HomeMy WebLinkAboutTRUSS SPECS - 07-00404 - 570 Woodbridge St - New SFRL�' J
0700404
570 Woodbrldge-Romrell
Joh_
TrusY
Truss T es
Qty FI REXBU � MBELL 'E- l /(FD)H i
Q810702 Al ROOF TRUSS
i I i
Job Reference o tion l'
STOCKMF" 1Ei T -1FP I'daho Falls, ID 83403, ERIC _ 7.000 s May 29 2007 MfTek Industries, Inc, ' V d Aug22 1'3.04;04 2007 Page I,
1--
1--0
4X6
4
:- 23i
C2Ie = 1:40_3
v. _ . „ OX0 — J X4 = 9.5X4 [I -
Plate
. ffset v -3- i4.0- -12], [6:0-3-.140-1-121
LOADING (p f)
TOLL_ 35.0
( Roof no- = - . )
T D L 8.0
BOLL 0.0
BIDL 8.0
LUMBER
TOP CHORD
BOT CHORD
FID
11-0-0
5-2-1
1s-
--1
SPACING
--c
CS1
Plates Increase
1.15
TC 0.56
Lumber Increase
1.15
B. 0
,39
Rep Stress 1 ncr
YES
WB 0,87
Cade II 03/TP1 00
(Matrix)
X 4 SEF 1650F 1.5E
X4SPF 1 5 FI_ E
4 SPF -S StudYStd
REACTIONS (lb/size) 2=12;53/0-5-8p 6=125"3'10-5-
MaxUpIift. ==1 L 7)t L-1 (L 8)
--1
--
--
[TEFL
in.
(Ioc)
I/d fl
Lid
PLATES
Vert(LL)
-cm
10
>999
240
MT20
Vert(TL)
-0,15
1 0-1 1
>999
180
H or (TL)
0,06
6
n/
BRACING
TOE CHORD
ET ISD
FORCES (Ib) - M2XiMUM O pr !on/Maxim urn Tension
TOE CHORD 1-2=0/1 0 , 2-3=-2122i97, -4=1 314/106p 4-5=-1 314/106, 5-6;---2122W -7=
0/1 07
BOT CHORD -11=-81/1732, 1 -11==81/17 t -10=-1 /17 , - =-1 /1732, - =-x1311732
EBS -11 `0/20 a 3-1 0=-883/94r 4- i 0=-6/637, —10--883/94, 5-8=01206
Weight; 79 IIS
GRIP
169/123
Structural wood sheathing directly 8.pplied or 4-3-12 oc purlins
Rigid ceiling directly 2pplied or 10-0-0 oc bracing,
MOTES
1)Wind- ASCE 7- 8-, 0 ph; hz fk; T DL=4, psf; ECRL=4. p f; Category n; Exp Q enclosed, WjVFRS interior zone- Lumber
plate grip DOLT=1.33.
T LL.- ASCE 7-98; Pf=35.0 p f (flat goof snow); Exp Q Fully Ems.
3) Unbalanced snow loads have been considered for this design..
4) ThiS tfLl-c;s has been designed for greater of rnin roof live load of 16.0 p f or 2.00 times flat roof Io@d of 35.0 f
with other lies loads -
5)
ad on overhangsnon-concurrent
This truss has been designed for a 10,0 p f bottom chard live load n n on urrent with any other live loads,
This truss requires plate inspection per the Tomb Count Method when this true is chosen for quality assurance in action_
cal connection b others) of trot to bearing plate capable of 1tb tand in 137 Ib uplift at ' Dint d 1
�' ��o�l�, ���h�r�� l� �' ib u li
J p ft 2t joint 6.
This truss ips designed in accordance with the 2003 Int rn2tion ll Residential' identiaC Code sections R502-11.1 2nd 180
tand2rdANSI/TPI +1.. � �. end referenced
LOAD CSE(,) Standard
job
T rpiss
Truss Type
ROOF TRU
STOCK I PONENT -1F, Idaho Fells, lE) 83403, ERIC 4J.
-1-6-0
1 4_3L
1 --
14_3L
11-0-0
10610702 JA1G
ROOF
1 --
11 -0 -
M
rely REX BU R GIRO M R E LU CII B) H
i
Job Reference
7,000 s May 29 2007 r i Tele Industries, Inc, 'Wed Aug 22 18,04:05 2007 Page 1
4x4
7
--
11-0-0
1--0
Scale = 1-40.3
�. -- _
22-0-0
Plate Offsets ,Y):[2:0-2-10,0-1-81,--
LOADING (psf)
TCLL 30.E
SPACING -
I
EFL
in
(1o)
i/deli
L/d
PLATES RIP
Roof now= , O)
P,IateF, Increase 1.1
TC 0.41
`pert(LL)
-0.05
13
n/r
90
MT20 169/123
TCDL 8,0
Lumber Inurea e 1,15
BC 0.17
rt(TL)
-0.05
18
n/r
80
BCLL 0,0
Rep Stress Incr NO
WB 0.16
Horz(TL)
0.00
12
n/
n/a
BC D L 8.0
Code J C 03/TPI 0Q
.(Matrix)
'Ind(LL)
0.02
..
13
n1r
120 Wei ht: 84 ib
f
LUMBER BRACING
TOP CHORD 2,X 4 SPF 1 O1: 1.5E TOP CHORD Structur2l wood sheathing directly 2pplied or 8-0-0 oc purlins,
BOT CHORD 2 X 4 SPF 1650F 1.,5E BOTCHORD Rigid celling directly @ plied or 10-0-0 oc bracing -
OTHERS 2 X 4 PF- Stud/Std
REACTIONS (lbs size) =318/22- -0, 1 =180122-0- , 0=203/22-0- $ , 1= 207/22-0-0, =191/22-0- a 23=247/22-0-0, 18=203/22-0-0, 17=207/22- -0 1 =1 1�1 -0- i4=247
12=318/22-0-0
Max Hurt . =84 LC 7
MaxUplift =- 1(L 7), 20--31 .(LC 7), 21=- 4(LC 7), 22=-41 (LC 7), =122(LC ), 1 =- (LC , 17=- LC 8), 16=-41 (LC 8 ), 14_- (LC ), 1 =y7 (LC
Maxra =47 (LC ), 1 9=180(LC 1), 20=308(LC ), 21- 00(LC ), 22=281 LC , =355 LC 18--7-308 LC
1 =47(LC )
FORCES (l b) - Maximum Compress ions Maxi mum Tension
TOP CHORD 1-2=0/1 05, 2-3=-1 4/57F -4=-90/55F 4-5=-821741 5-6=-83/95t 6-7=-88/113F 7-8--881085 8-9=-831785 -10=-8
21441
10-11=-90/29, 11-12=-124157, 12-13;--0/105
BCT CHORD 2-23=0/86, 22-23=0/86, 21-22=0/86, 20-21=0/86, 19-20=o/8,6, 18-19--0/865 17-18=0/ a 16-17=0/86, 15-16=0/86 14- �1 =0/86
1 a
WEBS + - i g1 .-14810, - -276/'50, - 1---268155, 4-22=-247/53, 8- =-326/56,8-1 =- x'8/48, 9-17 268+x,56, 1 0-1 =- 47�5 ,
11-1 4=-326)56
NOTES
1) irid: ASCD 7-98', 90mph, h= 5 ; T DL= .8p f, B DL=4.8p f, Category 11; Exp C enclosed; MWFRS interior zone, Lumber D LT1.
33
p12t rip COOL=1.33,
Truss designed for wind loads in the plane of the truss only. For studs exo0 ed to wind (normal to the fern), see MiTek "fiU,ndord Gable
End Detail-
3)
TOLL; ASCE 7-98; Pf=35,0 psf (flat roof snow'), Exp C' Fuller Exp,
Unbalanced snow loads have been considered for this design_
This truss has been designed for greater of min roof live load of 16.0 psf or 2,00 times flat roof lead of 35.0 psf on overhangs non -concurrent
with ether lies leads.
This true his been designed for a 1 0: 0 psf bottom chord li b load no nconc u rrent with a ny other live loads.
7) All plates are 1.5x4 MT20 unless otherwise indicated.
This truss requires
plate inspection per the Tenth Count Method when this truss is chosen for quality @!Bsurance inspection.
Gable requires continuous bottom chord be ring.
1 0) Gable studs spaced at -0-0 oc-
11 Provide mechanical conne tlon (b others) of truss to bearing plate capable of w[thstanding 61 lb uplift at jo lit 2, 31 J lb Uplift 2t joint 20, 34
Ike uplift atjoint 21, 41 Ib uplift at joint 22, 22 Ib uplift atjoint 23, 29 lb uplift atjoint 18, 35 Ib uplift aticint 17, 41 lb uplift at joint 18, 22 1b
UPI Ift at joint 14 and 76 Ib uplift at jo i rpt 1 Z
1 ) This true is designed in accordance with the 2003 International Residential Cade sections R502.1 and R802.1 0.and referenced
standard I li'l-PJ 1.
LOAD CASE(S) Standard
to ob
Q 10772
Tress
K
UL;K U M1-'' N ENT - F, Idaho Falls, ID 83403~ ERIC J,
--
Truss Type
ROOF TRUSS
11-0-0
2
4x6 =
4
Ply RE BU R&RO MREL.1Lr /(1D)H
1I
J Job Referene o f
7.000 s May 29 2007 MiTek Industries, Iric..
16-2-12
Wed Aug 22 13:04:05 207 Page 1
.2-2-0-0
-9-4
Scale = 1;3$,2
1.5x4 Il 3X8 -- 3A = 1.5A 11
`-4 11-0-0
5-2-1
1-2-12
5-2-12
0XI
-A
Plate Offsets LX` 2:0-1-1 1Ed -
LI (pt)
T� � LL ._0
(Roof Snow -z3:5, O )
TfL 8.0
BOLL 0,0
BDL 8.0
LUMBER
TOP CHORD
BOT CHORD
V'V E B ,
SPACING 2--0
Plates Increase 1.1
Lumber Increase 1.16
Rep Stress In r YES
Code 112011202
2 X 4 SPF 1650E 1.5E
2 X 4 SP1= 1650F 1,5E
2 X 4 SPF- tudl td
REACTIONS (Ib/size) 6=1092/0-5-8, 2=1259/0-5-8
Max Horz 2=93(LC 7)
Max U P I i B =- L C 8), 2 =r1 7(L 7)
Max G rav 6=1286(L )p 2=1 L 2)
FORCES (Ib) - Maximum Corr]pr ion/ ifT1um Tension
CSI
TC 0,60
BC O. 56
B 0.93
(Matrix)
TOS' CHORD 1-2=001107, 2-3=-2125/K 3-4=-1327/112F 4-5=-1328/106T - =- 194/1 1
BOT CHORD 2-10=-91/1785, -10=-9111735, 8-9=-5611806, 7-8=-56/1806, -7�-56'1806
WEBS -10=0/2,06, 3-9=-883/94, 4-9=-14/6531 5-9=-9481116,.5-7=01210
DEFL
in X10)
l/deft
Ud
FOLATES
Ver-t(LL)
_ ,10 6-7
>999
240
MT20
`rt(TL)
-0.17 6-7
>999
180.
H c rz(T L)
0.08 6
n/a
n1a
BRACING
TOP H RD
E T HOD
Weight: 77 lb
GRIP
169/123
Structural' wood sheathing directly applied or 4-0-12 oc purlins.
Jird ceili n g directly apl ied or 10-0-0 oc brai ng.
MOTES
1) diad: ASCE 7-98; 0mph; h=25' ; T DL=4. p f; 8CDL= .8p ff at gQr .Il; Exp ; ncb dp MWFRS interior ane; L-urnber DOLS 1.33
elite grip D L W 1. .
2 TOLL_ ASCE 7-98; Pf=35 & 0 p f (flet roof Snow); Exp ; Fully exp.
3) Un .21 nlcd snow loads have been considered for this design.
This truss has been designed for greeter of min roof live load of 16.0 p f or 2.00 tunes flat roof load of 35.0 p f on overhangs non -concurrent
int
with other live loads.
T hills truss has been designed for a 10.E psf bottom chord live load noncon urr nt with any Other live loads.
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection_
7) F'Fo�Ade mechanical conne t n (by others) of truss to hearing plate capable of withstanding 69 lb uplift at joint 6 and 137 lb uplift at joint 2.
This truss j designed -in accordance Wth the 2003 international Residential Cede sections R502.1 and R802.10-2 and referenced
standard AN I/TFI 1 _
LOAD CASE(S) Standard
Job
Q810702
Truss
3
STOCK L"1`0Pv1F10NENT -1F, Idaho Falls, ID 83403, ERIC -1
--
x-6-0
Truss Type
ROOFF TRUSS
-1- 11--0
-- -10-
Qty
1
Ply REX BU RGIRO R ELL{ CG/(1 D) H
2°
fob Reference lional
7. 00D s May 29 2007 M[Tek I nd ustrFi e I'nc,
40 II
101
--1
Wed Aug 22 13:041 -CS 2007 Page I
--
5-11-4
Scale : 1:27.8
x4 11 8X8 = 6X8 - .5X6 = U6 [I x;a
4-6-0 -i-
d
-7-
--1
IIt sty:0-4-10'r�-- �_�_� _
- .�
I
TOLLLOADING (psf) PII --IEin
Plates Increase 1.1 T 0,Vert
(LL) ne���=,�� I 57 (LL ) -.17 -10
T DL 8.0 Lumber increase 1, 15 BC 0.85 1 `prt(TL) _n 97 R-1 ri
5-11-4
I/den L/d PLATES GRIP
9 240 MT20 16,9/123
BOLL
_0
Rep Stress Ince
L, Horz(TL) . 7 n/ n
E D L
8,0
Code I I 003/T P J 0 0
(Matrix.)
LUMBER
TOFF CHORD 2 X 4 SPF 1650E 1.5E
BOT CHORD 2 X 6 DF N0. *Except*
B2 2 X 6 DF 1800 F 1-6E
.'2 X 4 SPF -S Stud/Std *Except*
"15 2 X 4 SPF 165OF 1.5E
REACTIONS (lb/size) 7=4547/0-5-82 2=3459/0-5-8
Ma
=4547/0-5-82=3459/0-5-
a Wort 2=906(LC 7)
MaxUplift =4 1(L 8)r =- 4 (L )
Max rav7=4 7(L ), =410 (L
BRACING
TOP CJD
BOT CHORD
Weight, 209 �b
tru tui -21 rood sheathing directly applied or 4-6-8 ec purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (Ib) - M@xjnlum Compress[on/Maximum TensiGn
TOE CHORD 1- =0/117 2 - 3 =-76 1539, 3 -4;--72161562, 4-5=- 5593/4 9 3r 5-6= -5 713/48 4, - 7= -8 48 3/6 8
BOT CHORD 2-12=-494/6698, 11-1 494/6698, 10-11 =-462/6353, --"10---553/x"410, 8-9=-553/7410, 7-8=-553/74. 0
W EBS 3-1 26/127; -11 -404 38i 4-11=-140/ , -10=-2439/1 ., -10=- 3 71/465 10�_
818/296, -8 =-1 111
MOTES
1 rr -ply truss to be connected together with 1 Od (0, 1 1 " '!) nails as follows.
Top chords connected as follows' 2 X 4 - I row at 0--0 o .
Bottom chord connected as foJows, 2 X 6 - 2 roars at 0-9-0 C)C..
Webs connected as follows. 2 X 4 - 1rOw at 0-9-0 o , Except member 4-11 2 X 4 - 1 row at 0-3-0 cc.
All Jeads are considered equally appl id. to all plica, except if acted afront (J*) or back (E) face in theLOAD CASE i
connections have been provided to distribute onlyloads noted (I~ or B unless otherwise� . � section. P1 to �I
hw--25rt, T D L= p f; L-4. S. t r} I E C, enclosed; MWFRS interior zone; Lumber DOL=1.33
plate grip COOL=1.33_
4) TCLL:, ASCE 7-98, Et= �0 p f (flat roof snow)-, Exp ; Fully Exp.
.n alert ed snow leads have been considered for this design.
Th truss has been designed for greater of min roof five lead of 1 _0sf r' 2.00 ti
p rn es flit roof end of 3. 0 pf on u�erh�rr� non -concurrent otber J - Ne loads.
This truss has been designed for a 10,0 psf bo tern chord Hve load non oncurr nt with any other live loads_
This truss requires plate iris pe tion per the Tooth Count Method r hen this truss is c ho rs for qu211ty assurance inspection.
Pr vi de mechanical connection (b others) of truss to bearing plate capable of rith to nd i n 401 lh uplift
10This truss i des in accrdene with the 00Intrr�atienal f � � �����r�t � �.r�d 4 ! �I�Iift �t ��i-nit .
Residential �� sections 0.11 .1 nd R802.10, and referenced
standard ANSI/TPI 1.
11) G i rd r carries tie-inspan(s): 15-0-0 from 8-1 -8 to -0-0
1 ) r angers) r other` onne tion devi e(s) shall b provided uf� i nt to support concentrated load(s) 1830 Jh down and 124 ]
M r
ort bottom chord. TF -be d ei n/3 l�c;tio[-i of :suuh tonne ;tiuri Livic ( ) I tMe r ponsibllit of others.
LOAD A E( ) Standard
Continued on page
a
Job Truss Truss Type
ply
Q8107.02 A3 ROOF TRUSS
ST&jK COMPONENTS -IF, Idaho Falls, ID 83403, ERIC J.
