Standard
9
Job Truss� -
1301063-7 H'06 HIP Type
Y
f r1�r1DAHO FALL �,I' HO FALLS. 1� ��403
w
--0 1-0-
--
.--0
arta M1120
75; -
C
17-5-0
5-5-0 7--
-0
2 M1120
D
Qty P[y
Joubb reefg-reppe (gotional)
Feb 21 2005 MiTek Industries, Inc.'
5-5-0
6a cilli
W
-1 -0
--
Thu Jars 11 13.-05,41 2007 Pacje 1
-10-
-0-0 _0-0
SCaIs - 7 if.0. i
7-2-1
12-0-0
Mare u1rt t - -' (-"�-[C-0-3-4.0-2-11 0-4-12.0-2-4
LU 1JIhV tWj SPACING -0-
TOLL -0 Plates Increase 5
T DL 7.0 Lumber Increase 1,1
B L L 0.0 Rep Stress I ner YES
BCD L -' Code Ii00/TP10
LUMBER
TOS' CHORD 2 X 4 SIF 1650E 1_5E
BOT CHORD 2 X 4 PF 1650E 1, F
WEBS 2 X 4 SPF Stud;StdExcept*
W3 2 X 4 SPF 165OF 1_5E, W4 2 X 4 SIF 165OF 1.5E
--
5-5-0
--0
-1-
--0
I
DER
in
(Ioc)
I/deli
Ud,
TC 0.50
r t(LL)
-0-11
I-1
c,9240
>9BC
0.35
180
(Matrix)
REACTIONS (Ib1sizA_176/Mechanical, M=190110-5-8, 1493/0-
5-8
Max Harz A=-17(Ind case
MaX U ISI i - 1( load case 8), M =- 94(1 oad -ca 5), =-3 73 (load case
Maxrev ;---43V1'n_qd' qcp 7} I11-1. n-1
BRACING
T P CHORD
BOT CHORD
',SEE
I 34-10-0
AWA
PLATES
M1120
Weight: 144 lb
GRIP
1 /144
tragi aral wood sheathingdirectly applied or 4-4- purlins.
Rigid ceiling directly applied or 6-0-0 o bracing,
I Row at nn id Int p -L
- Ioad case -1), -14 (Ioad case 1
FORCES (1b) - I1, a i!murn Compression/Maximum Tension
TOP H RD A-13 1 '5/310, B- =-' 371211, -D--7 0/ 0C), D -E,-14161328, E -F=-1692/321
0177
BOT CHORD A -rel= -255/133, L -11`0=-8951220,-L=-1 5��1 0 , J- =-165/1300a [J-=- F- =-2302/385-H=
EB��
�®��-� , B—L=a�-/11 1 , —L=-17/ATL=—� �� �G-1--22111937
a �1 �,�, �-l�=�r�1 , D -j=-1 1 /200,. E -,J=-0/264, F -J= - `1:1 1 4, F-1=0/ 214
TE`
1) Unbalanced roof I i e loads have been considered for this design -
2)
p h= ft; T DL=4. p f, BCDL=4. p f, Category
s l, Exp , enclosed, WF able end zone, cantilever
1 farid'r t cp dLugiber DOL=1.3 plate grip DOL_ 1.33-
3)
Provide adequate drainage to prevent water ponding,
4) This truss has been designed for a 1 , D ps f bottom c hord live load r onco nc u rre nt with
5) Refer to girder(s) for truss. to truss conn e tions. a n cit her l i�+� l �� � ,
Provide mhanial connection (by others.) of truss to bearingI�� Capable
jointpJttrri1 I uplift at joint ]b uplift at joint and i upliftt
7This tris is designed in accordance with the 2003 I nter°nat i o n a! Residential etio n R5021 1 i -1 and R802.10-2 and referenced standard AN31ITPi °1.
LOAD CASE(S) Standard
L_
_W
OUL)
Truss
B01063-7 HFA
BMC WEST (IDAHO FALLS) , IDAHO FALLS, 1D 83402
A )�
1
Hate LLt1._sets I
r e Qty
FINK T"'y
G
I
",.Job Reference (optional) I
6.200 s Feb 21 2005 MiT k Industries, Inc. Thu Jan 11 13:05;42 2007 Pae 1
:-,:.....,. „ LOA -a ,4111 I&}1 i.s � ry l l l �l � I 3xb N11120 I[ M F} 121 (J M RN 2a I I SA MI'm� � , . dick � rijo \N
I�+1�i2C� I I anti X111 t�� I I � ��11 f I 3rd �r1� ��� � I
�.�.
24-6-:0
�vn R
--0
I LOADING
(p f)
SPACiNG
2-0-0
Y LIL
35. C
Plates Increase
1.1
i TL
7.0
0,01 M rva
Lumber Increase
1.1
B LL
0.0
Rep Suess Ire r
YES
BCDL
7.0Code
I I 00 /T P l 00
LUMBER
TOP CHORD 2 X 4 SPF
165OF 1_5E
BOTCH D 2 X 4 PF
1650F 1.5r -
OTHERS
2 X4 SPF
Stud/Slot
CSI
d
TC 0.10
BC O.0
VB 0.22
DEFL
in (ioc) Vd fl
! d
Vert(LL)
n/ - n/a
_f
999
Vert(TL)
n/a y n/a
999
Hcr (TL)
0,01 M rva
n/
BRACING
TOP CHORD
BOTCHORD
VVEBS
PLATES GRIP
M11 0 1971144
Weight: 145 1b
tru turaI Food heat h 1 rig directly applied or 6 -0-0 ac purl'ins.
Frigid c i.liing directly appli l or 10-0-0 0C bracing.
1 Row at m i dpt -, F -T, H -
REACTIONS (Ibl i e) =11 ?' 4- R0, S=134/24-6-0, T=192/24-6-0, U=196124-6-0, V=203/24 -6-C), V=1 7 = _ _ _ 6 �P= _
M=1 13/24-6-0- 1J�-, I.-1 1-4�i I -�-,0=187/24-6-0, N -210/24 -6 -Of
Max H0r ,- 74(10ad case )
Max LJpllft =,1180 cd case ), T= -112(l cad case 5), ;--- 1 40(load cas , =-137(1 oad case 5), W=-1 27(load case _ _
PT -1 70cad case ). -1 70oad case ), 1 --14� load case _ M= � --14 �I��d � °��, f s'� �b l� d � �, y14 (1oad a e Max Grav A=2 80(1 cad ca s e �
), ad case ),. T=200�1cad Case 7), U=1 (load case 1), V= (load case 7), W=1 7(1cad ease 7), A lload case �d
case 1), F' - (IO2d case ), 18 7(load case 8), l = 10(Ioad case 1). i 1=245 load case � -- ���1 �� d � � � =1 � I gad
I
FORCES (1b) - NlaxirnumCompression/Maximum Tension
TSP CHORID -B-_0/1 -=�-11 .
-D=-237/1 . D -F -155/1 . E-117=108/189, F- =-1 / , -H 105/21 , H-1=-1G&J 7, ITJ 108/7 F
J -1 .=-149/89 } - L=-2 577 9 7, L- i =-370' 1 07
BOT CHORD -X=-78/298, VV -X=--781298, V- =-7 1 00, U_ =y7 / 0, T -U=-75/300, -T=-7 ,r 0 R =-75/30 - r
B - =- /0, F -T=-172/1 , F -U=-168/157, D- `=-17411 , �- `_-1i /147, BI- =-167/ 143, H- =-`17211 I =- �
K - =-1 /14 , L` =-1 7'14 1 , J -J -- 4 1
SITE
+1 Unbalan ed roof l i re loads lave beery considered for this design.