LOAD CASE(S) Standard
1) Snow Lumber Jnr e=1.1 5, Plate hcrease=l .15
Uniform Loads (plf)
Vert-. 1-5;---86, 5-7;---86, 2-11--16, 7-11--336(F=-320)
Concentrated LD 2ds (1b)
Vert: 11=-11290(F)
K'A
REXBURG/RWRELL/8-22XG/�11D�H
Job Reference (Optlonal
7.00 s May 29 2007 M[Tek Industries, Inc . Wed Aug 22 1104--
06 2007 Page 2
`0810702 1 B 1p
F TJ � U
e
STOCKILEI-i`-f, Idaho FIIi ICSERIC 1 _ 0 4
d-4-4
5-7-8
5-7-$
UO 112
T1
4A_—
5
I_5X4 1
Qty PI ]7BU /,R0lVlRELL-/8-1 /Ci ) H s
r I
o
1 "I
_ i -Job Reference (optional)
7.000 S N'lay 29 2007 MiTek Industries, Inc. Wed Aug 22 18-04:06 2067 Page I
3x8
- 11-1-8
--
L.I ISG ( psi
TOLL 35.0 SPACING -0-
(Roof Snow= . 0) Folates 1!ncrease 1.1
T IDL 8.0 Lumber Increase 1.1
BELL 0_ tr lnc
r YES
B DL 8.0 I Cede IRC2003/TP12002
LUMBER
T JX H R D
BOT CHORD
EBS
4 SIPF 1 650 F 1.5E
X 4 SPF16OF1,,E
PF- stud/ td
REACTIONS (lb/size) 1=5 1lo- -8 P 3=70010-3-0
Max Harz 1 t:- 4(L 8)
Max Upf ift1=- (L , =-10 1(L 8 )
Max G reg 1=631(L )r 3=881(L )
FORCES (lb) -Maxrmu aiom Pres io Waximu rrl Tension
T JX CHORD 1-2=-790/412-3=-783/56,3-4=0/106
BOT CH0,RD 1-5=-71608, 3-5=-7/608
EBS 2-5=0/222
DOTES
3
TC 0.42
DEFL;
in (10c)
12-7-8-----
Ud
5-6-01--
BC 0.41
Ver-t(LL)
-0,06 1-5
>999
3x8
- 11-1-8
--
L.I ISG ( psi
TOLL 35.0 SPACING -0-
(Roof Snow= . 0) Folates 1!ncrease 1.1
T IDL 8.0 Lumber Increase 1.1
BELL 0_ tr lnc
r YES
B DL 8.0 I Cede IRC2003/TP12002
LUMBER
T JX H R D
BOT CHORD
EBS
4 SIPF 1 650 F 1.5E
X 4 SPF16OF1,,E
PF- stud/ td
REACTIONS (lb/size) 1=5 1lo- -8 P 3=70010-3-0
Max Harz 1 t:- 4(L 8)
Max Upf ift1=- (L , =-10 1(L 8 )
Max G reg 1=631(L )r 3=881(L )
FORCES (lb) -Maxrmu aiom Pres io Waximu rrl Tension
T JX CHORD 1-2=-790/412-3=-783/56,3-4=0/106
BOT CH0,RD 1-5=-71608, 3-5=-7/608
EBS 2-5=0/222
DOTES
3
TC 0.42
DEFL;
in (10c)
ltd f]
Ud
PLATES GRIP
BC 0.41
Ver-t(LL)
-0,06 1-5
>999
240
VeTTL)
-0,()g 1-
>
l
VVB .1
etrix
,
Weight- 1 ]b
BRACING
TOP CHORD Structural' wood sheathing directly appkad or 6-0-0 0c purlins.
BOT CHORD Frigid ceiling directly appiled or 10-0-0 ec bracing.
1) Wind: AS -CE 7-98; 90m ph, 11=25fts TCDL=4.8psf, 8CDL=4.8p:sf, C@tegory
plate grip � L� 1. .
]I, exp closed', FF interior zone- Lura bar L= ,
TOLL. ASCE 7-98,; Pf=35.0 psf (flat r-oof sno-w); Exp -, Full Exp_
n b l r ed no load have been considered for thisdesign.
de �
4) This truss has been deigned for reeter oi: min roof live load of16,10 p f or 2.00 times flat roof load of . p f on overhangs non -concurrent
with other live loads. g int
This truss Inas been designed for a 10.0 p f boftom chord live load nonconcurr nt with
) This tru� requiresinspection spetiot� per the Tooth Count Method when this erg other ll�� Jc��d�,
l`1J true i i1nfor ud[tJC1'1 ce it#�rar-,_
7) Prn.ri� �����,�����+� gvni-
,��ti�� �� ��r��`�� �� ��"�J w���i1 pf�� ���� �� °4�f��ltl�dir`� J l� llf-tt �� a�r�t '] i
Tlll t�'I I dlyd �r1rdr�e'"itf~1 t Ir�frr�frI Residential Q� �.Ipllft �Ir1� .
standard AC'SI[TPl 1, sections I r 1 _�F n F .1 . and referenced
LOAD CASE(S) Standard
Scale = r, ; 20.3
4
iJ.ob . _ _ . ,-'T rug - _ � I Truss Ty
pe
0810702 BIG ROOF TRUSS
SCO COMPONENTS. -IF, Idaho Fails, ID 83403, ERI ,�_ , z�
--0
_,-
3x
irz[8:0-2-10 0-1-8
L
:0- -100,1-
L ING fp f
14
T LL
35.0
SPACING
-0-
Roof no, =3,x.0
Vert(LL)
Plates increase
1,1
TCDL
8-0
Lumber Increase
1-15
BOLL
0.0
Rep Stress Inor
NO
BILL
8.0
Code JR00P100
LUMBER
TOFF CHORD
BOT CHORD
OTHERS
4 SPF 1650F 1-5E
X 4 SPF 1650F 1.51E
4 SPF -S Stud/Std
CSi
TC 0.41
SC 0,18
We 0.08
(Matrix)
4A
T3
12
I
Job Reference o t ansy
7. 000s May 29 2007 MiTe k Ind u tries, Inc
n
s T2
11
Wed Aug 22 13.04:06 2007 Page 1
12-6-0
--0
10
7
X
DEFL
in
(Io)
I'Idefl
d
Vert(LL)
-0.04
n/r
90
Vert(TL)
-0,04
9
n/r
80
Hor (TL)
o-00
8
r a
n1
'`ind(LL)
0.01
9
n/r-
120
rN
TOIL FJ RD
BOT CHORE)
PLATES
I T 0
Weight, 37 lb
0
GRIP
169/123
1-6-0
Scale--
Structural wood sheathing directly applied Gr -()-o 0c purlins.
R Ig 1 d ceifin g 6rectly ap l led of 10-0-0 tic brat ing,
REACTIONS (lb/size) 2:z:289/11-0-0, 8=289/11-0-0, 12=169/11-0-0, 1 =226111-0- , 14=96/1'1 -0-
Max Igor =5(L
Max Uplift =- (L 7), 8 T10 (L 8), 1 =-4 (L 7), 14=-1 L 11 =- �_
Max122(LC 9)
ra =433(L ), 8=433(L ), 1 � 1 L 1), 1 = 4 (L ), 14=1 0(L , 11= 4 L
FORCES (lb) - Maximum Compression/Maximum Tension
TCS P ° H RD 1-2='0.1 05, 22-3-90/25 p a4=-75/44' 4-5=-89163 r 5-6=-8 f 6-7=-75/43f
EB -1 =-143/0, 4 -13 =- 29 05/5 9, 3 -14=-17 2/54, 6 -11 -z-296/58, 7-10=--172154
MOTES
1) Wird. ASCE 7-98; 90niph, h= ft, T DL=4.8p f; 8 l)L 4. Psf, Category [1; E , enclosed;
plate grip DOL -1,33. rI� Interior LrL.=_
Truss designed for wind loads in the plane of the truss only. For studs exposed to wind normal � „
End Detail'' � the f����, � 1��1��`el "Standard able
T LL; ASCE 7-98, Pf= O p f (flat roof snow); Exp ; Ftilly Exp,
4) Unbalanced snow loads have been considered for this design,
This trLjSs has been desig nod for greater of m in roof 1 ive Irk Of 1 , 0 psf or. 0times fl
I th ether lyre loads_ t r f l ead f psf rJ r� s r� i- uric r�
This truss has Lx -.on d signQci for a 10.0 Pz5f bottom chord IIve load noncQnc rrrent with any other Iive loads-
All plates are 1.5x4 MT20 unless othewlse indicated,
8) This truss requires plate inspection per the Tooth Court Method when this truss i's chosen for requires continuousbottom chord b al -In � quality � �r�n inspection.
1 ble studs spaced at 2-0-0 oc,
11) Provide mechanical connecti en (by others) of truss to b�earjng plate capable of withst@nding 93 l i
lb Uplift 2t joint 13, 1 lb uplift at feint 14, 44 Pb lift at joint 11 and i uplift
t JJ t lb uplift snt , 45
1� �`�� tri I� d�J�kf�� in ��rd�n with p 1 � 1 Ib uplift t��wr�t 1�,
h tyle 2003 Int rn tlional Residenti2l Code sections R502-1 1.1 and R802. 10. an
standard A I.TPJ 1,referenced
LOAD E() Standard
Scale = 1;22.7
W,
CM
P '
Job
0810702
Tiu—s
m
STOCK COMP E T -IF, I bo Falls, ID 8:3403, ERIC J.
--
---
Tru s Type
ROOF TRUSS
--
`-1
IM
4x-5 lir'
I� 1 - � F IBU �R 1M ELU8-2 /(I D) I --I - -..�
s
2
Job Referencegn@f
7.00O 29 2007 MiTek Industries, Inc- filed Aug 22 18:04:07
.2007 Page
7-9-12
2-3-12
S ale = 1:17.2
D -�
4s
1—�---3-2-4
3-
--
-2
Plate Offsets y , - -1 �.�-1- , - - - .O_ -
--F12
2-3-12 2-3-12
2-11-4
LOADING (p f)
T L L SPACING . CSI ..
DFL Ie Io ldf1 Lid
PLATES(Roofn o= PlatesIncrease. 1 �_ SI
1 ert(LL -. -8> 240Lumb r Increase 1.N,720TDL . � �. ert(TL) -0,11 7-8 >999 180
1691123 1
Rep Stress In r
ALL �.� � B 0,66� ����� �_
Code IJ0)TP1202 a n/a
M e i g fit. 93 f b
LUMBER
TOFF CHORD 2 X 4 SIJ= 1F 1,E BRACING -
B T H RD 2 X 6 DF No -2 T 1P CHORD Structural wood sheathing directly ap CF d or -4-14 0
SOT CHORE) Rigid ll -In directl lied or 10- -0 o purlins.
''�� � IAF- tr���tri ����t� �� brig.
�8 2 X 4 SPF 1OF 1,5E
Max H orz 1 =31 (L )
M@X U plift`I ;z- 2 (L 7)a = -422(L 8
Max Gray° 1 =4L ), `4(L
FORCES (Ib) - M2 iM UM Compress lonlMaxim urn Tension
TOP CHORD 1-2-`-7122J 45, 2-3=-5185/492. -4=-5 j j4 ' 4-5=-6948/631
BOT CHORD 1- -.-572/6248, 7-8=-57'2/6248, 6-7=-524/60255'5-6=-52416025
WEBS 2-8--149/1807, -7=-2007!207, 3-7=-391/4273, 4-7--174811 4-6=-14411727
0TE
1) 2 -ply truss to be connected together with 1 Od (0. 1 1„ ") nails as foliuvvs;
Top chords connected 2S follows: 2 X 4 - 1 row at 0-9-0 Gc-
Bottom chords connected 2S follows- 2 X 6 - 2 rows at 0=7-0 0c,
Webs connected as follows. 2 X 4 - 1 row at 0-9- ()G.
) All loads are considered equally appiieI to all plies, e�t if noted front
or�r�ti�r� havebeen provided todistri�ut� ��>� �F) or bac(B) f2�r� the LCA E(section- lel to I
I ���� f���d �� or P.,U�l.a Ot�11"{Ie indicated.�
Wind: ASCE 7- , IoM ph, h=2 ft, T DL= .8 p f,
eCDL=4.8p f, 2te� o I[, E �' er�
���; F�a�ter��r ��m � r � �=1 -53 grip 00L=1.S-3,
TOLL_ ASCE 7-98; P'f-- 5_ 0 psf (flat roof snow), Exp ', Fully E. p.
Un ba lanced snGw loads has oe been cons id e red for th Is design,
This truss has been designed for a 10.o Psf bottom chord live load nonco current
'
7) T�11 tri requires fat inspection per the Tootl�Count Method when It�1 �� utter II�� loads-
7)
th�l true r� Chosen for quality assurance Inspection,
Refer to girder(s)) for tJTu s to truss onneo ons _
) Pro�Ade rnechanic2l connection (by others) f truss to bearing OtecaBbl of withstanding hstandin2 lb uplift at j oint 1 and 4. lb uplift at jai nt 5,
10) This tress is designed., In a cord2nCe with the 2003 InternationalResidential Code
stand- rd �. � f�Ti �I 1. � ti�rJ I � _1 1.1 ��� 1 �2_ �.0 �nd .referenced
11) G i rd er C2rri es tie -In an(s) -1-0 frc,m -0-0 to 10-9
LOAD CASE(S) Standard
1) Snow_ Lumber Increase; -1.1 F Plate Increase=1.15
Uniform Loads (p'If)
'pert. 1-3=-86, 3-5=-86, 1-5-=-797(F=-781)
I Fuss
Trus Type
10702 ROOFTRUSS
STOCK NIPONEh1T -IF, Idaho Falls, I1)83403, ERIC J.
1
p
4--
ME
M
1
2 Job Reference q lienal
7.000 s May 29 2007 MiTek In d ustH es, Irl ,
1--4
46 II
R
Wed Aug 22 13'04-107 2007 Page 1
Scale = 1-29.1
10X10 10X10
3X8 �l
10-9-4 16-0-0
- _ -1 5-2-12
Folate Offsets` ::0-4-1 00- - x:0-2-4, - -0 -0-3-8,0-5-01
LOADING {psf}
TCLL 35.0
(Roof Snow7--35.c})
TCDL 8.0
BCLL 0.0
BCD S.{7
SPACING --o
Plates Increase 1,15
Lumber Increase 1.15
Rep Stress [n r NO
Code I R00�T P 1 2002
LUMBER
TOFF CHORD 2 X 4 SPF 1F 1 _E
BOT CHORD 2 X 6 DF 1800 ' I.6E
VV EBS 2 X 4 SPF 1650 F 1,5E *Excepe
W1 2 X4 SPF -S Stud,'Std, W3 2 X 4 SPF -S StudlStd
REACTIONS Ob/size) =3051 O-5- , 7-536210-5-8
Hort 2=145(L 7)
Max Uprrft =R L 7), 7T -480(L 7
h1ax G ray 2 —4320 (L C 2), 7= 5944(L
CSI
TC 0.62
BC 0.7
E 0,76
(Matrix)
DEFL.
i n
(Io )
Vert(LL)
-0,13
-
Vert(TL)
-0.20
-
Hor(TL)
0,04
7
BRACING
T P HJD
BOTCHORD
FORCES (1b) - Maximum Compression/Maximum Tension
i P HO RD 1- =0/117, - =- 8131 /585, 0-4=-7641/549, 4- =-4907/410 o 5-6- -49 41 X421, 6 -7=-40301381
BOT CHORD 2-9--585/710518-9=-:503/6729,1 7-=-071309
WEBS 3-9;---431/95, 4-9=-200/4286, 4-8--4234/290, 5-8--319/4193, 6-8--363/4786
I/d fl L/d
>999 240
>941 180
TPATES GRIP -
MT20 16919 23
r� nia
Vti;' i g h t. 1lb
Structural, wood sh ath ng directly applied or 5-1-8 oc purlins, except end
Verticals,
Rigid iiia g directly applied Or 10-0-0 oc bracing-
NOTES
racin -
MOTES
1) -ply truss t0 be connected together with 1 Od (0, 11"XY) nark as follows:
Top chords connected as follows: 2 X 4 - 1 row at ,0-0 C)C;.
BOttOrr chards Connected as follows, 2 X 6 - 2 roesat 0-7-0 oc.
Webs connected as follows; 2 X 4 - 1 roar at 0-9-0 0 , Except member 4-9 2 X 4 - 1 row t 0-2-0 oc,
All loads are considered egual'ly applied to- all plies, except if Feted as front (F) or bac (B) face in the LOAD CASE tiPl
connections h2 been provided to distribute only � �r ��� unless Othis indicated,
loads noted as F e CASE(S) section- l to ply
.
'moi rid: .SCE 7- 0 m h-
. , TDL=4. psf, DL =4, ;psf; ate I f � ; enu1+�qe�1; MW FIS i r�tg�Ti-
�r zor��
LC
Lum ber DCI-- 1,33
plate grip L-1.33I� h= ft , -
4) TCLL ASCE 7-98,r Pt=35.0 psf (flat roof snow); Exp ; Fully Exp.
5) 1. nbal2n ed snow loads have been considered for t1 is design.
This truss his been designed for greater of mars roof live load of 16.0 psf or _D0 tirrnes flat roof load of 35;0 psf on Overhangs non -concurrent
with other live loads_
7) This truss has been designed for a 10..0 psf bottom chord live loud non on urrent with any other live loads,
This tr-a.ass requires plate inspection per the Tooth Count Method when this truss is chosen, for quality assurance inspection.
9).Provide rnechanical connection by others) of truss to bearing plate capable of withstanding 352 Ib uplift at joint 2 and 480 Its uplift at Joint 7,
1 This truss is designed in accordance with the 2003 international Residential Code sections R502.1 1.1 and R8052,10-2 and referenced
p �
standard ANSI/TPI 1.
1+1 irder carries tie-i.n span(s) 4-1 -0 from 8- 1 -8 to 16-0-0
1 ) Hainge"(s) or ether connection device(s) sh2lJ be provided sufficient to support concentrated load(s) 3940 lb down and 259 Ike up at -1-
0n bottom chord. The design/selection of such connection de�a (s) is the responsibility of others_
LOAD CASE(S) Standard
1) Snow., Lumber Increase=1 1 5, Plate Incroasez 1.15
Continued on page
Job Truss Truss Te
Q810702 ROOF TRUSS
2
Job ReferencT I ��TR��, Idaho F�II�, I� �4��, Ff J. eiP�r
0 s May 29 2007 MiTek I nd ui e, Inc. ed Aug 22 13:04:07 007 Pa
ge 2
LOAD CASE(S) Standard
Uniform Leads pIf)
on entr2ted Lod (Pb)
Vert. 9=-2703(F)
11
JQD ' Truss
81 0702
CIG
3'
STOCK P El T -IF, Jd ho Fafl , ICS 83403, TRIC J_
Truss Type
i 1F TRLJSS
10-9-4
oty Ply R EX B'U I ROMRELU. I(ID�H
I
0 �gh Referenceb tional)
7.000 s May 29 2007 MiTek industries, Inc. Wim' Aug 22 13'04-108 2007 Page I
4X4 -
7
15-0-0 i 17
``
5-2-12 1-6-
COle = 1.30,7
TCLL 35.0
(Roof Snow= _o)
TDL .0
BOLL 0.0
BCDL 8,0
LUMBER
TOS' CIFIORD
ESOT CHORD
ERS
OTHERS
SPACING -o-o
Plates Increase 1.1
Lufn ber Increase 1. 15
Reptre_s,s Incr NO
Code IR 0o ,7PI 00.
X 4 SFJ= 1 J= 1,5F
X 4 SPP 1650E 1.5E
4 IAF- Stud/Std
4 SPE- Stud!Std
16-0-0
16-1-1
BRACING
TOP H R
BOTCHORD
REACTIONS (1b/ize) 12:-,255/1 -0-0r i{1-0- 15=214/16-0-0, 1=06/1-0T0 17=2G4/16-0-0,
Maxrav1 =3 4(L )tl 2=451(L )a 1 = 14(L 1). 1 = 10(L , 17= 7(L , 18= L 1 = _
FORCES (lb) - Maximum C0rr1PFeSS10n/MaXjrnurn Tension
TOP CHORD 1-2=011 0 , 2-3=-93/75, 3-4=-62157, 62157, 4- --57 r , - �-,58/86, 6-7=-63/104, 7-8=-40/99 9 _ = - -- —
BOT CHORD 2-19=-31/1Z 18-19=-31112P 17-1 �- 1/12o 16-17=-31/121 15-16=-31/12t
WEB 7-15=-1 82JO, 6-16=-278/51, 5-17=-266/54, 4-18=-256/55,3-119;w-301/52,
9-13=-7611'39
PLATES GRIP
MT20 169/123
'eight: 68 lb
Structural wood sheathIng directly applied or -0-0 oc purlins, except end
verticals.
Rigid ceiling directly applied or -0-0 oc bracing.
HOLE
1) Wind: ASCE 7-98- 90mph, h= ftp T C L-4_ psf.. E DL=4. p f; Category 11; Exp - endo ed- 'A FF
plate grip DOL=1.33, rnriore' der [L=1
.33
Trus
designed for wird loads in the plane of the truss only. For turfs exposed to i n
Enol Detail
(normal to the iT L "Standard fable
TOLL_ ASCE 7-98- Jif=35.0 p f (flat roof snow)- Exp Q Fu[[y Exp.
4) Unbalanced snow loads have been considered for this d iign_
15). ThIz truss has been d(--i9ne0 for greater of min roof live load Of 16.0 psf or .o0 tires flat roof load
Frith other live loads �� .� psi' on overhangs nen-con urgent
This tars has been design -ed for a 10.0 psf bottom chc)rd live Joad nonconcurTrent with any other live
7) All Plate are 1.5x4 .f' T 0 unlessotherwise indio ted. J��� ..
8) This truss requires plate ins p ction per the Tooth Count Method when
this truss is chosen for quality assurance inspection.
9) Gable requires continuous bottom chord bearing,
1 ) Gable sleds spaced at 2-0-0 o.
1 1 ) Provide r71hanl21 connection (by other) Of truss to beain��t
lb uplift �t joint 1 rb �pli� �t �oirrt 1 � Ib �' plate Crap�lble o1: withstanding 'i' �f lb uplift at joint 12, 1 1b uplift at joint
J pf ft t� � t I Uplift tjoint 1 , 0 lb uplift at joint 14 and 80 i U lift at 'tloint 1l
1 ) Thi �r�u p ���il�e� in��r��� nth; �� 0Ir�terr�2taonal Residential Code � a
standard ANSI/TPI1 _ sections _"11.1 n r .� r r fet� r� e
LOAD CASE(S) Standard
1 =1 (L
DEFT.
in
(I0)
I/defl
L/d
TC O�49
Vert(LL)
-0.0f"
1 -11
rr :r
90
BC 0.17Vert(TL)
-0-0710-11
n/r
8
B 0.17
Har (TL)
-0.00
1
a
n/2
(Matrix)
rind(LL)
0,0
10-11
n/r
120
BRACING
TOP H R
BOTCHORD
REACTIONS (1b/ize) 12:-,255/1 -0-0r i{1-0- 15=214/16-0-0, 1=06/1-0T0 17=2G4/16-0-0,
Maxrav1 =3 4(L )tl 2=451(L )a 1 = 14(L 1). 1 = 10(L , 17= 7(L , 18= L 1 = _
FORCES (lb) - Maximum C0rr1PFeSS10n/MaXjrnurn Tension
TOP CHORD 1-2=011 0 , 2-3=-93/75, 3-4=-62157, 62157, 4- --57 r , - �-,58/86, 6-7=-63/104, 7-8=-40/99 9 _ = - -- —
BOT CHORD 2-19=-31/1Z 18-19=-31112P 17-1 �- 1/12o 16-17=-31/121 15-16=-31/12t
WEB 7-15=-1 82JO, 6-16=-278/51, 5-17=-266/54, 4-18=-256/55,3-119;w-301/52,
9-13=-7611'39
PLATES GRIP
MT20 169/123
'eight: 68 lb
Structural wood sheathIng directly applied or -0-0 oc purlins, except end
verticals.
Rigid ceiling directly applied or -0-0 oc bracing.
HOLE
1) Wind: ASCE 7-98- 90mph, h= ftp T C L-4_ psf.. E DL=4. p f; Category 11; Exp - endo ed- 'A FF
plate grip DOL=1.33, rnriore' der [L=1
.33
Trus
designed for wird loads in the plane of the truss only. For turfs exposed to i n
Enol Detail
(normal to the iT L "Standard fable
TOLL_ ASCE 7-98- Jif=35.0 p f (flat roof snow)- Exp Q Fu[[y Exp.
4) Unbalanced snow loads have been considered for this d iign_
15). ThIz truss has been d(--i9ne0 for greater of min roof live load Of 16.0 psf or .o0 tires flat roof load
Frith other live loads �� .� psi' on overhangs nen-con urgent
This tars has been design -ed for a 10.0 psf bottom chc)rd live Joad nonconcurTrent with any other live
7) All Plate are 1.5x4 .f' T 0 unlessotherwise indio ted. J��� ..
8) This truss requires plate ins p ction per the Tooth Count Method when
this truss is chosen for quality assurance inspection.
9) Gable requires continuous bottom chord bearing,
1 ) Gable sleds spaced at 2-0-0 o.
1 1 ) Provide r71hanl21 connection (by other) Of truss to beain��t
lb uplift �t joint 1 rb �pli� �t �oirrt 1 � Ib �' plate Crap�lble o1: withstanding 'i' �f lb uplift at joint 12, 1 1b uplift at joint
J pf ft t� � t I Uplift tjoint 1 , 0 lb uplift at joint 14 and 80 i U lift at 'tloint 1l
1 ) Thi �r�u p ���il�e� in��r��� nth; �� 0Ir�terr�2taonal Residential Code � a
standard ANSI/TPI1 _ sections _"11.1 n r .� r r fet� r� e
LOAD CASE(S) Standard
1 =1 (L
Job
8 1 0702
U.ZDZ)
R1
1 UUN UUMHUNEN 1 -IF, Jdaho F211s, ID &3403, E J J-
I
-1 -7
9
2
Plate Offsets EX,Y): [2:0-3-1.0-1-8
L'f (pf
T? L 35,0
(J oafnow=35, )
TL 8.0
ELL 0,0
BCD L 8,0
LUMBER
T P HORD
ESOT H iD
E:S
E
3
1---1Ed e
SPACING 1--0
Plates Increase 1.15
Lumber Increase 1,1
Rep Stress Iver NO
Code IRC2001TP12002
4 SPF 165OF 1,5E
X 4 SPF 1650F 1.5E
4 SPF -3 Stied/Std *Except*
VV3 2 X 4 SPF 165OF 1.5E
I'FrussT
Ply E BX BU /"I I' ELS - } I ]
ROOF TRUSS
,fob Reference o ti��I�f
7.000 S May 2007 MiTek Industries, Inc. Wed Aug 22 13:04:08 2007Pe e I
REACTIONS (Ib/size) 7=1070/Me hanical, 2=636/0-7-12
Mex H orz 2=1 94(L '
MaxUplifts =--171(L 5), =- (L
Max Gravl=1 1(L ), =8(L )
4s4 ,1 1_.
3
1
;5X
1
a
1.5x4
11-3-0
5-4-
1-
i�aIe = 1:21.7
3X6 II
5
5-10-1
54-15
CSI
TC 0.71
BC 0.51
WB -4
i(Matrix)
FORCES (lb) - M@ imurn Compress ionlMaxim um Tension
TOP H PLS 1-9= 014 7, 2 -9=0/53, 2-3= -1410/1 , -4=- 291/6 2 o 4- 0/ -7= -
59 2 6 5
T CHORD2-8=-167/126,5,7-8=-167/1265,6-7=0/0 r 1
VV E B S. 3-8=0/1 85, -7=-1 235/160
DEFL
Vert(LL)
Vert{TQ
Norz(TL)
in (l0e)
I/defl
Lid
-0.05 8
>999
240
-0.08 7 -
9
180 .1
0.02 7
n
n1 I
PLATES RIP
MT20 169/123
'weight; 40 lb
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-5-4 oe purllris,
vrt« 1,
BOTCHORD Frigid ceiling directly applied or 10-0-o oc bracing.
VV ESS 1 Raw at mid pt 3-7
OTE
1) Wind: ASCE 7-98; 90mphr h= ft; T' DL=4.8 f; 8 0L.= -, 8p f, Category 11; E , enclosed
plate grip D L=1. , Fl interior e; Lumber "f
L=.
TOLL ASCE 7-,98 P'f=35.0 p5f (flat roof ono,)a Exp C,. Full:'' E
nbalar�eedno� loadsp,
have been considered for this design.
with other Eve loads.
4) This truss has been designed for gre@teT of min roof l!"ve load of 16.0 p t��� fi��t roof load e1` 35. 0, p f ono�ferl�annon-concurrent
This truss has been designed for a 10.0 p f bottom chord live load noncenCUrrent with any other live Io
6) This truss requires plate in,-�+-_ution per Me Toottl Court Method when this truss is chosen foruaJit �
7 Defer to girder(s) for tars to truss connections. � uranee ine tron.
Provide mechanical connection (by nth of truss to bearingInt �� ��J
� ,p e of withstanding 171 Ib uplift at joint 7 and 62 Ib uplift at joint 2.
This truss is designed in accordance with the 2003 Internet«nal Residentlal Code section
standard ACJ I, TPI I-
10)
_ 1 .11,1 r d .1and referenced
1 Q) In the LOAD CASE(S) section, loads applied to the face of the true are noted as front F
LOAD E() Standard
1) Snow- Lumber arere . e=11 5, Plate Increase- 1.1
Uniform Leads (pIf)
Fort: 1-9=-43
Trapezoidal Loads (pif
Vert: 9=0(F=22, 5=) -to -4=-7(F=-7, _-7), 4=-237(F=-97, B=R _ -
7 6
8
except end
Job ; TrussTruss Type I REXBLJRCm,0810702 o ..�
I ROOF TRUSS21�
STOCK f r Falls,i I Jots J Reference (�pti ot)ailt
I� �}f ERIC �. 7.000 s May 29 2007 RJiTek rndu� trt
es, Inc. %Ned Aug 22 13:04-10 X007 Fag I
--
AW40 11 !1!
2-8-10 1-1-1
B 10 h T18H 1,
F0
1--o
1--0
Scale= 1.31
12-6-0 1 -0-
Plate Offsets,. 1 ;Ed p,0-1-` ?j
[7:0 ,' - T1 , 1 aE"� : - - o-5-41, [12:0-3-8 - - - e _
_rte , � .� ,
LOADING
pfSPACING �..
-'�-� � � TEFL i� I� l�' a
TOLL 35.0 dein Lid PLATES SRIF'
Plates Increase _(Roof now=35.0 TC 0,8
Lumber- Increase 1.1 rt LL -0,26 - MT
20 169/123T�L _0 . rt TL
-0_ 9-10 >529 180 NIT 18 H 169/123
B LL 0.0 Rep Stress Incr NO WB 0.96 Ha : TL 0.07 n/a
B DL 8.0. -Code J F 00 YrTP [200 Matrix)
1 -UMBER- -
TOP LII 4 SPF 1If
SOF �'1. F TP HORD Structural god sheathing directly -
purlins, endE T H RD DF 0OF ,OF
'�''�'E1�F-tib Stud/Std *Except* verticals.
BOTCHORD Riid ciii�ng directly applied or 1-0-0 oc brain.
VV4 2 X 4 SPF 1650F 1.5E, W6 2 X 4 SPF 1 5OF 1.5E WEBS 1 ROW 2t midpt
V 4 PF 1650 F I. E, 1 4 SEF 1650F +1. F -1
4 SPF 1650F 1. 1H
REACTIONS (lb/size) 14=91099/0-5-8, 7=5765/0-5-3
Hort, 14=-1 L
Max plift 14=-8 5 (L 8), 7=-5 ( L
Mex Grey 14=1 8 (L , 7=7805(L )
FORCE. (lb) - Mai um COM press ion/Mximum Tension
T F' H RD 1-2--7388/573p 2-3-,4-9604/744F 3-4=-1 150718 4, 4-5--7-11797/875,,5-6!:---15108/1062,=y
1553111037P 7-8=01117,
4=-9662/736
BOT CHORE) 13-14=0/240, 1 -1 =- / o 11-12=-553/8652, 10-11=-851 =-851/13437i -1=-846/1366 -
3668
�,°EB2-13=-41 �'�`-`�=-0/40',�, -1=-1 ,��43-11 -z-627� = X11
-67151471, 5-1 0=-437/7000
6-10=270/1 70, 6_9=_1 8/1 8, 1_13=_660/8769
NOTES
1) -ply truss to be connected together with 1 Od (0-1 1 11X3]4) n2 is as follows:
Top chords connected as follows. X 4 - 1 row at 0-9-0 cc.
Bottom chords connected 2-S f0JIO , 2 X 6 - 2 rowS 2t 0-7-0 oc.
VV eU5 cOnnected as f0i1O s. 2 X 4 - 1 row -at 0-9-0 o , Except m ber 11- , 4 - 1 rO 2t 0- -0 0 member 4-1
me�rnb r -� 0 X 4 - rows at - -0 o � 1 � - I r� at o -5-C) O
All leads ere considered equally applied to all plies, except if noted a front (F or bac S face in the L
connections (� been Provided tdi stri bute c�r�f loads ��t��J � � C� CASE(S) section- �J to l
' � �� car ���F unless ethervvrse Indicated.
) Wind, ASCE 7-98; 0mph; h= ft; T DL=4-8pef; B DL=4.8psf, Category Il; F p C; enclosed- MWFR interior zone; �
plate grip LC L=1, 8. umber DOL=1.33
4) T L.L: ASCE 7-983 Pf=35,.0 psf (fiat roof row)', Exp- Fu]Jy Exp,
5) Unbalanced snow loads have been considered for this design.
This truss has been designed for greeter of min roof live load of 1 �0 p f or 2.00 times flat roof load of
with other lige Jo ds. pOverhangsre n- n r nt
This truss. has been designed for a 10.0 p f bottom chord live load nonconcurrent with a ny other live loads -
8) All Plates are MT20 plates unless otherwise indicated,
TIT truss requires Plate to InspectIon per the Tooth Count Method when this truss -is chosen fQrunlit
10) Provide mechanical connection (h others.) �f tris t� rind lit � �bJe �f Wirth t - � ' assurance inspection.
pnin lb uplift Jit 1 and lb Uplift et mint
7.1 1) This truss js designed in accordance with the 2003 International Residential Code sectiones R502-11.1 2nd I 0. _ �]
standard VT PI 1,
. n referenced
1 ) Girder carries tie-in span(s): 4-0-0 from 0-0-0 to -10-
Continued on page
Job
081070,2
STOCK
NOTES
I ul%;;a
DI
Truss Type
ROOFTRUSS
COMPONENTS -IF, Idaho Fa[Is, ID 83403, ERIC J
ME
I
Ply I RE EU R G/ROM E.L1__ B-- I(ID)H
2 Job
0 s May 29 2007 MiTek Industries, Inc. Wed Aug 22 13:04.10 20D7 Page
1 ) Hanw(s) or other connection device(s) shall be pro)Aidd Sufficient to support concentrate -d I��d
41�-� �� k��#t�� I��r�, Thi �s��r��'s1��i�r� �� ��h �r��� (s) ]b down 2nd Ib up at -1 -fit and 70 I down and 4Ib uatof others.