Mind: ASCE 7-98- 901-nph, , h= ft, T DL`4. ps,f; B DL=4, psfCategory 11 Exp ; enclosed; �� FFA ��I Irl
Lumber DCL=1, plate yip DOL=1. _ d one; cantilever left and right exposed
Truss designed for wird loads in the plane of the truss only_ For stud.q �yr sed to wind (normgn] to tho face), se -e JTck "-Standard Goble, End Detail"
Ttj� tru 5 has been dell ned for a 10-0 pst bottom chord I Ive load nionconcurrent with any other I-1ve loads_
Gable requires continuous bottorrl chord bearing.
Gable studs spaced at -0-0 o .
7) Provide mechani ai connection (by others) of truss, to bearing plate papa ble of vt]ithstanding 118 1b uplift ift at 'Dint .11
�. � � � � J I� uplift at Joint �, 1 � I b uplift � ��I�t
U, 1 7 Ib uplift, at pint 1 Ib uplift ift at oint W, 140 Ib uplift atjoint 10 I b uplift at joint R, `142 lb uplift at joint 1 7 I b u lif a _
, 14 1 h uPliff at joint N and l b uplift at joint 1�r1_ 1 , p t ��fnt P, 127 Ib uplift at joint
This truss is designed in accordance w-1th the 2003 International Residential Code sect[ons R5021 1 1.1r7
� d 10,10.2 arl referenced tandard lel 1 _
LOAD CASE(S) Standard
Ammft
Job '"
Truss Type
qty
TRUSS601063-7 Jol MONO
6MC VVEST (IDAHO FALLS), IDAHO FALLS, , 11D 83402
I
i
-2-0-0-
A -0-
LOADING
ipso
TELL
35.0
TDL
7.0
BOLL
_0
BDL
7.0
LUMBER
TOFF CHORD
BOT H ORD
A
Fly
1
Job Reference jorta '
u-200 s Feb 212005 I'Tek Industries, Iri_c..
Thal Jan 11 13.05:42 2007 Page, 1
Z AL 11 N U -0-0
Elates Increase 1.1
Lumber Increase 1.1
Rep Stress In cr YES
!bode I 0 °TPI. 0-0
4 SPF 1650F 1, 5E
4 SPF 1650F 1.57
J
TC 0.35
6C 0.03
B 0.00
Matrix
REACTIONS (lb/size) B=369/0-5-8, =1 r lechaniical, C=-20/Mechanical
MaxH rz B= 100(lead case
I
Max PIAE3=-1 (load case ), C=-200oad case 1)
Maxr r - I a , D= (load ease )a C=320oad case )
FOLIES (lb) - MaxiMumompmSjOn. Maximum Tension
T P CHORD A-B�0/7 , B- =-84114
BOT CHORD B-1 = /
DEFL
in
(Io)
1/d fl
L+CI
Vert(LL)
-o.00
5
X999
240
Vert(TL)
-0.00
B -D
>999
180
Ido (TL)
.0.00
C
rVa
rd2
PLATES
1120
Weight: 7 lb
[P
197/144
BRACING
TOP CHORD Structural wood sheat h1ng d [rectly eppl-led or 1-I I-11 oo purlins.
SOT CHORD Rigid cellin d -Ire tly applied or 10-0-0 oc bracing-
NOTES
racin -
NTE
1) Wind.- ind.- ,A -SCE 7-98, mph; h= 5ff p 'CDL=4. psf, ECRL=4. p f, Category 11; E .pP enclosed, FR able end zoo
Lumber DOL =1_ plate grip DOL-1,33_� r cantilever Ieand ribt . po i a
T h is truss ha s been designed for a 10- 0 p f bDttorn chord IWe read nonconcurr nt w 1-th any other I ive Ioads.
Refer r to girder(s) fOr truss to truss onn tions_
4) Provide mechanical connection (by others) of truss to bearing ,plate capable f withstanding 1 ib uplift at
� This true r �o�in�designedrn e��r�an ,with the �� I International r�ti��f rsi�nti�I ��� �ti�� � joint B and 0 I b upliftat joint_
�. � `� 1 and R802-10.2 and referenced standard ANl.{TEI 1 -
LOAD_
LOAD CASES) Standard
Im
ESO 1063-7
Truss
X10
;gip e
SPECIAL
8NIC WEST (IDAHO FALLS), IDAHO FALL5. ID 834,32
-0-0
-0-I
--
--
PI
1�
b efer aLce c tion@[)
6.200 s Feb 21 2005 MiTek Jndus4rie a Inc. Thu Jars 1.1 13:05-142 2007 Page 1
1-6-3 El
OQ I�,§M) U 4 165OF 1.5E
VIVEBS 2 X 4SPF Stud/'ld
REACTIONS (IbI i e) E=115J'Me hani 1, 8=431/0- .8
Max HorzB=1 1'10 d case )
Max UplifitE;- (1 ad case t B,-182 load case
FORCES (lb) imam Corn pressiorilMaximurn Tensian
TOS' CHORD -B=0/77, a-6--133/0, -D=-27/31, D -E--83150
BOT CHORD B -F=-1 0/41 , E -F=-1 DJ60
j WE BS ' -F=-3138, -E=-48`8
h � %-�tl uuwl 4n, ver u zR it-,cju Ear ry ujr ec �sii ' app pea OC i CC purlins,
verticals-
BOTCHORD Frigid ceiling directly applied or 10-0-0 0c br2Cirig-
N TE
`I) Wind: ASCE - 90rnph, h= ft; T DL=4., psf. B L L=4.. p f; Category 11; Expp enclosed; WFI able erg
Lumber IDOL=1.33 plate grip' DCL=1.3;x_ � Or�� cantilever left �n� right exposed ;
Th -is #runs has been des ig reed for a 1'Q - 0 p f bottom chord I 1-ve Icad nonconcurr nt wfth a ny other Iiv
Refer t irder( .) for true to trueconnections. �O�d�.
4) Provide mechanical connection (by others.) of truss to bear -fng plate capable of withstanding 22 1b
. uplift ift at joint E
and 1IS uplift t joint B. This truss idesigned Fn accrdane with the ir#�+r�ti��l l�i�e�tc�l �d ctr�rX0.1
1.1 and R802-10-2 and rfrncd standard ANSI/TPI I _
LOAD CASE(S) Standard
except end
-JUU Th)
ss
i
7 /Pe
MONO TRUSS
BMC VVEST;7- r[DkH_0–F— LL , 1C� HO FALLS, ID 83402
LOADING (psf)
TGLL 35.0
TCL 7.0
BCL. fl.0
BCi7L 7.0
LUMiBER
TSP CHORD
BOTCHORD
---0
9
2
t
Job Referenqe ( o iJo na l
. 0 s Feb 21 2005 MiTek Industilies, Inc. Thu jan 11 13-0:5-43
3:0 :43 2007 Page I
3.11-11
PAI --0-0 CSI
Plates Increase 115 TC 0,41
Lumber Increase 1.15 BC 0.10
Rep Stress I ncr Y ES WB 0.00
Code 1R 00 /TP1 0 (Matrix)
X 4 SPE 1F 1.5E
4 SPF 165OF 1.5E
REACTIONS (Ib -size) C=85/Mechanical, B;--429/0-5-8, 1D = /I lechani el
MaxHort B=1 (load Case
Max Uplift =- Goad case 5). B=-1 1(1 case )
ilAax Grav _ (load case 1), B ®x-29( load case 1), D=6 (load case
FORCES Its) - Maxirrum Compression/Maximum Ten [cn
TOP C H 0 RU --6=0/77, B- =-101/26
BOT CHORD B -D= /0
s -11-11 d
DEFL
in (Ioc)
I/deft
Ud
Vert(LL)
-0.01 [)
>999
240
' rt(TL)
-0.02 B -D
>990-1
180
Hor TL)
-0,00 C
11/a
PLATE
M1120
Wi 0 Vit: 12 lb
RIP
197/144
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
T CHORD R i g Id ceiling directly applied or 10-0-0 oc bracing.