LOAD CASE(S) Standard
1) now- Lumber Increase 1.1 , Plate Increase= 1-1
Uniform toads WO
Vert. 1-3%-86 , 3-8=-86, 1 1-14�-820(F -804), 7-11=-1
o ncentr2ted Loads (1b)
Vert: 11=-2762(F) 10=-4839(F)
Job
0810702
Truss
DIG
STOCK, COMPONENTS -IF, Idaho Fa -IIs, ID 8303, ERIC J.
I
-1--
-- 1
Truss Type
ROOF TRUSS
4x4 w
W.
t
Ply REXBU G/RO M RELC.I' /(ll-.) H
.Job Reference (optional)
7,000 s May 29 2007 l iTe k Industries Inc. %, 007 Page 1
_ l
iI KIM
1-5-0
Scale,, 3 8"_ 1'
atef1'se L1Q- --0,0_1 -
LOADING (psfl
TLL 35.0
SPACING --
(Roof n = .0) Plates Increase 1.1
TCDL 8.0 Lumber In -crease 1.15
E LL 0.0 I Rep Stress Iter NO
BCD L 8-0 Code 10,rTP10
LUMBER
TOP CHORD
BOT CHORD
LBS
OTHERS
PF 165OF 1.5E
X 4 SPF 165OF 1.5E
X 4SPF- Stu d/Std
SPF -S Stud/Std
17-0-0
1
- -
1 --0
1
DEFT,
in
(Ioc)
I/deli
L/d
TC 0.52
0 Vert(LL)
-0.05
11
n/r
90
BC 0.17Vert(TL)
-0.05
11
n/r
80
2 0,19
Horz(TL)
0.00
10
n1a
n/a
(Matrix) IWind(LL)
0.01
11
n/r
120
PLATS
MT20
liht: 72 I
RIP
169/123
BRACING
TOFF CHORD Structural wood sheathing directly applied or 6-o--0 qac purlins, t end
v rfhcal .
BOTCHORD f i id cej I i ng directly appii d or -0-0 oc b.ra in ,
REACTIONS (Ib/size) 19=263/17-0-0-o 10=306/17 -0 -OF 16=214/17-0-01 17= 1 /1 -0- 18=-131/17-0-
1 = 17- � , 1 � r � , 1:3= 180/17- -0, 12=277/17-0-0
Maxplrftl =-108(L 7), 10=;- 1 L ),17=-31 L 7)r 1 =-4 (L 1 =- -_ _ =
) )r 1 6=214 (LC 1), 17- 3 26 (L , 18 = 18 7(L C 2) b 1 5=309(L , 14= 3 0 L 1
FORCES (1b) -M . im UM om prey ion/Ma imu m Tension
TOP CHORD 2-19=-401/123, 1-2,0111 19, - -z-57/57, -4=-26/9 4-5=-40/106t
-1 D=-106/921 10- 11 =0/ 05 1
P T CHORD 18-1 9=-331135t 17-18=-33/135, 16-17=-33/135o 1 -1 15=-33/1135, 14-15=-33/1351 13-14=-33/135, '
110-12 -33'1
WEBS -1 =-18110, 4-17=-298/53, -1 =-1x-0/99, 6-15=-277/50, 7-14=-270/5 8-13=-236151, 9-12=-357/62
NOTES
1) 'Find. ASCE 7_98; 0r ph ; h= 5ftk T DL= .8Psf, E CRL= . pf, Category l ; Exp ; enclosed; I F
RS plate grip DOL -1.33. interior zone; LurnbrL=1.
Truss designed for wind loads in the plane of the truss Daly_ For studs exposed to wind normal to the f �,
End Detail" e I IiT I Standard G2bIe
TOLL. ASCE 7-98; Pf 35.0 p f (flet roof now); E p�LJII Epp:
�, r ,r� �d no loads have, been considered for this design.
This truss has been designed for greater of mire roof live load Of 16.0 psf or.00 time flat roof load of 35.0
with. other live loads-
6)
psf onaerh� r�gs nen-concurr rpt
This tress h2s been designed for a 10,0 psf bottom chord lave load nonconcurr nt with 2n other live
All Plates are 1.5x4 MT 0 unless oth r I indicated. loads.
,
81) This truss requires plate inspection per the Tooth Count Method when this truss
Gable requires continuous bottom chord bearin I chosen for quality 2s ur2r��e Ir�spectior�.
10) Gable Studs spaced at —1-0 o-
11 Provide rn echanlcal connection (by others) of truss to bead ng plate able of with standing 10 l uplif� at joint 1 , 1 1 �ap�litt at lcint 10
1 Ib UpWift at joint 175 , 43 Ib uplift t joint 18, 3 Ib uplift at joint �1 , ? 1 uplift at joint 14 0 lb a lift
^ J � � at joint 13 end 24 Ib upIlft at Joint 12.
1 ) This truss is designed In aicord@nce with the 2003 International Residential Code Sections R502.1 1 -1
standard 11TEl 1._ 1 end referenced
LOADP_() Stand-rci
1-3r7L )
Job - T_
Truss Type
aty Ply RSG F lVlRELU/(JDH0810702 -.
JEI i ROOF TRUSS I�
_2 Reference ti Lnal'�
STOCKCOMPONENTS-IF, Id ho FaIIs, ID 83403, ERIC J.
7.000 s May 29 2007 1A Tek Ind u s tri es, I nc _ W ed.Aug 22 13' 04:11 2007 Page 1
10-3-0
--1
5-3-4 4-11-12 4-11-1
U5 =
3x4
U4 _
.5x4 111
1
2
3
d
21-3-5
-5-1
s
-7-1
- -
6-2-5
-0,1214-15
6-2-5,
ax _ = 3x4 3x6 = 3A _
iiiiiiiiiiiiin'l=
-4-1
Scale T 1;67.0
46
20 19 1s
4 11 4M 4x4
5-3-4 10-3-0
5-3-4
- -
--4 11 1
1
4-1-1-12
17
4Y8 _
1
4x
LUADINU (Psf)
TCLL 35.0
ire
SPACING
2-0-0
Ud
(Roof nog=.0)
-0,1214-15
PIt�s Ir,r��s�
� . �
TC 0.85
T [DL
8'a
>999
Lumber Increase
1.15
BC 0,61
BOLL
0.0
n/a
Rep Stress Incr
NO
W13 0,36
a D L
8.0
Code IR 00 TP1200
(Matrix)
LUMBER
TOP CHORD 2 X 4 FSI= 1 5OF 1.. E
BOT CHORD 2X 6 .DF NO—
WEBS X 4 P F- turd/Std *Except*
4 SPF 165OF 165O1,5E
REACTIONS (Ib/size) 20=1290/Mechanical,- 11=2703/Mechani alt 17=5880/0-,5-8
1
4x6 =
14
4A _
.. 1 27-5-10 1 -7-1
1 '
DEPL
ire
(IO)
I/deft
Ud
Vert(LL)
-0,1214-15
>999
40
Vert(TL)
-0.21
14-15
>999
180
f orz(TL)
0.03
11
tVa
n/a
13 RAC II
T P , l V
BOT CHORD
WEBS
J
13 12 11
48 _ 4X8 3x4- I1
PLATES
MT20
V.Jeight'413 lb
FLIP
159/123
Structural wood she2thing d i redly applied Or 6-0-0 oc purlins. except end
verticals,
I ag i d ceiling directly applied or 10-0-0 oc bracing,
1 Row at midpt -1
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-20--919/107, 1-2--9791895 2-3--159/7, 3-4=-200/1946, 4-5=-200/1946, 6-7=-1979/1807
1{9{ 3
805/359,
- 9 --38 0,5135 , 9 - I 0= -3 2 08/ 04p 10-11=-22471241
BOT CHORD 19-20=-9/62. 1 -1 =-89/979, 17-18=-7/159, 16-17=-1 0/197 t 15416=-18011979, 14-1=-3591380 13-14=-304/32081
12-13=-304/3208; d11-1 =-14/10 :
E 1-1 =-10 1/1160, -1 -0/198, -18=-"1049/105, 3-18=-76/1292 3-17=-26921264
6-15--131/2064, 7-15=-2169/212, 7-14-0/638, 9-14--66/7099 9-12=-92-9/162, 10-12=-344/3688
DOTES
1) 2-p[truss to be connected together with 1 Od (0.131 rp "') nails as follows:
Top Ghards connected as follows: 2 X 4 - 1 row at o-9-0 0C.
Bottom chords connected as follows: 2 X ,6 - 2 rows at 0-9-() 0G.
Webs connected as f l Ows, 2 X 4 - 1 row at 0-9-0 Co.
All load are considered equa1I applied to aII plies, except if noted as front
�F� or back �B� fnce in
the L
A0 E(S) seotior. plyto ply
connections have been Provided to distribute onlyloadsnoted F or �8)p unless otherwise Indicated,ird: E 7-; 90mph, h=�4 T� =4. p f, B DL -4. p f, t or .
11 Exp , enclosed', ed' f� WF interior zone; Lumber DCL=1.33
plate grip DOLS1.
4) T .L. ASCE 7-98, Pf=35.0 Psf (fat roof snow)-, Exp C, Fuily Exp., L= -0-0
Proivide adequate drain2ge to preve=nt water
ponding-
This truss ���f�1g
nod for a 10 - 0 f bottom chord live load r1orI0onLIrrent with any other live loads.
This truss r qurres plate inspection per the Tooth Court Method when this truss is chosen for quality assurance �n "
5) Refer to girder(s) for truss to truss connections,� p��tr�r�.
Prop hde mechanical connection (by others) of truss to earinglate capable of with t 5
� � �ndir� 1.� Ih uplift �t ��rrt �, � Ih uplift �t girt � 1
and 570 ib uplift at joint 17.
10) This truss is designed in accordance with the 2003 International Reside=ntial Code sections0 .11.1 and
ste=ward f I/TPI 1. . �I end referenced
11) Girder carries tie-in span(s): B- -0 frorr 0-0-0 to 40-0-0
LOAD CASE(S) StandMrd
1 Snow- Lumber Increase= 1,1 , Plate Increase= 1,1
Continued on page
Job Truss
10702 E 1
STOCK OMP E JT -IF, Idaho Falls, ID 8 03. EFT J.
LOAD SE() Standard
Un�fcrm Loads (plf)
Vert; - _- , 11-20=-163(F=-147)
Truss T�gpe Qty
ROOF TRUSS
ply
2 Job Deference (o trona)
7.000 29 2007 MiTek Industries, Inc. Wed tig 22 13,,04-.112007 ., P
Job
AZANNZ
F
10810702 E1
E
TI 1I F1 -JF _
Idaho Falls. 83403,
J-
10-10-3
Vass Type
ROOF TRUSS
9
Q t
1
M,
1M
6X6 --
4J
Ply E BUR ELL/ -. ' f f I DFS H
I
Job Reference fon
000 S May 29 2007 Wek In d u tri es, In—c.Mfg 2-2'-,f . 04,12 20 07 Pag e 1
34-0-0-4
`"- --
Scale= 1:55,5
3A = 3A =
8-3-4 -- 1 --0
Plate Offsets , I.0- - Ed , 8, - - —
LOADING pf)
T LL. 35.0
1-735.0
,Roof now-
TDL _
BOLL 0,0
BDL 8,0
SPACING _0-0
Plates Increase 1,1
Lumber Increase 1.1
Rep Stress Ince YES
Code I F00,7 1`12002
LUMBER
TOP CHORD 2 X 4 SPF 1 5 F 1-5E
BOT CHORD 2 X 4 SPF 1650F I - 5E
WEBS 2 X 4 SPF 165OF 1- E *Except*
V 1 2 X 4 SPF -S StudlStd, W 2 2 X 4 SPF -S Stud/Std
W2 2 X 4 SPF -S Stud,{Std, VV 1 2 X 4 S PF -S StudlStd
REACTIONS (1bi i. e) 1=1706 0-5-81 8=1869{0-5-8
MaxHorz 1 -11 (L )
Max U pliftl =-104(L 7), 8=-171 (L
MaxGray s1= 0 L ), =2305(L )
4x4 _ M
3X4 --
7-8-1
---34-0-0
L
4_0 -
T EFL Ir) (10I/deft L�`d PLATES
Vert(LL) -0.. 1-14 >9 240 MT20
'ert(TL) -0-40 10-12 >999 180
BRACING
TOR H R
T CHORD
WF -Ps
Weight; 7451b
JX IV
RIFE
169/123
Structural wood sheathing directly applied or 2-9-6 oc purlins,
Frigid ceiling directly applied or 10-0-0 or, bracing.
I Row at m dpt -1
FORCES (lb) - Ma irn Urn Corn press ion/ a i urn Tension
TOY H D 1 - 38031208, -3=-31-98/1 V p - i 1 4 3/1 621 4- '-1 808 1 70, 5-6 -2149/ 1 1}8 --. 6- - +
BOTCH�� �i T1 4--208/, 1 -1 4--�11/1, 1-1-/180°� 1 -=_ /� 4��1 �, ���--�4����p �-��L�� 1 ��'
VV E B S 2-14=-618/12913-14=-181672, -1 =a10 14t 4-13=-44/722,5-13=-525/553,5-12=-58/8331- = =-
7-10=-58.x/1 `1
NOTES
1) mind_ ASCE 7-98, 90mph, h= 5ftp T C L=4, psf, B DL=4. psf; Category 11; Exp C; enclosed, l FJ intar or zone;
plate rip [SOL=1.33_ �, Lumber � L�1.
TOLL: ASCE 7-98; Pf=35.0 p, f (flat roof now); Exp Q Fully Exp.
Unbalanced snow loads have been considered for this design
4) This truss has been des-Igned for greater of miry roof live fond of 16-0 p f or 2.00 tim(i�s flat roof lead of5-0 P!f Qn overhangs
� r����-��r�+��r��r�t
W[th Dther IiV 100US_
Provi de adequate drainage to prevent water p( ndi ng.
This true has been designed for a 1 , 0 p f bottom chord live load nan on urrent with any other live loads.
7) This truss requires plate inspection per the Tooth CAunt Method when this truss is Chosen f rUallt
) Provide mechanical connection (bothers). of tris to be,ar;r--1 '� �r�ll�t inspection.g date capable of withstanding 104 Ib uplift at joint I and 171 lb uplift at of rpt ,
This trussis designed in accordance r ith the 2003 Intemational residential Cede sections. R502.1 1.1 and 0�
standard NS[rTPI 1,
.l �. and referenced
LOAD CASE(S) Stand @ rd
I
i
Job Tr�r
0810702 Ll Eli
ri
� PON E T -JF, Idaho ells, JD 83403 b ER IC J.
--
7--
Truss Type
ROOF TRUSS
14-0-0
MM
5X8 =
3
6-0-0
Bxl0 MT18H =
4
Job Reference (optional
7,000 s Wy
29 2007'MiTek Industries, Inc.
--1
',fed Aug 22 13.-04,15 2007 Pees 1
--4
s-0
Scale := 1:58..6
1-5X4 I' 44 = 3x8
7-3-4 14-0-0 20-0-0 _ 26-8-12 34-0-0.��
7-3-4 6-8-12 6-0-0
Plate -t het ' {5 J (1:0-8-0.0-1-41 r3:0-4_.0,0_1 12 -J s1 T'%` �- [..-�L -L, Ldq el
LIN '"-
-rLL ,,� SPACING -0-0 I TEFL in I� P���11 Lid
Plates Increase �1.1 T � � PENES RIP
(Roof Snow=35.0) L 1.0o .'serf LL) -0, 1-1 240 1T 0 169/123
TCDL 8.0 Rep ���. Ir�r E ��1T�f H 169/1123
A LL 0.0 + B 0.80 H rz(TL) 0,16 6 rV n/2
Code IRC2003,7PI2002
I e i c ht: 132 lb
LUM13E
TOP CHORD 2 X 4 SPF 165OF 11,5E *Except*
T1 2 X 4 SPF 210OF 1- E
B T CHORD 2 X 4 SPF 165OF 1.5E
EBS 2 X 4 SPF -S SPF-SStud/Std *Except*
W2 2 X 4 SPF 1 B50F 1.5E, W4 2 X 4 SPE
W2 2 X4 SPF1 OF I_5E
V ECG E
Left: 2 X 6 DF No.
1650F 1.5E
REACTIONS ION (l /size) 1=1715/Mechanical, 6=187810-5-8
Ma
=1878 0- -
Ma Horz 1=-108(L 8
Max U pliftl =- (L 7), =-1 61( L
Gray 1=177(L ), =414(L )
BRACING
TOIL H RD
SOT CHORD
EB
Structural wood sheathing directly applied,
Rigid ceiling directly applied or 10-0-0 oc bracing, Except;
2-2-0 o bracing; 1-1 2.
1 Row @t midpt -
FORCES (.Ib) _ Maximum ompres ion/%12 iMlUrn Tension
TOP CHORD 1- =-4026/17 4, - =- 7/ 14 , -4=- /1 4«� 4- =-. 797 {1 T6=-390 �
BT H D 1-127-1561341 , 11,1 =Y°� 14`t , 1 }1 1 s=4,q _-_ 1� `��1+�,��1 � , �-�=���I � r
3281
VV E S 2-12=0/270, -11=-1202`153, 3 -11--12-16 71, 3 - =-507/480, 4-9=0/5 5 8 i - =-1088/1 -8=
0/264
DOTES
1 ) ) i nd- ASCE 7-8 mph ; h=ft; T CSL=.pf` BDL=4. Cats
plate grip DOL=1,33.
' �� gO11; Exp ; e r�foed a VWFRS interior ��r� Lumber DOL=1.33
T LL: ASCE 7-98 P1'=35,0 P f flat roof snow), Exp Fulily Exp.
Unbalanced snow Eoacis have oeen con icired for this dein.
4) This truss has been designed for greater of rain roof live load Of 16,0 P f or 2.00 times flat roof
rdf nerhn non -concurrent
with other live loads,
Provide adequate drainage to prevent Fater ponding.
This truss has been designed for a 10.0 p f bottom chord lire load nonconourr rlt with any other
live loads.
[ plates are MT20P12teSun1ess oth noise indicated,
This truss requires pi to ins pec rorr per the TODth Count Metho when this truss is chosen forunlit as
Refer to grader( ) fortrus's to tri'connections,� S[�r�d-1�'� Er���E� �r�fi.
1 Provide mechanical onne t[on (by offers) of truss to hearing Plate Capable of withstanding lb uplift at 'Dint 1
`t 1) This truss i designed Irk accordance with the 2003 [nternatron l Residential Code sectionsJ 0x,1� � 1.1 and R802-10,2 and 1 n Ir rr rfererd
upliftct �dIr�t6.
standard I,I�i�'F'I 1.
standard
LOAD CASE(S) Standard
p i
Job Truss
0810702 1 E12
I
STOCK COMP NEN TS -IF, Ida�6 Falls, 10 8-3-4033 �ER IC J.
Truss Type
ROOF TRUSS
Qty Ply REX B U R GIROMRELU1CG/(l D) H
Job Iefer
7.000 s May, 29 2007 MiTek Industries, Inc. Wed Aug 22 13-1041-16 2007 Page 1
6-3-4 12-0-0 17-0-0 22-0-0 27-8-12
+ 34-0-0
--1
SB
1, 5X4 11 5X8 _
4
-- 1-6-0
Scale
--
1:58-6
x = i _5X4 11 3A:=3x8 _ x6 3A 1.5x4 I i 6x6 ,
6-3-4--
6-3-4
`4 -
-3-4
--1
} pp�� [}j
Plate t �r _ .I-1 . -lJ. - r 1 _ o" L lay , X3.0-4"0,0-1 -1 [5--0-4-0,0-1-1 _51r -0'-� 0'0-4 Z.
LOADING (psf)
TOLL 85_x}
( Roof Cow_ , )
TCDD. 8,0
ELL 0,0
BCL 8.
LUMBER
TOS" HF
ECT H1
WEBS
SPACING -0-0
Plates InGrea e 1.15
Lumber Increase 1.1
Rep Stress In r YE
Code I1 0 31TP1200
4 SPF 18OF 1.5E
4 SPF -S StudiStd *Except*
EDE
Left: 2 X 6 DF No.2, Right: 2 X 6 DF No.
CSI
T G 0.86
13 0_93
B 0.97
(Matrix)
REACTIONS (lb/size) 1=171 11 le h nical 7=187810-5-8
Nlax Hort 1=- (L 8)
Max Uplif tl =- (L ) � 7=-1 (L )
M ax Gray1= 2265 (L , 7=25 0 L
-- 1
DEFL
in Ooc)
IY efl
Lid
Vert(LL)
-0.27 +1.-13.
>999
240
Vert(TL)
0` -4 -1 -1
40-17
180
Hor ( I L)
0_ 1 7 7
rVa
n/2
BRACING
T P H RD
BOT CHORD
WEBS
--
FOLATES GRIP
MT20 169/128
Weight: 188 1b
Structural wood heathi ng directly applied or 2-2-0 oc purlins.
Rigid ceiling directly ppl ied or 10-0-0 oc bracing, Except -
2 -2-0 -0 e braclrig: -1-14..
1 Row at mjdpt -1
FORCES (ib) - Maxirnum Corn press ion/Maxim urn Tension
TOP CHOR[) 1-2=-4307/154, 2_3=-3316/129, 3-4=-2936/117, 4-5=-2936/117,5-6=-3259/119,- 7=-415611
BOT CHORD 1-14--1 J 8 r 13-14=-1 35/3683, 12-13=-4712806, 11-1 =0/2761, 10-11-012761, 9-10=-24/3521,. 7-9=-24/3521
WEBS -14=0/281, 2-13=-9921128, 3-13=-1 1 /568, 3-12=-77/857, 4-12=-7531104, 5-12=-78/8909 -10=-2J513, -10=-860/106,
-'9 =Oi2 3
NOTES
1)Wind: ASCE 7- 8y ph; h= ft; T DL=4.8P f; B DL=4.8p f; Category 11; Exp ; enclosed; MWFRS interior zone, Lumber l
33
plate grip DOL=1 _. ,-�I_
TOLL:.ASCE 7-98; Pf=35.0 p f (flat roof now)- Exp; Filly Exp,
Unbalanced snow leads have been ecnsidered for this, cfesIgn-
4) Frils true has been designed for greater of m i
with other live loads, n roof live load of 16.0 p f or 2.00 times flat roof load of 35-0 pf on overhang non-concurr nt'
Prm fe ad eq u2te drai nage to prevent water pondi ng.
This truss Inas been designed for a 10.0 p f bottom chord Live load noneon urrent with any other live loads,
This tFUSS requires plate inspection per the Tooth Count Methodh n � '
� this tri � ���� fay' �u��1Pt assurance Inpetlon.
Defer to girder(s) for truss to truss connections.
Pr�� d e mechanical
on,nectien (by others) of truss to bearing plate capable of withstanding 84 Ib uplift at joint 1 and 150 Ib uplift at joint 7.
10) This truss is designed its accordance with the 2003 International Residential Code sections R502,11.1 and R802-10.2 .and referenced
standard ANSVTPl 1,
LOAD CASE(S) Standard
fu
E,
Job Truss .1 Truss Type
0810742 IE13 ROOF TRUSS
STOCK COMPONENTS -IF, Idaho Fe1IS, JD 83408, ERIC i.
--
4-8-12
7--
5x8
1.5A 11
1
7-0-D
111
Job Ietrer,atir,
7.000s y 29 2007 MTek Industries, [n ,
3 4 5
1-11-0
Wed Aug 22 13;04;17 2007 Page
4——
4--
10-0-0 7-0-0 7-0-0
1 , 5_x.1- -0,0- - 8.0-3=0 0-1-8]
LOADING (psf)
TALL SPACING --0 �`1 [�E1`L in
(Roof I�r�. � � F�I�t� Increase 1. � T � Vert(LL)-0.32
T DL 8.0 I Lumber Increase 1.15 BC 0.87Vert(TL) -0.61
BOLL 0-0 Rep Stress In r YES W8 0.80 H rz(TL) 0,29
B t u. _0 Code I 00 /TP11 (matrix)
LUMBER BRACING
TOP CHORD 2 X 4 SFF 16 DF 1. 8 *Except* T P IB RD
T2 2 X 4 SPF 210OF 1,8E
BOT CHORD 2 X 4 SPF 1650F 1..5F *Except* BOT H J D
133 2 X 4 SIF- Stud/Std WEDS
VVEBS X 4 SPF 165OF 1.5E *Except*
W 1 2 X 4 S PF -8 Stud/Std, W2 2 X 4 S PF -S Stud/Std
W4 2 X 4 SPF- tud� ted, VV2 2 X 4 SPF -S StudlStd
W5 2 X 4 SPF-SStud/Std, W8 2 X 4 SPF -S Stud/Std
EDGE
Left. 2 X 4 SPF-Stud/Std
REACTIONS (lb/size) 1=1723/Mechanical, =1723/f 1echanJoal
MaxHo 1= (L )
Max UpIIft1--7 (L ), 9 `- 1(L C 8)
Maxraj 1 z --44(L ), 9 =-1 (L
11 10 9
x4 11 6X8 =
5-11 - --1
1-11-0 -10-1
(to)
I/deff
L/d,
15
>999
240
1-1
.669
180
n1a
n/a
4-0-
4--4
PLATES GRIP
MT20 169/123
MT18H 169/123
Weight- 153 lb
Structural wood sheathing directly applied or -4-18 0C purlins,
end verticals -
Rigid ceiling directly applied or 10-0-0 cc bracing.
1 Row at micipt 7-10
FORCE (lb) - Ma im urn Compress [on/Maxim um Tension
TOP CHORD 1- 2=-4457 175, - 3 =-3826/1591 -4=-3870/1 4r 4- =-3870/194, - 6 =- 3 6 D5/1 6 5, 8-7;--- 0 0 9116 4 7-8 -9_-
2 291/87
B r H RD 1-1 6=-1 73/3872, 15-1 =-118/331 14-15=-66/3277, 13-14=-66/3277, 12 1 75/3448, 11-12=0/64, -12-_841379. 10-11 z /43
43
,9-1OZ-6J69
EBS -1 _- 6 2 5/136, 3 -16 -0/468, -1 5=-11 /1302, -1 5=-1074/1 1, -1 =-105/1299, -1 ---87/39 0, -13y--3721161 P
10- 12 -.tea, 6/206 , -1 2=-4412091, -10=-2485/109, 8 -10=-48/1983
COTES
Al %Vied- ASCE 7-98; 90rnphr ha ft, T C L=4_8p f, B DL=4.8psf; Category 11, Exp ; enclosed; WIFRS interior zone; 'Lljmb r DOL=1,83
plate g rip DO L= 1. 33.
T LL_ ASCE 7-98, Pf , _0 p f (flat roof snow), Exp Q Fully Exp_
Unbalanced snow Roads have been considered for this design.
4 Pro ide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 p!sf bottom chord live Egad nonconcurrerit w1th any other lire loads,
I plates are NIT20 plates unless otherwise Indicated.
7) This truss requires plate inspection per the Tooth Court Method when this truss is chosen for quality assurance inspection
Refer to girders) far true to truss connections.
Pro} Ade m chanicai connection (by others) of truss to hearing plate capable of withstandin72 lb uplift at joint 1 and 1 I .
r� a � uplift at Joint 9.
10) This true 'Is designed in accordance with the 2003 International Residential Code sections 8502.1 1.1 and Ra02.10.2 and referenced
standard ANSVTPI 1.
LOAD CASE(S) Standnrd
9
except
Job
1 0702
True
STOCK MPONEI TS -IF, Idaho Falls, ICS 83403, EFT J,
Truss Type
ROOF TRUSS
F'ly P E 1 > E� ELLS '- (' I D) H
M
i Job Reference (optional)
7.00 0 s May 29 X00710Tek Ind ustries, Inc.
1.5x4 11
4X4 =
5x12
r,nnFl-T 4 5 A
Wed Aug 22 1 '04� 19 2007 Page 1
Plata Offsets (X,')=
LOADING
(pf)
TCLL
35.0
(Roof no g= -0)
TCL
8, g
BCLL
0-0
DL
8,0
LUMBER
TOPCHORD
BOT CHORD
EBS
• ! 1
1
-10 1, [a`-4-- ], [--,�-fit �1;- X14 Q --
SPACING _0-o
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress i roc r YES
Code IRC2003,7PJ2002
i
TC 0. 95
BC 1.00
B 0.x'6
(Matrix)
SPF 210OF 1.8E
X 4 SPF 210OF 1,8E *Except*
B3 2 X 4 SPF -S Stud/Std, 84 2 X 4 SPF 1650F 1.5E
X 4 PF 165OF 1_5F *Except*
1 2 X 4 SPF- Stud/Std, W2 2 X 4 SPF- tudl td
4 SIDE- Stud/Std, W7 2 X 4, SPF-8 Stud/Std, W9 2 X 6 DF No
WEDGE
Left: 2 X 4 SPF-SStud/Std
REACTIONS (lb/size) 1=1719/Mechanical, =171 /Mechanical
MaxH orz 1=477 L )
Max LJpliftl=-8(L. 6), =-8L )
Ma x G rav l � 2401(LC ), 8 =2397( L C 3)
10 9 a
A II 5x10 4x4
-0-0 34-0-0
5-11-0
26-0-
11-
DEFL
in
(Io)
Ildefl
Ud
Vert(LL)
0.43
1-14
>945
240
crtTL
-x,62
1-14
>4
180
Hor (TL)
D. 29
8
n/a
n/a
aO O
PLAT F
GRID
MT20
169/123
MT20H
127/93
Weight: 151 1
BRACING
T P H ORD Structural wood sheathing directly applied or 2-2-0 oc purlins,
verticals,
E30T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
1-4-12 ac [gracing- 10-11.
ERS I Row at raidpt -9
FORCES (1b) - Maximum Compression/Maximum Tension
TOP CHORD 1-2--4695/217, 2-3=-42341209, 3-4-4944/282P 4-5=4940/280, 5-6-=-5135/294 B-7=-2572-/141 P 7-8=-2324/124
T CHORD 1-14=-206/4065, 13-14=-1 70/ 718, 12-13=-239/5149, 11-12=-239/5154o 10-11 X0190, -11=-842-/129P 9-10--3/68. 8-9=-32/257
VVEB -14=-383/151, -140/3551 3-13=-1 44/1879, 4-13-=-910/129, 9, 5-1 =-44 / f 9-11 =-82/2353, -11 =-21,9/3799 3 6-9=-1795/136,
7-9--77/1991
DOTES
1) Wind: ASCE 7-98- mph; h= ft, T DL=4. P5f B 1L=4. psf Category fl- Exp C; enclosed; MVVFRS interior one; Lumber DOL -1_
plate grip DO L=1.33,
T LL-. ASCE 7-98, Pf=35.0 PSf (fiat roof snow); Exp * Fully Exp,
3). U n ala n ed snow loads have been considered for this design.
4) Pride adequate drainage to parent water ponding.
This true has been designed for a 10,0 p f bottom chord lige load non on urrent with any other live loads.
All P12teS are MT20 prates sunless other -wise indicated.
7 This truss r�quiires plate inspection per the Tooth Count Method when ths truss is chosen for q Liality assuranceinspection.
8 ) Refer to girder(s) for truss to truss connections
PrDVide mechanical connection (by others) of truss to hearing plate capable of withstanding 88 1b uplift at joint 1 and 88 Ib Uprlift at joint
8-
10) This true is designed in ac ordanGe with the 2003 International l es1dentiaJ Cade sections R:502,1 1.1 and 8802-10.2 and referenced
stand@rdANSI/TPI 1.
LOAD CASE(S) Standard
Salle = 1:58:2.
4
except end
Job
Truss Truss Tie Q.ty
IPFr E E3UR 1 I ELIJ ID)H - -
1 � A
Q 81 x 702 E15 ROOF TRUSS
L c
STCOM
r�1�PNET-IF, Idaho FII, ID83403, ERIC J. .__ rr Job Reference Optional
7.0 0 0 - ..r__�_..
May 2007 Mi Ind u tries, Inc V V ed Aug 2-2 1:�X4;20 0 1 Page 1
22-7-4 ! 28-0-0 34-0-
0
sC��'e =1-5a.
5x10 -.
A 11 5X8 = M = 4x4
•1�
--0
14 13 1
A 11 6x12 _ 4A
If 10
3 X 8 1A
17-0-1 22-7-4 , 28-0-0 34-0-
5-4-12
-4-1
PlateOffsets( 1. - - � la [ . � , !�1- �i - } =1y 4. - -8, 8 , -0-4'0,0-1-15 , [8..Edge, -1-1 1.0-3-8�-�-
LOADING (pst)
TOLL 35.0 SPACING -0- I DEFL in Occ) I/deft Ud FOLATES
( Roof now=35.0) Elates Increase 1.1 TC 0.82 Fart(LL) -0,53 >760 240 MT20
'T CDL Lumber Increase 1,15 BC 0-95Vert(TL) -0.76 3 >534 180 IT18H
BC LL 0.0 Rep Stress Incr YES WB 0.95 Horz(T L) 0.24 a n/a
L Code 1 00 PI 00 (Matrix)Weight: 154 Ib
LUMBER BRACING
TO P CH ORD 2 X 4 SPF 16Z -%O F 1. 5E *Except* TOP CHORD
T2 2 X4 SPF 21I' 1,8E
BOT CHORD 2 X 4 SPF 165OF 1.5E *Except* P !T H ORD
B2 2 X 4 SPF -S Stud/Std
J EES 2 X 4 SPF 165OF 1.51E *Except* WEBS
VV 1 2 X 4 SPF-Stud/Std, W5 2 X 4 SPF -S Stud/Std
'x.15 2 X 4 SPF -S ,stud/Std, W7 2 X 4 SPF -S Stud/Std
WFDE
Left= 2 X 6 DF No -
E TION ld/S 1 z) 1= I /I chemical} 9=1723/ ch2ni sl
Max Horz1=r(L )
MaxUpliftl =-11 O(L )} =-11 (L )
MaxGray 1=2453(L , -2451(L ).
9
A 1
Structural vmd sheathing directly applied or 2-2_O oc purlins, except end
verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing, Except;
2-2-0 oc bracing_ 1-16.
1 f al at midpt 4-13,6-12
FORCES Ob) - Maximum r pre io n/Max1m u m Tension
T P H D 1-2=-4847/254, 2-3--64341394, 3-4=-6396/396, 4-5--3474/238o 5-6=-3474/238,6-7=-3132/2217-8--2410/1451
8-9=-2392/134
E30T CHORD 1-1 6=-22214192F 15-1 6=-224/4184, 14-15-0/87P 3-15=-814/117, 13-14=-3/67) 12-13=- 16-6/31 , 11-1 2=-93M4 1,
10-11=-1 61123, -10=-16/123
WEBS -16=0/245, 2-15--213/2934, 13-15=-222J3925, 4-1 =-200/ 4 4-13;----2349/200, 6-13=-45/654 6-12=-1 1148,.
7-1 -130/1842, 7-11 = -95811 0 t 8-1 1 = -9612158
NOTE
1) Wind, ASCE 7-98; rmphr h= ft, T L=4. ps , BCDL=4_8psf} Category 11, Exp C, enclosed; NIVVFRS interior zone, Lumber E)L-1.33
pl2te grip COOL=1.33_
) TOLL: ASCE 7- ' Pf=35.0 p �f (flat roof now ); Exp ; Fully Exp,; L, � ��-
) Unbalanced snovv loads have been considered for this design,
4) Provide adequate drainage to prevent water ponding.