(VOTES
Wind: ASCE 7-98, 90rph; h=; TSL=4.pf, BCDL=4.pf,Lumber DOL= 1 -33 plate grip DL=1.33, Category Ili, ES ; enclosed, IVIVVFRS gableid zone; cantilever left and rightht exposed ,
This truss has been designed for a 10.0 p f bottom chcrd five load nonconcurrent with any
3) Refer t girder(s) for truss to truss Anne ;tion other Ii loads.
4) Provide mechanical conn ion � by others) of true to bearing plate capable of withstanding 1
T� i t i dpi rid i ���'�� r�c� mit h t>� �� I International Residential � h uplift �t joint �t �� 1 � l h u pl ift at joint B.
od tion0.1 1,1 and .10. ;areferenced standardANSI/TPI 1.
LOAD CASE(S) Standard
-Serie =112.7,
i
Job
I Trus
B01063-7 � J0
Type
PECJ L
e ——-0
2-0-0
Qty
1
Ply
4 --
--
Jab Referent o ti n ai.
6.200 Feb 'f 200 TekLu aT u t Ire .
3k6141120120 i
r
Plate offsets ( ) H n -A -
LOADING (psi}
TCL
35.0
TCOL
7_p
BCLL
C1.0
BcDL
7.0
LUMBER
TOP FSE)
BOTCHORD
WEBS
SPACING -0-0
Plates Increase 1.1
Lumber In -crease 1. 1
Rep Stress Incl YES
Cade IRC20,03/TP12002
4 SPF 1650E 1.51111
X 4 SPF 165OF 1.5E
4 SPF Stud/Std
REACTIONS (Ib/ ize) >= = .r Me han i a f, 13-5070-5-8
HOrz 6= 18 1(1oad oase
Max UpliftF-7(load ease ), B=-1 0(Ioad case
FORCES (1b) - Maxlrnum OmPre siOn/Ma imurn Tensi-on
TOP CHORD -8=0/77, B- =-294/0, -D=-248114, D -E=- 8�4, E -F=-1811.
BOT CHORD B -Fly -35/1 , --H--37/185, F_ =_67+ 190
VVEB -H=- 1/ , C - G=4940, D- :z-1;1, x, D -F=-282,99
4--
2-0-0
1
T u Jan 11 13:05.-43 2007 Pa g ul
rry
DEFL in (10c C� fl U
7 C�0.41Vert(LL)- � �lCTE F���
0. 0 H> 240 M 1l 0 197il44
BC 0,05 Vert(TL)-0-01 H >999 180
B 0.07 Horz(TL) 0.00 F wa r V
tri
Weight: 26 Ib
BRACING
TOP HOOD Structural wood sheathing directly applied or -11-11 ee purlins, except end
verticals.
BOTCHORD Rigid ceiI`Ing directly applied or 10-0-0 oc bracing.
MOTES
1 "ind; AE 7-98: 9Omph- h=fit; iDL=4.ps1'; 6CDL=4.f; Category Ili - ��
Lurnber DOL=1 _ {Mate grip D L1 _ p of d, f` ' Fi gable end zone,, cantilever left and rift exposed
This truss Inas been designed for a 11 .0 Psf bottom Chord live load non oncurl ent with f
Refer to girder(s) for Truss to trussconnections. tler live 1a1 .
4) Prov I de rnech aniaf conneticn ( by others) of t rus s to b��riri lite � bf ��
) This tr�r I seined ire accordance with flee �� International rthfa ndln7I b u pIrf� at joint F and 180 1 uplfi� at joir�t B.
� l � P- �dr�ti� f Code est ions R502, 11.1 and R802-10.2 arid referenced standard ANSI/TPI 1 .
LOAD CASE(S) Standard
"£5
Job
TrussB01063-7 J05A ! ''
pe
ty
PECJ L
UMC WEST fl l F LL S), IDAHO FALLS, ID 8.3402
A
--0s
-0-0
--
--
i5 Fy__�11
1
Job Reference (a tiona f
6.200 s Feb 21 -05 AiTek Industries, fn : Thu ,far, 11 13:05- 20-07
-- 1
-0-
1--
3)6 K 120 11
Plat
LOADING (psiSPACING _0_0
TALL �_
T D L 7.0
BOLL 0.0
BCL 7.0
LUMBER
TOPCHORD
80TCHORD
WEDS
Plates Increase +1.1
Lu rn ber I n r asa 1.1
Rep Stress I ncr YES
Code IRC2003ITP12002
SPF 18.F 1_E
X 4 SPF 1650F 1,5E
4 SPF StudlStd
RE—ACTIONS (ILIsi ) F= i lVlechanical, 13=507/0-5-8
Max Herz B=1810Dad case )
Max UPiiftF=- oz_id case ), D=-180(load case 5 )
-8
GSI
TC 0.41
BC 0.05
B 0.07
(Matrix)
FORCES. (lb) - Mai ufn CornpressionNaximurn Tension
TOP CHORD A -15=0177,13-G=-294/0, -D==248/14, D -E=:38/4, E -F=-18/8
BOT C H 0 R D B-H =-35/1638,-H�-3W185, 41--7-G=-67/190
WE B -H=- 1 /8 , - =-4 /40, Du i-1 / 1 0, D -F=-282_'99
--
- 0-
DEPL
in (1oc)
1/deft
Ud
Fart( LL)
-0.00 H
>999
240
Vert(TL)
-0.01 H
>999
180
Har ATL)
0,00 FrVa
ria
BRACING
TOP CHORD
BOT HIE)
PLATES GRIP
M1120 197/144
Weight, 26lb
tru turaf wood sheathing directly applied or -11-11 oc purlins, except end
verticals-
Rigid
erticals.Felgid tailing directly appl ied or 10-0-0 oc bracing,
MOTES
1) Wird: ASCE 7- ; mph; h=25 -ft; T L=4_ P f; E DL- . pMsfr Category 11; Exp Q enclosed;
Lurnb r DOL=1 _ plate grip C L=1 _ a FI end n ; antile r r fefk and right sed
This truss has been designed for a 10.0 p f bottom chord lire load nonconc .rr nt with ark
other five Ioad.
Refer to girder(s) for truss to #russ aannections.
3) Provide mechanical connection (by others) of truss to bearing Pilate capable ofwithstanding �
Tf�� frr�s is designed�r� accordanceit�i the 2003 InternationalResidential�� ]b upLift t joint F and 10 !b upliftt joint B.
� s��fr�r�s 1�1 1.1 and R80_10.2 and referenced standard ANSVTPI '1,
LCD CASE(S) Standard
Page i
0
:kare =.
----------- T
BO1OE- -7 ,1058
BMI'AVE T tJD�A1H F LL ), IDAHO FALL . l 3Z'
LOADING ( psi
TOLL
85.0
TDL
7.0
BOLL
0.0
B DL
7-0
LUMBER
.TOPCHORD
BOT CHORD
A
-,-
dr -%e
i MONO TRUSS
Ozy Ply
Job R feTence (optional)
6.200 s Feb 21 2005 M.iTek Industries, Inc.
Thu .fan 11 13:05:43 2007 Page 1
C
SPACING 2-0-0
Plates Increase 1.1
Lumber Increase 115
Rep Stress lncr YES
Code [+00ITP100
X 4 FBF
1 OF
1-
i.
X 4 SPF
1650E
1-E
240
CIS11
TC 0.41
BC 0.24
B 0,00
(Matt )
I LAC TI O N (lb/size) =192!M ha n ica I . B=504/0-5-8, D=401 Jia mica I
M aX Her =17 (ivad case )
kola X U P I iftc=;-95 plead case ), B=- 17(load case
Maxra =1 (load case 1), I3= 04(10 d case 1), D= (l ad case )
FORCES (Ib) - Max1murn Compression/Maximum Tension
TOP CHORD -=0/77, B-=-127168
BOT CHORD B -D=0/
DEFL
in 00
I/d fl
Lld
'rt(LL)
-0.06 B -D
> 999
240
Vert(TL)
-0, 12 B -D
> 570
180
Hor,z(TL)
-0-00 C
n a
nia
BRACING
IN
TOPCHORD
BOT H OFD
PLATES GRIP
M.1120 1971144
Weight- 17 Id
tru tural wood sheathing directly appijed or -11-11 oc puriins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MOTES
1 Wind: ASCE 7-98- 90mph., h= 5ft TCCA L=-4. p f, B LT . p f; Category I I;
Exp . enclosed,, NIFgable r rcantilever r I frightexposedLumber COL=1.38 plate grip D L=1 _ .
This truss has been designed for a 10.0 psf bottom chord live load noncore urrent with any other
Refer to ifd r� ) for truss tO truss connections,i��� loads,
4 Provide m chanicaI connection (by others) of Crus s to bean 9 P1 ate ca . ahi of Furth '
� t��dJn 0 i� uplk at aoint C a nd 179 [b u pJrft at joint B.
This truss is designed in accordance with the 2003 International f identi l Code sections R502.1 1.1n
� d R802-10.2 and referenced standard NJET P 1 1
LOAD CASE(S) Standard
sc-ale = I :7 a.
Job
Tr L s� Type
S 13Qty
010 -7
_ MONO Truss,
BM )NE T (IDAHO FALLS), IDAHO FALLS, ID 83402
LOADING (psfi,
TCLL
35.0
TCDD
7.4
BCLL
0.0
BCDL
7.0
LUMBER
TOP, CHORD
BOTCHORD
V E B
A
a-_0
--0
..W
PI
Jobb Reference (0 tjonal
_M s Feb 21 2005 MiTek Inustris. Inc,
Thu Jan 11 13:05-44 20 7 Page
3X6 Mf= I i
C
SPACING -0-0
Plates Increase 1,1
LU b r I increa se 1.1
Ike p Stress I roc r YES
Code IRC2003ITP12002
4 SPF 2400:7 2,0E
SFT 16 OF 1.5E
4 SPF Stud/Std
REACTIONS (Ibi i ) D= 4 1M hani al. B=59510-5-8
Ma x
=59510- -
Max H orz B=-3(1oa d Case
Max DpI i ftD=-11-7(fond Case 5),=-187(loa 1 case
FORCES (lb.) - Maximum CompressioWMaximum Tension
TOP CHORD ,A -B-0/7 , B- =-16 /10 , C-10=2911149
BOT CHORD B -D=010
I
TC 0,62
BC 0.43
B 0.00
(Matrix)
DEFL
in (loc)
I/defi
Ud
Vert(LL)
-0. 19 E -D
>484
240
Vert('TL)
-0. -D
>236
180
Ho (TL)
().00
r a
n1a
B QAC I NG
TOP CHORD
BCT HO D
'LATE
M11120
Weight- 1h
GRIP
197/144
Structural wood sheathing directly applied or 6-0-0,oc purlins, , except end vertica.1s,
Rigid calling directly applied or 10-0-0 oc bracing-
NOTES
r in -
NOTES
1 ) Wind'- ASCE 7-8F 90Mph,F h= 25t, TDL-4.2 psf, BC�L-4.p�sf, ateg�c lJ, E ' ��...E
Lumber D Ls1, plate grip CCL=1.33_ p c ose�, i'�I AFF bl� ��d ��r�c° �rrtiJ���r J�Fk .��� right exposed;
This truss has been des 99n d for a 10.0 p t lottoni c hord I Ive Icad non oncurrent with
Refer to gird r for truss to truss connections. �n other lig 10�� .
Prov id e M ehanacal con netion (by other) of truss to IaringISL ca a bi of '
This truss i designed in accordance with the 2003 International Residential 1 wit 117 Ih �pli �t ��int D �r�� 1 � I� Cpl �t ��ir�t B.
t �I cd sec
tior� F�50�_ 1 1. 1 and I0, �i 0. and r�efrrc standard l�lll�`TF�'J 1,
LD .�E(�') � r���rd
d
i
i
T r
PrJL
BMC WEST T ID H —FALL
). ID H' FALLS. ID 3402
A
--!
--
--
--
Qty Piy t
i Job R ference (p tion 1
6,20 s Feb 21 2CO5 MiTek Industries, inc.
--
Thu Jars 11 13. 5:44 2007 Page 1
3. PAiI [I
0
Scale = T-22.3
2-5-8
.4-5-8-8-0-0
Pft'tt,' H,L4�--
LOADING p SPACING 2 -0 -CS
01
TLS _0
[AFL Ire (Coe) l/dfl Lid PLATES GRIP
TCDL 7.0�'I�t�� Er�r��� � . � 7 0.�1 'art LL {�,0 �€ >
999 240
Lurrk r� r �re B ,1 Vert(TL) -0-0 F- >99 `i
IM1120 197/144
LL �.� 80
�.p tri �r�er E''� �. �
� ��� �e� HorTL) 0,01E n�� r-ra�a
Code I 03 TP1 00 r
Weight: 34 lb
LUMBER
TOP CHORD SPF 1650F 1..E B?N
BOT CHORD 2 X 4 SPF 165OF 1.5E TOPCHORD tructural wood Sheathing directly applied or -0-0 oc purl'ins, except end verticals:
WEBS 2 X 4 SPF Strad/Sig! BOT CHORD Rigidceil'ing directly appiled or 10-0-0 oe bracing -
REACTIONS
racin -REE TI N (lh/i e) F=345/Mechanical, B;--595/0-5-8
Max H= 19= (fo d case )
Max UpliftF=-117(load case 5), B=-1 7(C ad case
FORCES (ib) - Maximum ornpr i l imuro Tension
i,
TOP CHORD A-15=0/77, B- = 464/0, -D=-602/90, D -E=-7 ` , E -F=-1 12/57
BOT CHORD 8-H=-70/312, -H =-74/337, F- =-1.801509
WEBS -H--119/50, ' - =-1 17/230, D- =- l/18 p D -F? -5501195
NOTES
1rnd.: E 7-0r-r-xph h=5f#; TSL=4_pfp ADL= f-- _
Lubr DOL- 1- plate grip DI -=1 -33.
ten �l, ,r�F� F hl' r�datilr n rile
0
) This tru s s has been d esi9reed for a 10, 0 f bottom c lord I ive load nonconcurrerkt with any oh
Refer to girder(s) for truss to truss connections.� �r � ��� Ped .
Provide mechanical o n nect o n (by others) of truss to bearing plate capable of withstanding ndi n 117-
� This true c d�%���d irk ��rd�n� with �h� �� International I�i'd�r-rtiai �d � - Ib uplift at Joint F n�i 187 lb uplift at joint B.