This truss has been designed for a 10.0 p f bottom chord live load noncon urr nt with any other lire loads-
6)
All plates are MT20 plates unless otherwise -Indicated.
7) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection.
Refer- togirder(s) for truss to truss connections.
Pro idle mechanical connection (by others) of truss to bearing plate capable of1thst2ndin 110 ah uplift t joint 1 and 110
� p ] h uplift at joint 9.
1 ) This truss Is designed in accordance with the 2003 Int rnatianal residential Code sections 8502.11,1 and R8.02,10., 2nd referenced
standard S[iTPI 1,
LOAD CASE(S) Stand3rd
Job _
Truss
81070.2
I EI65
T I MPO E TS -IF, Idaho Falls, ICS 83403, ERIC J.
1 Ox
Truss Type
ROOFTRUSS
u t
1
Ply i R EX BUWG_ I I-ELu/ ICilH
21g
1 Job Reference (optional)
. 000 Mi Tek I rid u1stri es, In :Weed Aug 221 : Page I
27-11-0 1 1 -- --
6_0 t 2 3x4 = 5x6 _ 4x4 = 1.5x4 11 8xf3 5X5
-Bx13
_rlr$
25 24 23 22
1 20 1OX10 I 0x1
17 16 15 14
3x5 I! 7x18 MT20H_ BX12 1.1 58 : 44 - 5X8 _
clic ` 1,71.9
SITE,
112- ply trust to be connected together with 1Od (0.131 11 ") rails as follows:
Top chords connected as folio: 2 X 4 - 1 row at -9-0 e.
Bottom chords connected as feJlo - 2 rows 0-9-o 0G.
Webs connected as fellows: 2 X 10 - 3 rote's at 0-2-0 o , 2 X 4 1 row at 0-9-0 oc.
All loads are considered equally applied to all plies, except if noted as front (F) or ba (B) face in the LOAD CASE
(S) have been provided to distribute only loads noted a F B unless� section, P'1 t� ply
Wind: �'E 7�- � � or � 1 �tl�lle indicated.
90mph; � ft, T L-4_ p i, C =4_ p , Category 11; Exp ; enclosed; MVVPRS interior ne. Lum bier 1) =
plate grip DOL -1.33.
4) TCLL, ASCE 7-98, Pf=85.0 p f (flat roof snow), Exp C, Full' Exp-; L= 45-0-0
:5) Unb2l@ncecf snow lo -ads have been considered for this cte igrr_
6) Provicie adequate arainage to prevent water pond[n .
7) This trjss has been des ig ned for a 10.0 p f bottom chord live load noncon urrent with any other live leads_
All plates are, MT20 plates unless otherwise 'Indicated.
This true requires plate inspection per the Tooth Court Method when this truss is chosen for quality assurance iris tion_
1 ) Defer to girder(s) for trUS tO tru connections,
�
Continued on page
t
0-0-0 4
ca
-11 4-- 4-11-1 4-11-12 '2-0-0 a- -;-
I'
Pl@te Offsets
X,.fl-.Ed ,[_--R 0-111-12,0- s-4.0--10,Edr `0- -0,Fd 7,0- -1 , .-�--U,_�-�p[22:0-3-8a�_ rr U -
_
LOADING
_.
(pf)
T LL
SPACING -0-0
35.0
CSI
DEFL t
In (le) I/defl L/d
PLATES GRIP
Roofnow-_
SITE,
112- ply trust to be connected together with 1Od (0.131 11 ") rails as follows:
Top chords connected as folio: 2 X 4 - 1 row at -9-0 e.
Bottom chords connected as feJlo - 2 rows 0-9-o 0G.
Webs connected as fellows: 2 X 10 - 3 rote's at 0-2-0 o , 2 X 4 1 row at 0-9-0 oc.
All loads are considered equally applied to all plies, except if noted as front (F) or ba (B) face in the LOAD CASE
(S) have been provided to distribute only loads noted a F B unless� section, P'1 t� ply
Wind: �'E 7�- � � or � 1 �tl�lle indicated.
90mph; � ft, T L-4_ p i, C =4_ p , Category 11; Exp ; enclosed; MVVPRS interior ne. Lum bier 1) =
plate grip DOL -1.33.
4) TCLL, ASCE 7-98, Pf=85.0 p f (flat roof snow), Exp C, Full' Exp-; L= 45-0-0
:5) Unb2l@ncecf snow lo -ads have been considered for this cte igrr_
6) Provicie adequate arainage to prevent water pond[n .
7) This trjss has been des ig ned for a 10.0 p f bottom chord live load noncon urrent with any other live leads_
All plates are, MT20 plates unless otherwise 'Indicated.
This true requires plate inspection per the Tooth Court Method when this truss is chosen for quality assurance iris tion_
1 ) Defer to girder(s) for trUS tO tru connections,
�
Continued on page
1 5-3-11 10- - 14-11-12 19-11-8 21 11 L - -11- .
�
9-11 - 32-11-8 ��..
0-0-0 4
--
-11 4-- 4-11-1 4-11-12 '2-0-0 a- -;-
3-0-8 4-0-0
Pl@te Offsets
X,.fl-.Ed ,[_--R 0-111-12,0- s-4.0--10,Edr `0- -0,Fd 7,0- -1 , .-�--U,_�-�p[22:0-3-8a�_ rr U -
_
LOADING
_.
(pf)
T LL
SPACING -0-0
35.0
CSI
DEFL t
In (le) I/defl L/d
PLATES GRIP
Roofnow-_
.0) Plates Increase 115
TC 0.76 Vert(LL) -0.6518-19 >737 240
MT20 169/123
TCD L
Lunlher Increase 1.15
D 0*7 'vert TL -0,92 1 -1 17 180
l� T2DH 127 93
BOLL
0.0
Rep Stress l,ncr e;
WB 0.98
Horz(TL) 0.25 14 n/a reds
NIT18H 169/123
BCDL
�-�
. Code IF 00TP120
(Matrix)
Weight: 4lb
EUMBES',
BRACING
TOP H ORD
BOT H CS
2 X 4 SPF 1650F 1.5E TOP Cly OIC D Structural weed she2thi n di r
X DF 1 80 F 1_ E *Except* etl applied r - - purl�n , e e tend
131 2 X 6 DF 2400E _0E, B4 2 X 6 Dl= No.2 BOTCHORD Rigid cellIng directly Jd or 10-0-
4 PF- Stud/Std *Except*
0 oc r eln .EB
+'1 2 X 4 SPF 1650F 1.5E, W4 2 X 10 DF 1950F I.7E
4 SPF 1,65OF 1.5E, W6 2 X 4 SPF 165OF 165O1,5E
10 2 X 4 P°F 165OF 1_ E� W1 0 2 X 4 SPF 165OF 1,5E
W 13 2 X 4 SPF 165OF 1, Ep x'14 2 X 4 SPF 1650F 1,5E
W6 2 X 4 SP F 1650 E 1. Er W 1"53 2 X 4 SPP 1650 E 1.5E
In2 2 X 4 SPF 21'000 1. Ep W2 2 X 4 SPF 21OO 1_ E
REACTIONS
([b/size) 25=7256/0-5-81 14=27r.Mech@nieal
MaxH ori 5=(L 7)
Max Uplift =- L 5)r 14=- 1 (L )
Max rav25= 7(L ), 14m 8 (L:
FORCES 11b)
- Maxi um Corrlpress! on/Maxim urn Tension
T P HORD
1-25=-936 1 /0586, 1-2--;-9940/611, 2-3=-9946/613t -4=-12327[76, 4-5=-1 _ 0
4/7 791
BOT CHORD
7-8=-9571/610,18-9=-9571/610,-1 - - 1 t � 10-11=-6584/430,11-12=--4831/325,12-13=-3178/204; 13-14=;-37801229
2425-54/264, 23-24=-1 120/17737P - T-1 182/18741,
1- L-675/10814, 20-21 =- 83/1091 19-20=-706/112471
18_1 =-7621 271 58) 17-18,-43016986. 16-1 7=- 3/4'8 , 15-16=- 163/2830, 14-1 -- /7
VVEB
-23=-418/6715; 3-22=-3921/641, 4-22=-285/4782, 4-21 =-36/411 r 5-21 =-439/93,5-2,0=-775/116,- 0'-- 3905/274
6-19;---248,14009, 7-1 =-46/1200, +fes ^� �pa ray' �JJ f� �} } J _ +y +�'} q _ �{ J+'} .{y
{ `1 =— 2 J 02, 8 "11=-692AS,, 10-1 8=—S8 l 1 , 10- 1 7--53 d/a:5 , 11-17--213/3204P 1— i� — 1 /3204?
11-1=- 7&255, 12-16=-255/3902, 1 -15-- 1 7/1 13-15=-1 / 477, 4=-453/681
, -, 1-24=-B 1 /13259, 3-24=- 1111 3ffi84
SITE,
112- ply trust to be connected together with 1Od (0.131 11 ") rails as follows:
Top chords connected as folio: 2 X 4 - 1 row at -9-0 e.
Bottom chords connected as feJlo - 2 rows 0-9-o 0G.
Webs connected as fellows: 2 X 10 - 3 rote's at 0-2-0 o , 2 X 4 1 row at 0-9-0 oc.
All loads are considered equally applied to all plies, except if noted as front (F) or ba (B) face in the LOAD CASE
(S) have been provided to distribute only loads noted a F B unless� section, P'1 t� ply
Wind: �'E 7�- � � or � 1 �tl�lle indicated.
90mph; � ft, T L-4_ p i, C =4_ p , Category 11; Exp ; enclosed; MVVPRS interior ne. Lum bier 1) =
plate grip DOL -1.33.
4) TCLL, ASCE 7-98, Pf=85.0 p f (flat roof snow), Exp C, Full' Exp-; L= 45-0-0
:5) Unb2l@ncecf snow lo -ads have been considered for this cte igrr_
6) Provicie adequate arainage to prevent water pond[n .
7) This trjss has been des ig ned for a 10.0 p f bottom chord live load noncon urrent with any other live leads_
All plates are, MT20 plates unless otherwise 'Indicated.
This true requires plate inspection per the Tooth Court Method when this truss is chosen for quality assurance iris tion_
1 ) Defer to girder(s) for trUS tO tru connections,
�
Continued on page
i Job Truss
1070
STOCK COMPONENTS -IF,
DOTES
Truss Type
E16 ROOF TRUSS
dah0 Falls, I% 83403, ER[C ER[J.
t
Ply I REX2URGIRQMRELfJE�-221CGf(lf7)H
i
2 Job Reference (optional)
7, 000 s Ma y 29 2007 M Tek I rid ustri es, Inc. Wed Aug 22 1 ,04ti 2007 Fag e
11) Provide mechani aI connection (by others) of truss to bearing plate, capable of withstanding 622 1b uplift at joint 25 and 216 1b tipl ft at joint 14.
1 ) This truss is designed i n accordance with the 2003 International F e id ntia.1 Code ect-Ion R502.1 1.1 and Ra02.10.2 and referenced. standard P[ 1
1 ) Girder Carrie tie-in span(s),, 12-0-0 from Q-0.0 to 5-9-8
14 Hanger(s) or other connection d i () hall be provided sufficient to support concentrated load(s)6689 Ih down -
�n� � Ch up �t ' 8 on hotl:arr1 chord.
such onne t[on device(s) is the responsibility of others.
LOA CASE(S) Standard
1) nov Lumber Increase -1.1 , Plate In r ase 1,1
Uniform Loads (pIf)
'pert. 1-3=-86,,34=-86, 4-12--86, 12-13--86, - - 65(F=-249), 20-23=-165 19-20=-1 , 18-1 9=-1 , 17-"15--1 6, 14-17=-1
Concentrated Loads (lb)
Vert; 23=-4589(F)
The designiselection of
Job
19 USS
'0810702
0 E1
STOCK F F A -1F, Idaho Falls, lD 8340-3, _ERIC J.
Truss Type
e
ROOF TRUSS
4-- --
1
- �1 1 - 1 2
19-11-8
1-6-0 4-5-4 3-6-12
-11-1
-11-12
8x8
44 4X.8 -
4 6
--
QtY
1
_e
21
,lob RefeTerice o ti on J 7, 000 s WY 29 2007 Mi Tek In -d ustri es, _
Inc. VVed Aug 2-2 13.04.28 2007 gage 1
27-11- 29-11-
5-11-8
-11-
-11- 2--0
2x4 11 Sx 1 0 - 8x;8 -z
8I
4-0-
8X _
Scale = 1.71.1
3
1
lY� �
Y
C'
r
W 2 24 23
22 21 1Qx12MT20H_— N10 MTIBH
2x4 I t 4A _ 5X6 6 1 0 IVI T 18H 18 17 15
-
6,0 0 F1_2 10X'10 z 5x8 _ 6x6 U4 11
21-11-8 27-11-0 29-1 1-Q 33-11-8 38-0-0 40-0-0
4--4 --12 5-11-12 5-11-12 2--5-11-8 --
0 -- 4-M
2-0-0
Plate Offsets KY): [2:0-3-11030-2-0], [4:0-4-10, Ede], [7:0-3-8,0- -,0], (10:0- -4.0-4-8], [1 �f : - - - 13.0-4-11 Ed `14• - -
,0-3-81 ] [ �� [ � �, [ - - -.0-2-8]
, [18:0-7-0,0-4-0], [21-0-6-0
LOADING (psi SPACING
� 2-0-0 CSITOLL 35.E �I�t l�r�� 1.15 TC 0.,7DEFL i n (I ) I/d fLid
'LATE IP
(Roof nmv®.0) Lumber 1nre Vert(LL) -0.7 1-20 240 iT20 1 � 1T L . Vert(TL) 23
-1.2 19-20 >390 1 MT H
Jed trey l.��r 12�
B -CLL 0. 'B 0.78 Hor (TL 0.31 15 n/a n1a MT18H 169/123
DL 8.9 Code I r 2003) PI208 (Matrix) � i ht,
- l
LUMBER BRACING
TOP CHORD 2 X 4 DF -N 248OF 2.0E *Except* TOPCHORD
T2 2X 6 DF No.2,T42X 6 DF N0.2, T3 2 X 6 DF 180OF1. E
BOT CHORD 2 X 6 DF 188OF 1.6E *Except* T CHORD
B3 2 X 6DF2 0OF2.0E, B42 X 6DFI` o.2
EELS 2 X 4 SPF 165OF 1.5E `Except*
11 2 X 4 S PF -S Stud/Std, W2 2 X 4 S PF-SPF-S Stud/ tai
W3 2 X 4 SPF -5 Stud/Std, W6 2 X 4 SPF -S Stud/Std
lir' 8 2 X 4 P F -S Stud/Std, �8 2X 4 P F- Stud/Std
�%13 2 X 4 PF- Stud/Std
REACTIONS (lb/size) 2=4708/0-5-8, 1 =48 /MeC 2nic l
Max H r 2=1 4(L 7)
Max Up1ift2=- (L ), 1 =- 2(L
Max rv2=2(L ), 1 =L )
Structural wood sheathIng directly applied or 3-6-14 oc purlins, except
end verticals.
Rigid ceiling directly applied or 10-0-0 oe bracing,
FORCES (1b) - f e irnum °Compression/Ma ion/Maximum Tension
TOP IS D 1-2=0/117, 2- 3 =-102:34/1174, -4=-1 G282J1247 p 4- =-18807/1652, 5-6 14599/1811, 6 -7=-145
-- 19068/2360* -10-=-16437/2033, 10-11--=16437/2038, 11-12=-10823/1 � -
�, � - � a -7284/904h 13-14=-265913241 1 4--41'ori ,
14-15=-52011619
BOT H RD 2-24=-1082/8977. 23-24:;7,- i 0 8 7p 22-23:= - 1139/9 24 5 p 21-22 ---1647/13298, 20 -1=-1937/1561
�1 �1 =-�1 438'11163:3, 17-18--899/72591. 16-17=-306J251 1 F 15 1 =-14/12 a 1- 2 �{ � �1 ,
WEBS 3-24=-208/57, 3-23=-1 361690, 4-23=-84'1041.4-22--630/4967. 5-22=-25881512, 5-21 =- 1/1- 591. 7-21 ---67191933?
7-20=-915/7385, 8-20=-7031199, 9-20--339/2782, -1 =-. /4 1 11-19--1186/9603,11-18=-8011/1048P 12-18--604/48403
12-17=-456701695, 18-1 =,81 it 7. 1 -1 = -,3677/51()t 1.4-16=-55514580
NOTES
1 -ply truss to be connected together with 1 Od (0.131 "x3") rails e follows -
Top chords connected as follows: 2 X 4 - I row of o-9-0 o , 2 X 6 - 2 rows at 0-9-0 o _
Bottom chords connected as follows: 2 x 6 - 2 roars at 0-9-0 oc_
rebs connected as follows: 2 X4 - 1 roar at 0-!9-0 cc.
All loads are considered equally eppli d to all plies, except if noted as fret (F) or b@ (B) face in the LOAD CASE .
onnec.- ion have been provided t distribute only Ponds noted S F or B CASE(S) �t��r�. JAI t ply
1'ir�d; E r8; 0rT1 h- h=25ft, _ _� � � �s unless �tf��r�e �r�dl�ted-,
p , h=2 ft, T DL=4.8p fa B DL=4.8p f, ategor ' 11; Exp , enclosed; ILII ' FRS i nt rior zone; Lum bar D OL=1.
33
plate rl p DO L=1 _33-
4)
_4) TOLL: ASCE 7-98,r Pt -35.0 f (flat roof snore) E Sheltered; L= 45-0-0
nbaJ@ n ced snow loads have been considered for this design.