#ren F���, 11 -1 and R802,10.2 and referenced standard 1/TPI "I
LOAD CASE(S) Standard
jot) —TT—russ
B01 063-7 IJ08E3
T ipe
SPECIAL
,,. V 9 �,,.� I � F� r' ILJAHU BALLS, ID 83402
TOP CHORD
BOT H F D
VEB
REACTIONS
---0
--
--
ty
.62 S � M e lnd ustries, Inc _ Thr, Jan 1I 13. 5447 Page -
HM
_ 1 22_3
3x'3 0.1112; ,'l
4 SPF 1 5OF 1.5E BRACING
4 SPF 1650P I - 5E TOPCHORD Structural woad sheathing directly applied or -0-0 oc, purlins, except end v ertic I.
4 SPF to td BOTCHORD Rigid coiling dire t[y applied or 10-0-0 oc bracing.
Max Hort B= (load case )
Max Uplif[F=-117(ioad case 5), B= --I 7(load case
FORCES (1b) - MaximumCompression/Maximum Tension
TOP CHORD - B -- 017 , B- - 44 /0, - D =-59 7/78, D -E=-83/44, F- F=-130/66
BOT HOOD B -H--61/295, -f-1=- /31 , F- `-187/527
EBB T1-11=-114/43, - =-1 / r , B- = /fi I D -F-5601199
1 inn, ASCE 7-98; 0rnph, h=25ft, T 1)L 4_ p f', B DL=4..p f, Category 11, E� , enclosed; JF
RS ��bi� end �r�,cantilever 1�rf �rrright � ��Lum r IDOL= 1 e p1ategrip D L=1 _ F
This truss has been designed for a 10.0 psf bottom chard live load n onconcurrent with a ny other 11 e Iced_
Defer to girder(s) for truss to truss cennect on ,.
4) Provide mechanical connect -Ion �by others) of truss to bearing plate kyle of withstanding n
� �� in117 !b upiift at joint F and 17 Ib uplift at joint B.
5 This truss is designed in ec o Fda nce with the 2003 Int rn t i o nal esid nt121 Code sections R502-1 1.1
and R802,10-2 and referenced standard IIITP1
LOAD EI) Standard
r
Job
BO 10 —7
Truss
TO 1
E T (10AHO FALLS); 11DAH0 FALLS, I 83402
2_0_0
-1-
-1-
I Type
l
I CaMMON
-~1-
MI120 =
D
Qty II
43
Job Reference a tl'onal
6.200 Feb 1 2005 iT k rndu tree , Jnc�_ Thu Jan 11 13`05:45 2007 Page 1
,- 4-- 26-6-0
6-1-8 6-1-8 —
Scs: m = .
31t 2 Mr1120-_
--0
��,E My - O
LOADING
"
(psf)
SPACING
2-0-0
T 1_L
35.0
Piates Increase
1.1
TCD
7-0
Lumber Increase
1.1
BCL..
0,0
Peep Stress Iner
YES
B DL
7.0
Code IRC2003�7PI2002
LIMBER
TOP CHORD 2 X 4 SPF 11650F 1. 5E
BOT CHORD 2 X 4 SPF 1650F 1,5E
VVEBS 2 X 4 SPF Stud/.Std
REACTIONS Ib/ r ) B=1371/0-5-8. F=137110-5-8
Max Hort 13= 15 1(1 o d case
f ftE3, 00oad case , F=- 0(ioad case )
Max
A-04.0-0-14
1
TC 0.45
13C 0.40
B 0.35
(Matrix)
1-4- --
8-2-0 — -0
FORCES orb) - [ a i ur n orripre ion/Ma imur n Tension
TOS' CHORD -13=007, B- ;--2024/355, -D -17431350, D -E=-1743/360 , E -E^_ �-
4/ 5 r F- /7 ,H -r=-129111 •, F -H=-19211
EB —1=-45V . D—I=-134/589, D—H=-1341589, E—H=-456/227
DEFL its (1o) I/defl Lrd GRIP
Vert(LL) —0.11 H-1 X999 240 rias 197/144
Weight, !'b
BRACING
TOP CHORD StrUCtUral wood sheathing directly applied or 4-8-0 oc pn rl l in ,
BOT H RD Rigid ceiling directly applied or 10-0-0 oc br•aci n .
NOTES
Unbalanced root p iv e loads have been considered for this design-
2)Wind: ASCE -98;90i npb, �=fk� TL�L=.psi; I1)L=4_ f• a� .n -
Lumber OL=1, plate grip DOS 1.33. � !I, Epp , enclosed, d; I � r�
gable endzone, ar�fii ger left and right exposed
This truss has been designed for a 10 - 0 p f bottom chord live Ioad nonconeur
� l�r����d mec hat�ial �r1n�i�n � �th�r� of truss t b��rrr� int rent rti� ani other Iive 1oad_
� p � pa �f i-thsta ndj ng 350 Ili upPi'ft at j o -Int B end 3 50 Ib uplii`t at joint F.
This truss is designed in accordance with the 2003 International Residential Code sections R502.1 1.1 and R802-10.2 and referenced Standard .fel 1.
LOAD CASE(S) Standard
Job I --
Truss
1301063-7 T
02
B VEST (JD.VHO FLL'1 II H
1
0
A
3
£X1 2 14111:20=
f°M20
7 /e t
COMMON 4
11-7-
L
6 IVI I 12
I
P'atp
L ADI pfd � I 2-0-0
'[
35.0 Plates Increase 1.1
1I CDL 7.0Lumber Increase 1.15
E
BCLL X13.0 ReP Stress Incr YES
BCCA L 7.0 Code IRC20o3lTpI2002
LU1013ER
1 TOP CHORD 2 X 4 PF 1650F 1.5E
BOT CHORE) 2 X 4 SPE 1650F 1.5E
WEBS 4 SPFStud/Std
WEDGE
Left, 2 X 6 DF 1 800F 1,61E. Right-, 2 X 6 DF 180OF 1,6E
REACTIONS([h/size) B=1877/0-5-8, 11-1-1877/0-5-8
'a HOrz.B=-1 80oad case
Max pliftB=448(load case ). H=448(load case
17-5-
6.00 12
O !V!EI2)
'N
576 hi 1120 =
E
K
x'3 �-el 1120 =
S1
DEFL
TC 0.42Vert(LL)
13C 0.51
rt(TL)
E 0.71
H or-z(T L)
(Matrix) l
5-9-11
V)2
PI
1
lJoh Reference (optional)
6,200 s Feb 21 2005 MITek Industries, Inc. Thou Jan 11-13,05:45 2,007 Page 1
3sf �:M 11
F
in (Ioc) Ud fi
-0-21 - L >99.9
-0.41 1-L >999
0.14 H n/a
BRACING
TOIL H lD
E3T CHORD
8B:
J
6)6 M11112G_�_'
G
34-10-0
5-9-11
Lfd � PLATES GRIP
240 M1120 197M44
144
Asa
Na
Weight, 1441b
Structural vvood sheathing directly .applied or 3-8-13 oc purl -ins,
Rigid ceiling directly applied or 9-5-12 oo bracing_
I Row at midpt D-1' , 1= -
FORCES (Ib) - Maximtjrn COMPre io n1lVlax irnum Tension
TOP CHORD A43=0/771 771 E- =-3109/566:- --277 ' E D -E 1973''422, E -F 4973142 E- =-
BOT CHORD B -L--567/2657, -L= -390/21 , J -I .=-255 `2 1 , H-JLL / 7 �7 ��2 � -H=-3109/ , H-1=0/77
EB -L--394/205, D -L=-70/4 , D -I --x'71 / 'fi r E-1 =- 171117 , F -K--771 / F-J�-7
NOTES
1) U n ba I a nced roof f ive load s bye been nor sid r d for this des ig n,
find, E 7-98. 9OMph; h=ft' TSL=4.pst"; EL= 4. f; Category rl: Exp C; enclosed.-
Lumber DOL=1.33 plate Uri;p D L-1 _ .E � � endzone- cantil er lift and right exposed
Th is trus s Ila s been d es ig a d for a 10.0 p f Nott rn chord f i ve I oad r -t n o nc u rre n t w i
t� � rother � ��d �� Pr�r�� r�h��i�I ��n�i�� � others) �� tri t� bearing II�t �a��hl� of withstanding .Ih uplift at joint B and 48 I� uplift at joint -i,This trust is designed in accordancewith the 00International
Residential Code sections R502.1 1.1 and 8802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Gx' 2 N11120
36-10-
-0-0
Sc ,.2=7: .PS
JOD
Truss
I B010133 - TO
I DAH FALLS , ID- AH FALLS, 11D 83402
i
`0-
A
6 M1120
T ep
COMMON
GX8 M1120=
LOADING (pso SPACING 2-0-0
TOLL 35.0 Plates Increase 1.1
T C L 7,0 Umber Increase 1.15
BOLL 0.0 Rep Stress Cnr YES
I
BCDL 7-0 Code II 0D3)TP1 00
LUMBER
TOP CHORD 2 X 4 SPF 165OF 1.5E
BOT CHORD 2 X 4 SPF 16 OF 1,5E
VVEBS SPF Stud/Std
.;2
�V111.c9�
N1 i20z
Ply
�a
Joy Refe Refrenc ti naI J ,
6,200 .Feb 212005 MiTek Cndustrle , Inc. Thu Jan 11 13:)5:45 2007 Paae 1
`w9ll�
F
29-0-
'5x8 N41120 -t -z
4-10-0
3X6 M I I \\
34-10-0
17-5-0
Y-31-1110-0
lCS1
TC 0,51
I
E3G 0.52
C
j�y�f ��
T ' B 0-92
REACTIONS (1b/size) B=170610-5-8. J=205110-5-8
Nlax U,pkftS -4 7(Iced case ), J - 56(dead case )
-1-0
-0,o
Sc -We= y:62.8
Weight 147 1b
BRACING
TOP CHORD Structural wood sheathing directiy applied or 4-0-2 0C purfln ..
BOT IB RD Rigid coiling directly @PPlied Or -0-0 oc bracing,
WEBS `i Row at midpt D -L, F -L
FORCES (113) - MaXirinurn Cornpre ssionlM aximum Tension
TSP CHORD A -113=0/77,13-C=-2758/514, -D=-481/, D-E_-171�-F=-
BOTCHORD B -M - DY a L- =-352 111852, -L=-16211531 J- =-1 'a 137 , - �- 7441573
, -l-i=- 1- =0/75
d V' EBS C - M=-377/201, D -M; - 0/ -L=- J �176/84 ,��� 1 r - , F -L=- 1 , F- =-194196, G - K=-79/656, -J=-2541, 776
OT:
1 Unbalanced -Yf rive Voids have been con ideted for this design.
iind. ASCE 7-J 9rTlph, h-ft'=11.
TC�L=.pf, DDL-4,pf, Category it} E. err �
Lumber D L`1 _ plate grip D p � � oed, a FP gable end zone,cantilever lift and right d p
Thi s truss has b e n des ig ned for a 10, 0 p f ba am chord 11 v e Pondontoncurr ..
4) Provide mechaniaI connect rr (b' others) of truss to bearingpar�� v��� �r� ���`r�r Ci�� I����.
Thi truss designed in ac�r��r�� with the 0International � plate ��b� of ��htr�drn� 4� Ih uplift � joint � �n� C� ��Cift t a�enk J,
t national e idential Code sections R502-1 1.1 and R802,10-2 and r ferenced standard d II/TPI I _
LOAD CASE(S) Standard
ii
%n Coc)
I/defl
Ud PLATES FLIP
ert(L,L)
-0.19 L -M
240
P6411 197/144
Vert(TL)
-0.43 L -M
>878
18D
Horz(TL)
0.09 ,J
n,
nfa
Weight 147 1b
BRACING
TOP CHORD Structural wood sheathing directiy applied or 4-0-2 0C purfln ..
BOT IB RD Rigid coiling directly @PPlied Or -0-0 oc bracing,
WEBS `i Row at midpt D -L, F -L
FORCES (113) - MaXirinurn Cornpre ssionlM aximum Tension
TSP CHORD A -113=0/77,13-C=-2758/514, -D=-481/, D-E_-171�-F=-
BOTCHORD B -M - DY a L- =-352 111852, -L=-16211531 J- =-1 'a 137 , - �- 7441573
, -l-i=- 1- =0/75
d V' EBS C - M=-377/201, D -M; - 0/ -L=- J �176/84 ,��� 1 r - , F -L=- 1 , F- =-194196, G - K=-79/656, -J=-2541, 776
OT:
1 Unbalanced -Yf rive Voids have been con ideted for this design.
iind. ASCE 7-J 9rTlph, h-ft'=11.
TC�L=.pf, DDL-4,pf, Category it} E. err �
Lumber D L`1 _ plate grip D p � � oed, a FP gable end zone,cantilever lift and right d p
Thi s truss has b e n des ig ned for a 10, 0 p f ba am chord 11 v e Pondontoncurr ..
4) Provide mechaniaI connect rr (b' others) of truss to bearingpar�� v��� �r� ���`r�r Ci�� I����.
Thi truss designed in ac�r��r�� with the 0International � plate ��b� of ��htr�drn� 4� Ih uplift � joint � �n� C� ��Cift t a�enk J,
t national e idential Code sections R502-1 1.1 and R802,10-2 and r ferenced standard d II/TPI I _
LOAD CASE(S) Standard
ii
Job -Truss
Type801063-7 Qty PIS
T02B COMMON
r �
8MC WEST T ( IDAHO FALLS), IDAHO FALLS, I1)83402 Job J of r n �5-9-11
6.200 s Feb 21 2DO5 MT k Industries, Inc. Thu Jan 11 13,00-:4 2007 Page '
1-- -
5-9-11
- -11 -9-11 5-9-11
5-9-11
Stale i o.
8XIO kill
Plate Offsets (X,
LOADING (psi
TELL
35.0
TCL
7.0
BOLL
0.0
BCDL
7.
-1-7
-10-x'
-- ."103. � — midi = I
x 111 3x6 vi-IlIz0= 335 KlfIIM \\
-1-
4/—
[G.0-24,0-3-4, [H:1 -0-4,0-0-14
H• 1 4
SPACING 2-0-0
Plates InCrease 1.1
Lumbar Increase 1,15
Rep Stress I ncr YES
Code IRC2003fTP[2002
LUMBER
I TOP CHORD 2 X 4 SPF 165OF 1-5E
130T CHORD 2 X 4 SPF 1 F I - 5E
EB 4 -IAF StudfStd
r
TC 0.45
B. 0.27
B 0.7
(Matrix)
10-2-123 0—-1 ,
0--4
-1-4
1-7-
BRACING
TOP CHORD
BOT CHORD
WEB
REACTIONS (IbIsize) 8=1039/0-5-8, 1 =199 0- -$, 1=40310-5-8. H=136/Mechanical
Max Hor B= 1� 5)(Ioad case )
Flux Upliffl=- 0 lead case ), K=- load case :5), 1=-`l 1 load case
1'a ray �= � X41 �a � �a �� �� a =1 � �� � � , H _ 4( Iia ca )
Structural wood sheathing directly ppli d ar -10--4 oc
puri-
fid ceiling d[rectly applied or 6-0-0 oc bracing.