This truss has been designed for greater of min roof live load of 16.0 p f or 2.88 times flet roof load of 35.E sf
with other live loads. n � � overhangs non - concurrent
r) Provide adequate drainage to ;prevent water ponding.
This truss has beer designed for a 10.8 pMsf bottom chord live load nonconcurrent w1th any other lire loads.
%N1r,Qj�rPfA6E:g0 Plates unless otherwise indicated.
JUD
F uss
�}
I
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, EMC J7
!ATE
Truss Type
ROOFTRUSS
Qty F I Y i E _ER ELU8- . I f D IS
I
2 � Joie
rnc(optional)
7,000 May 29 2007 MiTek Indo brie , Inc,
Wed Aug 2213:04.28 2007 Page 2
.10) This true requires plate inspection per the Toc)th Count Method when this truss is chosen for quallty assurance in
11 Defer togirder(s) for true to truss connections. inspection.
1) Provide meth ni ai connection (by others) of truss to bearingJat capable of ith t;andin 3 i
#� � Ih �plrft at jornt 2 and 632 1b uplitt at jorr7# 15,
1 ) This truss is designed i n accordance with the 2003 Int rnat oral Residential Code sections R502A 1A and R802,10,2 and r f r-enced stand2rd, ANS 1/—FPJ I _
14Girder carries hip end with 2-0-0 right side setback, B-0-0 left side setback, and 8-0-0 end setback.
,
1 ) Hanger(s) or other con tion device(s) h JJ be provided sufficient to support concentmted load(s) 221 lb dowry and 37 1b u t 38-0-0, and 884 f d down and 1 Jd
�up at 8-0-0 on
bottom chord_ The designfselection of such connection device(s) is the responsibility of otters.
LOAD CASE(S) St@ndard
1) Snow, Lum her In. rea ei1®1 , Plate Increase= I.1
uniform Loads (plf
Vert, 1-4--86, 4-13--205(F=-1 1 ), 13-14m-86,2-23=-1 6, 1- -+ (F=- 20-21=-38(F=-22), 1 a 0= P`- Q _
16--16
oncBntr ted Lo@ds (Ib)
Vert_ 23;---884(F) 16;---221(F)
job _
Truss
100
I
STOCK 0MP0 ENT -'1F, Idaho Falls 10 83403. ERIC J.
y
L
� 5-3-4
5-3-4 4-8-12
""A =
3
Truss Type
ROOF TRUSS
99-1 -A
jot
(Ply REX2URG/POPvlRC-LUS-22/CG/(ID)H
I
Job Refere n t 24ggal
7.000 s May 29 2007 MiTek Industries, Inc. ' Ved Aug 22 13:04-29 2007 Page I
3x6 -
5
7-04
3x4 _
3G
6 7
--
i
5X8 =
t
40-0-0 �
4-0-Q
Scale = 1:67.8
WO = 16 15 14 13 12 11 10
U4 U8 = 3x6 3A _ 4x4 4x:5 2X4 1
LOADING (psf)
T LL 35.0 FSI --0 1
(Roof Sno ,O) Plates Increase 1.15 TC 0.98
T DL 8.0 Lumber Incr a e 1.15 BC 0.34
6 LL 0.0 Rep Stress Incr YES WB 0.78
BCD
L Code 1R 00 �'TI�I g0 (Matrix)
DEFL
in
(Io)
11/deft
Lid
Vert(LL)
-0-17
1-1
>999
240
Vert(TL)
-0.40
1-16
>450
180
Hor (TL)
0-05
10
rVa:
n/a
LUMBER BRACING
TOP CHORD 2 X 4 SIF 1650F 1.5E *Except* TOP H RD
T2 2 X 4 SPF 21€ OF 1,8E
BOT CHORD 2 X 4 SPF 210OF 1.8E BOT CHORD
VVE B FBF- Stud/Std *Except* WEBS
�N5 2 X 4 SPF 1650E 1. E, W6 2 X 4 SPF 1650F 1.51E
W6 2 X 4 SIPF 1650F 1 _E' W7 2 X 4 SIF 165OF 1-E
REACTIONS (Ib/size) 1=481/Mechanical, 15=2501 - -8, 10=1076/Mochanic2i
Mx H orz 11 11 (L 7)
Max Upliftl =- 5(L 7), 15=-221 (L , 1 D =-77(L
Max Gray1=x'08(L ), 1 = 600(L ), 10=1 61 L
PLATES
MT20
Weight: 164 Ib
IIF
169/123
Structural l good sheathing directly applied or 2-2-0 or, purlins, except end
Frigid -'ring directly applied or 6-0-0 cc bracing:
1 Row at midpt 3-15, 5-15, 7-13
FORCES 0b) - Maximum Compress ionlMaxl mum Tension
TOFF H D 1-2=-906/227. 2-3=- 178/ 1 , -4r--65111 9, 4-5=-66/1185, 5-6=- 1196/10 , 6-7=-1196/10 a 7-8--1916/148, -9=-1287/8
a
9-10=-15-930186
BOT H ORD 1-1 =-176/721, 15-16 272/82, 14415--65+11969 13-14=-65/1196, 1 -1 =-110/1911, 11-12=-56/1 1191 10-1 1=-20/20
WEBS 2-16=-790Y141 P 3-16=0/532, 3-15=-1 647181, 4-15;---856/124, 5-15=-26661168, -13--0/621, 7-18--895/55, 7-12z-460/1 1 O,
8-12=-70/979, 8-11--818/10 , 9-11=-68/1402
MOTES
1) 'mind. ASCE 7-98; 0rnph; h= ft, T DL= ,8psf; DL= , psf; Category lit Exp ; enclosed, MVV FIBS interior zone; Lumber DOL=1.33
plate grip COOL=1,38.
TELL: ASCE 7-98: Pf=35.0 psf (flat roof snow). Exp C, Fully gip.: L= -0-0
U11b212r1CeCf SnOW loads have Leen considered for the s design.
4) Pro Ade adequate drainage to prevent grater- ponding.
This true has been designed for a 10.0 psf bottom chord live load non oncurr nt with any other Ii e folds.
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quallty assurance inspection.
7) Refer to gird s- ) for truss to truss connections.
Provide mechanical connection (by others) of truss to bear- rig plate capable sof withstanding 35 lb uplift at -Dint 1, 221 Ib uplift at joint 15 and
7 lb up] int at joint 10-
-9)
0.-) Thi truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10-2 and referenced
stead@rrd ANSI/TPI 1.
LOAD CASE(S) Standard
Job Trus Type;'
0810702 E i= TFC I �
STOCK COMPONENTS -IF, Idaho FaRs. ID 83403,, ERI J_
Ply REXl3UR.&R0MRELLJ8-22/CG/(1D)H
a
�r
Job Deference (optional)
TOOD s May 29 2007 MiTek Industries, Inc. VVed Aug 22 1 _0430 7 _P2ge
T
y8- 10-10-8 �15- -1 21'9'12 28-6-8
5-8-8
--•
5 X.8 —
6-7-0
--
1.5x4 d 3x6 = 5xa
3 4
40--0
h
4-10-8
11
-10-
8
17 16 15
1.5x4 ? I 3x4 08 _
14
3X6 _
13
4A
1
3 =
11
5X8 =
28-6-8 -11-, 40-0-0
r,aIe= 1;67_7
10
3x4 11
a
r'-
4-10-8
P12te Of Sets � "� o -
g. I-, [3:0-4-0.0-1 -151 --i-1-1 - 1:---
LOADING
p sf) I _
TELL 35.0 SPACING -0-0 ] DEFL ire (coo) I/deft Ld PLATES
FLIP
(Roof now=35.0 e i�l�t�� Increase � . � T . � Vert(LL) -0-10 1 -1 >999 240 , MT20 169/1
23
T C L 8.0 Lumber Increase 1:15 BC 0.34 Vert(TL) 0.15 12-13
E LL 0.0 Rep Stress I ncr YES �` 'B 0.99 H o TL) 0-04 10 n/a n1a
Bt_ 8_0 _Code II003.PI00 (Matrix) Weight: 169 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1..E TOPCHORD Structural wood sheathing
BOT ° H RD 4 Fel= 10OF 1,directly or - - p��rl ins, t d
verticals -
WEBS 2 X 4 SPF- Stud/Std *Except* BOT CHORD R id ceiling directly applied or 16 -o -
W6 2 X 4 FBF 1OF 1.ET'7 X4 �'F 1!�F I .E EBpC� bracing.1 �.��� �t rr�id�t -1 5-15, 7-13, 9-10
7 2 X 4 SPF 1650F 1.5E
REACTIONS (lb/size) 1=4 'Mec apical, 15=2516/0-5-8, 10=1070/I f nhani ai
MaxHorz 1=I 15(L 7
Max Upliftl=- L 7), 1 =- 0 (L ), 10==7 L )
Grav 1=701(L ), 1 = L ), 10=1621( L
FORCES (Ib). - Maximum Compression/Maximo Ten ion
TOP CHORD 1-2=-955123 -3=-55/438 P -4=-50/11 1f 4-5=-50/1118, 5-6-z- 1o47f105 -7=_1 047/105,7-8=-1 -
�'�'�14, - — � 1411 /'1
BOT CHORD - _- j 16-17=-1 88/71 11 15-16--380/743
-1k--3LJ4_1/, 14-1- 8/104T 13-14--58/10475
-1 -- 8/1x 475 1 -1 --99/17 } 11-12=-5611187y
10-11= -10/55
$. .EESS 2-17=0/22112-16=-1001/1 1 ' 3-16=-151534, 3-15-z-1511/94, 4-15=-7771114, 5-15=-2473/156, 5-13=0/6063, 7-13=-91 1 /
52,
7-1=-372/1061 -1=463/`61, -11=-/4r -11=-6111346
NOTES
1) Wind, ASCE 7-98, 0mph; h= 5ft; T DLA .Bpsf; CSL=4_ psf; Category 11; Exp ; enclosed; MWFRS interior rpt Lumber DOL=1.33
plate grip E)L=1.33.
TOLL: ASCE 7-98; Ff= ,o psf (flat roof snoov). Exp Fully F - p.- L= 45-0-0
Unbalanced snow loads have been considered for this- design.
4) Prop d,. -n adequate drainage to prevent eater ponding.
This truss has been designed for a 10.0 p f bottom chord live Io2d non onicurrent with any other lire loads.
This truss requires plate inspection per the Tooth Count Method when this truss is chosen for 'quality assurance inspection,
7) Refer to girder(s) for truss to truss connections.
8) Prom -de mechanical connection (by others) of truss to bearing plate capable of withstanding 36 Ib uplift at . ,
7 1b uplift �t joint '10.
�o.�r�t 11 lb uplift at joint 1 rid
This truss is designed in accordance with the 2003 intemat[onal Residential Code sectiorns R5.02.1 1 -1 and R802.10.2 and referenced
standard ANSVTPI 1.
LOAD E0) Stand2rd
Job
'0810702 E4
STOCK OMP0NIENT -IF, Idaho Falls, ID aM03t ERIC J.
--
Truss Type Qty9
ROOF TRUSS
,15-2`12 12
-
7--
FIS IF1FELL`}}( I D) H
0
11
Job Reference o tionaI"
7.000 s May 29 2007 MiTek Industries, Inc. Wed Aug � 13:04'.33 007 Page g a `f
R - f1 �1- -0--15-11-0
SX 1 0 —
•5X4 1 i 4x4 - 3X6 3A e 5X10
r 7 -
40-0-
6-10-8
Scale _ 1.60,2
18H, 11
17 16 is 14 13 12 11
ZA 11 3x4 _ 4x -B 3x6 _ 4 _
4 3X4 1
I -'- 12-10-8
1
_- --
15-2-12, 1-1-1 --
s
6-0-12
4 ,; U -b- U-1-7 - -5-0.0-1-71, 11-0- -8 - -
LOADING (psf)
TOLL35-0IJ --
Roof nCW�35.0) Plates Increase 1.1
T I L 8,0 Lumber Increase 1.15
BALL 0.0 Rep Stress Incr YES
BCD L Code Irk /TP1200
1
TC 0.87
BC 0.43
WD 0.90
(Matrix)
LUMBER
TOP CH I D 2 X 4 SPF 1 5O F 1.5E
20T CHORD 2 X 4 SPF 210OF 1,8E
'Al'EBS 2 X 4 SPF -S Stud/Std *except*
4 SPF 1650 1_ Ea W7 2 X 4 SPF 1 5 F 1-5F
'7 2 X 4 SPF 165OF 1. Et W9 2 X 4 SPF 1650F 1.5E
REACTIONS l bi i e) 1=477/Mechanical, 15=250810-5-81 10=1074/ echa ,i a f
MaxU pl ift1=-(L ), 1 =-1 86(LC ), 1 0=_ L+
Max Gray I;71 L
33-1-8 40-0-0,
5-11 - -� -
GRIP
Vert(LL) -0.1 1-17 >999 240 MT20 169/123
Vert(TL) -0,19 1-17 >973 180 MT18H 169/
23
Hor TL) 0.0 10 n/2 n/a "i
y
VVei hte 178 115
BRACING
TOPCHORD Structural wood sheathing dlFectJy applied or 2-2-D ocurl irisP except
end 7
e � Id
verticals •
3 T CHORID Rigid ceiling directly applied or 6-0-0 oc bracing.
WEDS 1 Row at rnidpt 2-1613-1515-15, 7-1
FORCES (a1b) - Maximum Cornpre5sionlMaxfmurn Tension
TOP CIS RD 1- =-890/282, 2-3=-51/635, 3=44,261931 t 4-5=-26/927? 5-6=-830/103, 6-7=-8
-1 =-1579/9 1 'x'
� =-1 7 , 8-9=-1 608/102,
BOT CHORD 1-17=-225/63Z 1 -17=-225/6.32, 1 -1 =--47Of7 ', 1 -1 =-36/83 1 -14=-
12-13=-69/1473,11-12=-48/1282,
14131114, 4 1 �'
__/, HT1 5=-21711131, -1 =/7 -1 =i1/48,
7-12=-1931161, 8-12=-51/398, 8 -11= 1/ -11 -41/122:
NOTES
1) Find. ASCE 7.98 9OMph; h= ftr T DL.=4. p f; B DL�4. f' Category 1j; F •
plat cr;p DOL; --133.
Penclosed, MWFIRS interior Zone; Lumber DOL; -.1.33
) T LL-. ASCE 7- 8; Pf=35.0 psf (flat roof now); EXP ; Fu]Jy FmL= 45-o-0
Unbalanc -d SnQw loads �iave been considered for this design,
4) Pro\ide a egLiate drainage to prevent water podding,
This true has been designed for a 10,0 p f bottom chord live load nanconcurrent with an
All plates are T plates unless otherwise indicated. other f« loads,
This truss requires P12te inspection ,per the Tooth Count Method when this truss is chosen for
Refer to irder� ) for true tO truss onnertions, quality� urana inspection.
) Promohanrol cmnectrorr (by othem of true to bearing piste capable �f ��'itl� joint
63 1h uplift at joint 1_ p stnd�r� CES �pllftt 1, 1 Ib uplift tjo int 1 ar
1 0) This truss is designed in accordance with the 00Ir7ter+n2tinr-3a1 e
F ir,tr. .
�t�standardI'I�TI�J 1,
Residential ad etrtl R502.11.1 and R802-�I. and referenced
LOA CASE(S) Standard
Jab
Q810702
Truss
E
1 uL r,, U F NL T -1Fr Idaho Falls, ICS &3403, ERIC J.
Qty Ply
ROOFTRUSS
Joh Referer` ti�
7.000:$- May 29 2007 MiTek Industries, Inc, Wed Aug 22 13;04:35 2007 Page -T-1
14-1-
7-2-0 54-7 5-6-3
8x1 0
5�-
SX5= 04
4
35-5-0
-4-7 4-3-8.
2x4 I . 8X8
!11
4 -7 -
Scale z 1;67.7
Plate Offsets
): [1; Edga,0- -14
is 17 16 15 14 13 `i
11 10'1.5A LI 3x4 = c _ 5x5 _ 3x8
4x8 3x4 3 A XB
14-10-8 15-
-2
1 2-'1
0-4-4 5-0-3
25-9-1
' I
4-7
3.0-8-8,0-1-121, x':0 -4-'10,E g l
LII` (p
TOLL 35.0 SPACING 2-0-0 CSI DEFL in Jnr) IMPH Lid
(Root Snow- 5,0) Plate Increase '1.1
T C L 8.0 Lumber Increase 1.15
L L Fo , j p Stress I n r YES
BDL 8.0 Code 1200TPi0.2
�. _ I'
LUMBER
TOP TFL 2 4 SPF 1650F 1,5E AEct*
T22:Fo,2
ESOT CHORD 2 X 4 SPF 1650F 1,51E
WEBS 2 4 P F 1650F 1,5E *Except*
1 2 4 PF- Stud/Std, W 5 2 X 4 PF- Stud/Std
2 PF- Stud/Std, 8 2 SPF- Stud/Std
2 4 S P F- Stud/Std.. 2 4 P- Stud/Std
',4 2 X 4 SPF- Stud/Std
� 1 1
T 0,93
B 0,59
WB 0.90
(Matrix) i
RFA TI N (J i'srza) 1-55�Mech�anica�, 10=11 1.��� echanrcal, 16=2399/0-5-8
MaxHor. 171 (L 7)
lVl2 Uplift1=- (L , 10=-110(L ), 1 ^-1 (L
iv1@ Gree 1=7 5(L 2), 101 2(L ), 1 =2 (L 1
r I�LAl�ERPS'
Vert(TL) -0.30 1-18 >624 180 MT20 169/123
Horz(TL) 0.03 10 n/a n/a
W ight:211 Ib
BRACING
TOFF CHORD Structurai wood sheathing dire tlly appJl d, except end verticals,
BOTCHORD ORD Rigid ceiling directly applied or 6-o-0 oc bracing, Except:
1U--0 ee bracing: 1I=12,10-11.