1 Row at miclpt E_
FORCES, ry y I1C Ila fr�lUM ompr ion/ a imam Ten ior7
ti TI�Y.H °SFJ D 1 1—B -0/7 f , B4!-1 12 JL411 C—D-- 1 I 76`/284..r9 D'—E=— 9 e .
BT HlL� B-_.-30 1 /"f 1 0, L`I=-1�;50,L=-of0� ��F=-��. �-�=-{I -y=-�� �'l
INEBS -M=-40 I( 7, I -��. =-1 /607, D -L=-7 �1 O9, E -L-=-253/838 ,
a E- =- 1394/31 �F- -- 4��� Fad--��F -J_- /1 , G-]=-5461167
7 TE
1 i Unbalanced roof live loads have been considered for this design.
pa ateOIla Exp nofcs�d��Fl �ah1��� yen, �anle�rLutuber i L:= - plate gn-p o L-1 _ left and right
sed .
Th is tru ss ha s he n des fg ned for a 10.) psf hottc)m chord J v e load noneer c
4) Defer to girder(s) for truss to trussconnections, urr�r�t �t h n y ether F Iv e 10a ds,
Prevfde mehanial connect ion (by others) of trus s to harin g P]ate
and 4 1b Wfift at joint H. apablf � h t i Ib 1 it it t , Ib 1if a s I, 1 b u fi t
� t oi�it 1
ThIs truss is designed in accorciance with the 2003 International Residential Gode sections R502,11 1.1 nd R802-10-2 and referenced standard J/TP I 1.
LOAD E() Stancarcj
3x12 Mri?0
4- -
--
CSL F L in
Vert(LL) (LL) -0-0
(10C)
L -M
I/det1 Lid
>999 240
PLATE GRIP
Vert(TL) -0. 1
L- I
9 180
I',r�l f l � � �� � 4
Ho TL) 0.02
K
n/a r a
eight: 149 Ih
BRACING
TOP CHORD
BOT CHORD
WEB
REACTIONS (IbIsize) 8=1039/0-5-8, 1 =199 0- -$, 1=40310-5-8. H=136/Mechanical
Max Hor B= 1� 5)(Ioad case )
Flux Upliffl=- 0 lead case ), K=- load case :5), 1=-`l 1 load case
1'a ray �= � X41 �a � �a �� �� a =1 � �� � � , H _ 4( Iia ca )
Structural wood sheathing directly ppli d ar -10--4 oc
puri-
fid ceiling d[rectly applied or 6-0-0 oc bracing.
1 Row at miclpt E_
FORCES, ry y I1C Ila fr�lUM ompr ion/ a imam Ten ior7
ti TI�Y.H °SFJ D 1 1—B -0/7 f , B4!-1 12 JL411 C—D-- 1 I 76`/284..r9 D'—E=— 9 e .
BT HlL� B-_.-30 1 /"f 1 0, L`I=-1�;50,L=-of0� ��F=-��. �-�=-{I -y=-�� �'l
INEBS -M=-40 I( 7, I -��. =-1 /607, D -L=-7 �1 O9, E -L-=-253/838 ,
a E- =- 1394/31 �F- -- 4��� Fad--��F -J_- /1 , G-]=-5461167
7 TE
1 i Unbalanced roof live loads have been considered for this design.
pa ateOIla Exp nofcs�d��Fl �ah1��� yen, �anle�rLutuber i L:= - plate gn-p o L-1 _ left and right
sed .
Th is tru ss ha s he n des fg ned for a 10.) psf hottc)m chord J v e load noneer c
4) Defer to girder(s) for truss to trussconnections, urr�r�t �t h n y ether F Iv e 10a ds,
Prevfde mehanial connect ion (by others) of trus s to harin g P]ate
and 4 1b Wfift at joint H. apablf � h t i Ib 1 it it t , Ib 1if a s I, 1 b u fi t
� t oi�it 1
ThIs truss is designed in accorciance with the 2003 International Residential Gode sections R502,11 1.1 nd R802-10-2 and referenced standard J/TP I 1.
LOAD E() Stancarcj
3x12 Mri?0
4- -
Job
B01063-7
Truss
7 /P
T02C ICONWON
IV dV Y a k ILIA -i a -ALL ), IDAHO FALLS, I f 834
---0
11-7-5
17.5.0
E
Qty ply
Job l efe re n c bona
1 2005 MiTek Industies, 1nc. Thu Marl 11 13:05:46 2007 Pee 1
23-.2-11
--0-
O
-10-7
_6-10-7
Plate
-10-
PJeteOffsets X, y -8-12,0-f-pj. Lao
LpAdING (psf}
TCC.
35.0
TCDL
7,{}
BCLL
0-0
6CDl.
7.0
1120 ,?RV
,M 1120
-1-
:0-3-0,0-3-01. fH:0-2- 1 o n -1 -
PAI -0-0.
Plates Increase 1.1
Lumber I ncreaSe 1.15
Jeep Stress l nr YES
Code 1l 0 fTP[2002
LUMBER
TOP CHORD 2 X 4 SPF 1650E 1_E
BOT HORS) 2 X 4 SPF 1650E- 1.5E
WEBS 4 SPF Stud/Std
0--4
10-7
7--1
CSI
TC 0.47
DER
In (I ) I/defl
L/d
er't�LL4
-0.06 J -L- >999
240
BC 0.27
' rt(TL)
-0.1- H-1 >999
180
WB 0.77
Hort(TL)
0,02 1 rva
rda
Matrix)
REACTIONS(l b/ ize) $ � �0-5- , J=.218110-5-8, H -� ,I McCha ni l
Ji lax Horz B= '1 Goad case )
rOax U pI 1 ;- 04(J 0a d on , J =-a (Ioad case , H--1 1 (I o d case,
MaxGreg B=110 (load case 7), J=21 I (load case 1), H=499 I
cad case 8)
PLATES
M1120
i
Weight: 145 1b
34-10-0
-1-
GIMP
197/144
BRACING
TOP CHORD Structural wood sheathing directJ y applied or 5-9-15 oc purl ins.
BOT CHORID l % id ceiling directly applied or -0-0 ec bracing,
WEBS B 1 Pow at m idpt E -i
FORCES (1b) - a frnUmCompressio> /Maximurn Ti9rnslon
T 'P 1I— 1 ID —E- Si/77, — =-1 81248, x`D=-1 184129 f J D—E=-,50' /20 I =_ —
B T CHORD B -L- 30211107, K -L=-126 `586WEBS, J -K--126123 1-J=— I - j = 4 -I - 166
126/517
NOTESNOTES --
F E- -255 836, E -J--15051317, P -J -7 1, J4 -J _ 19 3/677, -1=457/231
`I Unbalanced roof lire loads hive been considered for th-Is dein_
Wind. ASCE -90rnphF ham; T1)L;4. f BCDL=4,
Lumber DOL=1.33 Plate grip D0C 1. _ t or r li n f d; � I I rid irrfii + er lift and right exposed
� A
ThIs truss has been designed for a1 _ 0 p f botto rn oh rd I ve Icednor
4) Refer to girder(s) for truss to truss connections, urrer�f �rrtl� an other I��� io�d .
) Prov _1de mehancaI connection � by other) of frus s to be�r�� pf�t� � �bNo �f
joint H_ pwithstand I upJi t j Brit 3, 1 lift at oir�f end 1 1 u rFtk of
6) This truss is designed i n acccrdzince wiL,h the 2003 International tional idenfr l Code sections R502.1 1.1
and J. 10.2 and referenced standard NVTPJ I .
LOAD CASE(S) Standard
3 M. JiO Z
J 0 � Truss - _
W
TO D
B010133-7 COMMON
1111C VVEST (IDAHQ FALL )', IDAHO FALLS: fD 83402
1!.--7-5
5-9-11 ;-7-
-9-11
17-5-0
I J 0 b
7--
XI CI !y'. I I z
E
Qty � Ply
23-2-17
,Jb Reference o ptional
6,200 s Feb 21 2005 MiTek Industries, Inc. Thu Jan 11 13;05:47 2007 Page 1
-- a -
,I ;.61 0
oxb J01120=
-1- 13-8-13
-1
TOLL
6-10-7
T BL
7,0
BOLL
0,0
B IDL
LOADING (p
TOLL
_0
T BL
7,0
BOLL
0,0
B IDL
7.0
20-7-
-1 -
SWAGING -0-0 ] DEFL in
Plass Increase I _`i �; I -rf,%
.
LumberIncrease 1.1 ,
Rep StressI r� r E 28
VVB 0-69
Code 1R 003/T.PJ 00 Matrix)
LIBER
I TOP CHORD 2 X 4 SIDE 1650E 1.5E
:BOT CHORD 2 X 4 SPP 16 OF 1.5E
WEBS 2 X 4 SPF Stud.iStd
Vert(LL)
Vert(TL)
Horz f TL)
BRACING
TOP CHORD
BOT H RD
UVEB,
5N6M IL!o v-
7-7-4
7-0-0
1 I /detl Lid
-L >999 240
-L >9,99 180
:3 ; h. N20
34-10-0
-2-12
PLATES GRIP
M1120 197/144
wa r a
Weight: 14 ]b
Structural wood heath -In d-irectly applied or 5-9-9 oc purlins.
Rigid catling directly applied or 6-0-0 oc bracing.
1 Row at midpt E -J
I REACTIONS (lb si e) [3=105,9/0-5-8, j=1765/0-5-8, l=521/0-. -8, H=22514 echani
MaxHortB=, 15(load case ) �
I ax UP1iftB=- 306(l oa d case , J=- 4 (load case )t 1 =-2 000oad case
MaxravB 10 00ad case 1). J 17 (1 ad case -1), 1=68load case , F-1=279 load case
l7 R (lb) - Maxirnurn ompr siOn/Maximum Tension
TOP CHORD
-8=0/77, B - =-1380 /252, -D --i 1 g l D -E=-514/205, -2315 a E --
=_ , H=- 159
BTCHORD B -L=- o6jl1 7, -L� -130/601J- - i8 ,l-J;z- 11/1 FH -1-119198-p EBB 4I-L-'� }O5. D -l=-71 /1 aB".=- ��6, E`J=-145J31L' F4=446/210, F-1=-183/250,
}/'502G-1=4671234
TE
1) Unbalanced roof I ive loads have been considered for this design.
'gid: E -; grnph; I%; TL=_ pf BSB L=pf;` E
Lumber D L-1- plate grip DOL=1.33_ CategoryI� � enclosed, �+��F� �i� �r7� ��n r�tJl � r left �Rd! rfg�t exposed ;
Th i s truss Fra s bee n des ig n d for a 10, 0 p sf bottom cho rd I ire load nonc n urr n.f
4) Refer togirder(s) fOr truss to truss connections,
itl� � other lay Mals,
Prova de mec h a n ra f cc nnea€ ion (by others) of trus s to beari rig pl ate ca l� � ��i - -
and 1 lb uplii� at joint H, p t� t r�d�n � f� uplEft at I�r�t B. � Ike ��1ift t��ir�t �, �� Ib uplift t � rpt r
This truss is designed in accordance with the 2003Jntrnatinaaei
denti l Code sections0_11.1 and R802,10.2 2nd referenced standardANSI/TPI
LOAD CASE(S) -Standard
3X5 M1120 _
job T �u
B01063-7 kV25
t3MC VVEST (1D H( FALL), IDAHO FAILS, ID 83402
I �
A
? I1120
7�7-
LOADING ( psi
T LL
35.0
TDL
7.0
BELL
0,10
BDL
7.0
LUMBER
TOP CHORD
BOTCHORD
OTHERS
12-10-8
B
-10-
3x1 MlP20 11
T
Y LLE I
Qty
I
3.x M. -I 120 11
r F
,,il211 IJ
T
T
34 N11'(20 if
Mla20 !I
,m15 x.41120 1P
SPACING -0-
Plates Increase 1,1
Lumbar Increase 1-15
RGP Stress In cr YES
Code I R 03/TP 1 00
X4 SPF1 OF.1_ E
2 X 4 SPF 1650 1_5E
FBF Stud!Std
TC 0, 20
ESC 0.07
VV 13 O} 1
Mtfix)
--0
')F_Q
—�_X �/V
&43 MFM -30=
VA
1
Job Re o tion.2ij
6.200 s Feb Tj
aT ire(jU5t,i , enc, Thu—Jan 11 f .x :47 �0 �Pa4,e 1
D FL
in (le) I/deg
Vert(LL)
n/a - n/a
Vert(TL)
i 4?ra 1-1/a
Horz(TL)
0.00 I Wa
BRACING
--
12-10-8
M1120 IB
%11. H
3x5 w"*j 120 1 ` 34 NI IJ20 11 M Ni 112C. lz�%
Lid
999
999
na+r
a
PLATES
X11120
Weight' 91 ib
GRIP
197/144
I UH HORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
E30T CHORE Frigid ceiling directly applied or -0-0 ec bracing.
ETI �1b,+rsie) A=123/25-9-0,1-123/25-9-03 =-fig-0J=400125-9-o,_
s
a Dior -110(10a d case y - 1 .�' � -Q=400/25-9-0, p=405125-9-0
, 0=317/25-9-
M3x UPI1f=-`I(I0ad case )r =-103(1oad case ), J=-14(Ioad as� 1=�14 fa
d case 5)
� r������1��d �', i=1�Ie�d �� 1 � 48(load ca ), I'�1=476(Io.�d ), �Q=-1(1oad a. ), 1�=-1 load case 0= -
case 7)
a Dad case ), J-40D(Iced Ease ), K=40 (�c d case 1 , k1l= load is l
j FORCES (1b) -krra rr'num Compression'Maximum Tension
TOFF 1-1 1 0 -B-- 1 ," , --6r9('4, -D=-76 /1 , D -E--4 6/1
57, E -F=-4 ��A �-- -76�1 � � a -H =-9ir, �-1 _
-/80EST HD -',/10 10, -=-6110, 1- =-
'106
E_ --117.44, J`-327{1 7, - _- 1'e?1 , F -M=-268/ , B- =i 711 }_p184, D-
rma+117
"
NOTES
1) Unbalanced roof live loads have been considered for fills design,
) Ind: ASCE 7- 0mph; h=ft: TDL=4.Psf; 6DL=4,Psf;
Category i1a' �
enclosed, �S.l,blegcrciEe��r lei �r� rightexposedLumber D0L=1.33 plat grip E) L=.1.
TMs truss has been designed for a 10.0 pst bottom chord lire load nonc encurre
4) Gabe requires continuou bottom chord bearing, rpt math ny other lige load
) Prov %d mech anIca 1 nec (by others) O1` trus s to bearir7late a ��1
14� Ike uplift �� joint I, 7 1� ��ii� atjoint , �4 f � UPI -ft et -�ir>It� � , � of rthstandl�l 1 1b u pf1ft at joint , �� l� uplift at joint , 1 � Ib uP1i at -oint J_
l , � 1b uplift atjOint P and 83 1b uplift at joint 0.�
This truss is designed i n accordance with the 0International Residentla1 Code sectionsr50.11.1 end R802-10.2 arid referened standard l,r1TPl 1,
LOAD CASES) Standard