WEBS I Row at mJdpt 5-14, 6 -12, 7-12, 8 -10 , 4-16, -1
FORCES (lb) - fvlax mu Irl Com pros i0 n/M@ irr1 u rn Tension
TOP H PD 1-2=-9-86/40, 2-3=-23/518, -4=01483, 4-5-64,01127 P 5-6=- 122/1 -7=-12
9- t 0= - 29 7147
BOT CHORD 1-1 =-103/725, 17-18=-1 03/725, 16-17=-344/631 15-1 =-408162, 14-1 =-408.162 13-14=-36/B40.
11-12=-44/1204, 10-11=-7711069
6 1 1;-,
WE BS 2-18=0/306, 2-17=-11 1/160, 17 O/ 42, -14=-137311 r-12=-69/9716-12=-
8-11=�-214, -1 =�1 41 4r 4�1 �-1 �-��1 � s� =-- a2111 , 7-12=-11 �', =-54/1695
111 1107, 4-1 =-~129/1705
DOTES
1) iridgy ASCE 7-9B; mph; h=2 ft, `CDL=4. p f; B P L=4. p�f Category II; EXP ; rl l"o da MWFIBS interior zone; L
plate rip D L=1.33. Lumber L L-1.
2) TOLL-. ASCE 7-98a Pf=. .0 Psf (fl@t rOOf Snow); Exp ; Sheltersd
Unbalanced snow I-oads have been considered for this design.
4) Pro%ode adequate drainage to Prevent water ponding.
This true has been designed for a 10-0 psf bottom chord Piece load noncencurr nt with any other live
This truss requires plate inspection per the Tooth Court Method when this truss is chosen for quality .
7) Refer to girder(s) for truss to truss c n nections. � assurance � � I�sp �t�an_
Fro\Ade mechanical connection (by others) of tries to bearing plate capable of withstandIng 35 lb u JJft
1 ih up I ii�tt at joint 1 � at ani rtt 1, 1 1 0 f uplift at jc)ir1t 10 and
This truss is designed in accordance with the 2003 liriternational Residential Code sectio
R502-1 1.1 and R802.10,2 and referenced
standard ANSUTPI1.
LOAD ,E() Standard
Joh Truss 5 Trus
T
ypei
0810702 E13 ROOF TRUSS
STOCK I f P NEI T -IF, Idaho F l'i , 0 83403, ERIC 1
-0-0
;. 15-5-8
MOM
Ply
1
Job Rfereri tti �r��1 _
7. GOO s May 29 2007 MiTek Industries, 1ric. fed Aug 22 13:04:36 2007 Page 1
7-5-8 1-5-0 6-1-8 -1-
5x1 0
1.5X4 10 5X8 ._
6x6 :,- 4 5
0
5--0
40-- --
-- 1--
ce = 1'70,5
4x12 17 16
4X4 3x4
�- 8-0-0 15-5-8 16-10,8 3- - i -1
Plate Offsets �- l •Ed 0-3-14 ,4-:10-5-0,�-1- :0-4-0 -1-1 t-.3-�11,Fd e
LOADING (pso
in
Ic
I/defl
Lld
PLATES ISIP
ING
SPAC0
-
CSI
(Roof Snow=35.0)
240
POT2.0 169/123
15
TC 0.95
T��L
.�
Lumber Increase1:1
Har(TL)
B 0.0
BOLL
0.
Stress Ir r
E
WEA 0,93
B DL
8,0
Code fF 003ITP1. 00(Matrix)
Weight-, 172 lb
LUMBER
TOP CHORD 2 X 4 SIT 1650E 1, 'E *Excepts
T1 2 X 4 SPF 21 OOF 1.8E
BOT CHORD 2 X 4 SPF 165OF 1.5E
VVEBS 2 X 4 SPF -S SPF-SStud/Std 'kExcept*
4 SPF 1650F 1,5E, W2 2 X 4 SPF 1650F 1.5E
f4 2 X 4 SPF 1650 F 1_5E, VV6 2 X 4 SFE 1650E 1.5E
W6 2 X 4 SPF 1650F 1,5E
REACTIONS (Ib/s[ze) 1= 1 M h nIuaC, 16=2289/0-5-8, =1 X04/0-5-
Max Hort 1=13L 7)
MaxUpliiftl =- 0(L 7), 16=-1 1 (L ), =-14 L 3)
Max Gray 1=(L ), 1=(L )k 8 =1(L 3)
34-- I 4 --
--
--
I �
C3
REEL
in
Ic
I/defl
Lld
PLATES ISIP
Vert(LL)
-0.22
1-17
>820
240
POT2.0 169/123
Vert(TL)
-01.36
1-17
>502
180
Har(TL)
0.06
8
n/a
r`a
Weight-, 172 lb
BRACING
T P CHORD Structural wood sheat1iing directly applied.
BOT CHORD Rigid ceiling directly applied or 4-0-10 oc bracing- Except -
1 Row at m [d pt 3-1
WEBS 1 Row at rnIdpt 4-14,6-13
FOR 0b) - Maximum Compres-sion/Maximum Tension:
TOP CHORD 1-2=-1 29 /57, 2-3=-31/722, 3-4=-36/113) 4-5-1557/148, 5-6=- 1557/1 46-7-z-2237/138,_ r114, -
9-0/107
BOT CHORD 1-17,_1015/96"1; 16-17=-1 6/36, 15-16=-2928/153, -15 -2333 , 14-15=-486/1154 13-14=:-67/125 1 -1 =-1 �
867
11-1 =-48/2529, 10-11 -W.-481252-9, -10=48/2529 I 1
W E BS -17=--213/200, 15-17=- 133/1063, -15=-144111 t 3-14=-52/1870, 4-14=-1743/1 75-13=-916/131,
� , � 1= ���1 X17,
-13=-420/44, 6-12;--0/466, 7-12=-749/93, 7-1 -0/1 94
MOTES
1) W[n.d; ASCE - 8; 0mph; h= ; T DL=4.3psf; B L=4.3psf; Category 11, Exp C, enclosed; MWFRS interior zone, Lumber[)011_�1_33
plate grip COOL=1.33.
TOLL: A3GE 7-98; Pf= 5.O p f (flat roof snow); Exp C, Fully Exp,
3) Unbalanced snow loads have been Gonsid r d for this design.
4) This truss has been designed for greater of min roof live load of 16.0 ps,f or 2.00 times fiat roof load of 35.E . t on overhangs
with other live loads -
5)
� non -concurrent
Provide adequate drainage to ,prevent water ponding.
This truss has been designed for a 10. 0 p f bottom chord live load no nconcurrent with any other live roads.
7) This truss requires plate inspection ,per the, Tooth Count Method when this truss is chosen f r quality assurance 'inspection.
Defer to girder(s) for truss to truss connections_
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 0 Ib. .
1 4 lb uplift at joint .
��lif�t �t ��int l , 11 [� �p�ifit �t ��ir�t � ���
1 ) Yhls truss is desig ned in accordeince with the 2003 Int rn2tiOnal Resid ntial Code sections 8502, �1 1,1 and I 02.1().2 _fid referenced
standar,d IJP] 1.
LOAD CASE(S) Standard
l INO]
Truss
0810702 I F7
1 USN kJUMI-JN tN r -df , Idaho Fails, ID 83403, Ell J.
0
ME
Truss Type
ROOF TRUSS
--
Qty Ply a R E BU R I R ELIJ J(I D) I
Job Reference (o tl ona,l
7.000 s Nby 29 2007ilii l dutri , Inc- ' d 13:04:37 2007 Page `1
18-10-8 23- - -1-8 .-33-3-8 40-0-0 41-
6-Y
- 0 4- 4-1-, 6-2-0 6-8-8 1-5-0
R4
4 5
4x12 �_- is 15
4X4 —
3A II
P I ate Off s etsyY;
_1.1.0-4-,0-1-Ed ,0.0-
,
LOADING (psf
a
TOLL_ _0 SPACING --0
(Roof now= . 0) Plates lncrea e 1-1
T I L 8,0 Lumber Increase 1-1
BC
LL A Rep Stress Incr YES
BCDL 8.0 Code 1 003/TP1 0
--0
CSI
DEFL
in
Ooc)
ildefl
L/d
TC 0,97
Vert(LL) L)
_0.23
1-16
>799240
B C 0-71Vert(TL)
-0,37
1-16
>493
180
D 0,95
HorzJL)
0.06
8r
'
r
fl2tri�c) I
LUMBER Fl
TSP CHORD 2 X 4 SPF 21GOF 1,8E *Except* TOP H ORD
T3 2 X 4 SPF 1650F 1..5E. T4 2 X 4 SPF 165OF 1,5F BOTCHORD
E T H RD 2 X 4 SIF 1650F 1 .5rr_-
WEBS 2 X4 SPF 165OF 1.5E }Except' WEBS
W1 2 X 4 PF- Stud/Std, VV5 2 X 4 PF -S Stud/Std
5 2 X 4 P F -S Stud/Std, W7 2 X 4 SPF -S SPF-SStu d/Std
W8 2 X 4 PF- Stud/Std
REACTIONS(lb/size) 1=577/Mechanical, 15=2345/0-5-8i =12820- -8
Max Horz 1=14(L 7)
Max pliftl =- 7(L 7)t 15=-1 8(L ), =-1 51(L S
le
PLATES
MT20
Weight-, 171 lb
RIP
169/123
Structural wood sheathing directly applied,
Rigid ceiling directly ppii ed or 4-2-3 oc braiire _ Except:
1 Row at midpt -14
1 ROW 2t midpt 7-1
FORCES (ib) - Maximum CompressjoivlmaximLim Tension
TOP CHORD 1-2--1238/167, 2-3z---34/808, -4--415/84, 4-5:t;-353179, 5-6=-14821131, 6-7=-1839/113,7-8=-2855/130,8-!9=0/107
BOT CHORD1_1i5=-1 17/912,15-116=-6141� 14-1 =-2849/1 , 3-14=-2279/ , 13--14=-67211 12-13-0/1099 3,
1 Q-11= - W 63 P 8-10=-20/2363
%IEBS 2-i6=-188/221 r 14,-16=-140/1003, -14=-1479/1 , -13=- '1725,4-13;----299/30, -13:_- 2
7-12--10141124, 7-1 0=0/221
MOTES
1Wind.- ASCE 7-98- m ht h= ; fi C L.= p f- B L=4. p. f, Category ll; Exp; enclosed; MWFI int rlar zone, Lumber
plate grip DOL=1..�-1.
TOLL: A5GE 7-98; P#35.0 p f (flat roof snow); Exp ; Fully Exp_
3
. -
3 Unbalancedsnow loads have been considered for this design -
4) This truss has been designed for greeter of min roof live load of 16.0 p f or 2.00 tires flat roof load off o n. ovr -
with other live Joad . � � ��n � non -concurrent
Provide adequate drainage to prevent water ponding,
This truss has been designed for a 10.0 p f botturn chord dive load non on urre.nt with any other live loads.
This truss requires plate inspection per the Tooth Count Method when thIs
truss is chosen for quality assurance inspection.
8) Refer to girders) for truss to true cannections,
Provide m han[cal connection (by others) of truss to be2rin Iatea able of withstanding 3�
p � Ib uplift atjoint 1, 138 ]b uplift at joint 1 and1 1 lb uplift at joint 8.
1') This truss is designed in accordance -th the 2003 International Residential Gude sections 85,02.11,1
and Rw2.10.2 and referenced
standard ANSITPI I -
LOAD CASE(S) Standard
Jets �, T
Q810702 JE8
STOCK COMPONENTS -F, Idaho Falk, ID &3A03, ERIC J,
I russ T ype
FBF TRUSS
8-0-0 3
1 ---
w - f. .
--
--
6x6
--
WO
4 5
'.Job R.eference pti.on f
7. 000 s May 29 2007 M1 -Tek [ndustries, Inc, Wed a 13-04;39
32-3-8 40-0-0
Sc8ie 1-70-5
4x8 = 15 14
6x6 _
Flats offsets (X Y). r1.
LOADING ( pf)
TOLL 35.O
(Roof now= .0)
T DL 8.0
BOLL 0.
BCDL 8.0
4A
1-0-0-030-04
3x4
2.0-10-8
-1 -
--
--- -- 4-- 7--
,[2.0-5--G.,0-3-4L-,L5-.0-6-4,0-2-.g], 1 -o- 0-0-114]
SPACING -0-
Folates Jn rea e 1.1
Lumber Jnr a e 1.15
Rep Stress l n r YES
Code 11TPI0
LUMBER
TOP CHORD 2 X 4 SPF 210OF 1,8E *Except*
T3 2 X 4 SPF 165OF I - 5E
130T l- ORD 2 X 4 SPF 1 5O F 1_ E
VVFBS 2 X 4 SIF 1650E 1,5E *Excepts
WEDGE ' +' 1 2 X 4 PF- Stud/Std, W 8 2 X 4 PF--Stud/Std
Left: 2 X 6 DF No.2
1
D E F L
in (f o)
I/d efl
Ld
TC 1.00
Vert(LL)
_0.25 1-15
>733
240
BC 0.90
Vert(TQ
-0.39 1-15
>467
180
B O.96
Horz(TL)
0.08 7
a
rV
(Matrix)
REACTIONS (Ibi ize) 1= 61 /Mec h ni al, 14=2283/0-5-817=130610-5-8
MaxI--1 rz 1=157(L 7)
MaxUpli1"t1=_ (L 7), 14=-15 (L 7), 7=-1 0(L 8 )
Max G rav 1= 1044(L ), 14= 8 (L ), 7=1 04(L )
BRACING
TOP CHORD
BOT CHORD
PLATES
MT0
Weight'. 175 1b
Structural wood sheath -Ing directly applied_
frigid coiling directly applied or 4-2-10 oc bracing.
FORCES (1b) = I a. lmuM Compress [on/Maxirnum Tension
TOP CHORD 1-2=-1 420 , 273=-39/6667 .-4=-755/117, 4-5=-11 87/1 ,;5-6=-1545/1 0}-7=-2781 01148 7- = /�
T CHORD 1-1 =-11411061, 14-15=-7r� F 13-14=-2801 /1 013-13=-2112/1431 - ;_ � 1 ��
�'
-10=-27/2280, 7-9=-27/2280
WEBS 2 -15= -248/202,13. -15= -137/1167,2 -13=-1487/154,13-12=0/1499,4-12=-893/35,4-11=-6811049, 5-11=-2141119:
-11=-1.255/1 4, -=0!290
NOTES
Wind- AE 7-98, mph; h=25ft3 T CDL =4.8p fr 13 I L=4.8 psf; Category 11; Exp Q enclosed;,�M)PJ FAinterior zone: Lum bsr �L—
� ,plate grip DL1 _ .3,
T L L : ASCE 7-98; Pf=35.0 P f (flat roof snow) Exp ; Fully Exp.; L= 45-0-0
Unbal2 n ed snow loads have been r,.onsidered for this design.
ign.
4 This truss has been designed fOr greater of min roof lave load of 16.0 p f or 2.00 tires flat rOOf 1.02d of 35.0 f on overhangs
with other live Iod_ non -concurrent
Prom'de adequate drainage to prevent water ponding.
6) This truss has been d esig ned for a 10.0 p 1' bottom chord live load nonconcurrent with any other live loads.
This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance ins e tion_
J r t ird r s) for truss to truss connections- �
Provide mechanical conneLction (by others) of truss to bearing plateaable of vrith t2ndin 4
1 0 ib uplift at joint 7_
p b uplift at joint 1, 1 I Uplift t joint 14 @rrd
10) This ,,.russ is designed in 2ccordance with the 2003 lnt r n tion l Residential Code sections R502-1 1.1 and 8802.10.2 .rid ref
standard Ali 11TP1 1,referenced
LOAD CASE( to rid 2 rd
GRED
1691123
Ln
It4
I�
1
i Job
Fru.
I Q8 1 0702 E
STOCK COMPONENTS -IF, Idaho Falls, ICS 83403, ERI J_
ri
-0-
11-6-3
5-5-
1:-
-- 1
Trus Type
ROOF TRUSS
i
1--
--1
4X6
4
2--1
--1
Ply I I E E;RG/RC) -�4R' ELLJ ./(I D) F
1I
iJob Reference
p�nf
000 S Nola2 2007 MiTei, Industries, Inc
27-11-11
VVed Aug 22 13'04:39 2007 Page I
4-0-0 --
- - 1-6-0
CO16 ` 7 :_
4X4 _ ,rrti i tir z
_Platef set (? ,; 1; 0-2-2,Edge] :0- 4 , Ed
17-0-0
8-2-12
7_Q -,E eL
LOADING (psf) SPACING TOLL 35.0 --
.of noxi=, 0) Plates Increase 1,1
T DL 8.0 Lumber Increase 1.15
BELL 0,0 Rep ,stress Incr YES
BCDL 8.0 Code IJ00P12002
P
CSI DEFL
TC 0.70 Vert(LL)
0.76 V ert(TL)
B 0.88 Hor (TL)
�M t i )
LUMBER
TOP CHORD 2 X 4 ,SPF 1 650 F 1.E
BOT CHORE) 2 X 4 SPE 1650E 1.5E
WEBS 2 X 4 SPF -S Staid/Std 'Except*
3 2 X 4 SPF 16 OF 1.5E, W4 2 X 4 SPF 1650F 1.5E
2 X 4 ,SPF 1 650 F 1.5E
REACTIONS (lb/size) 1=1706/0-5-8, 7=1869/0-5-8
MaxHorz 1 -12 (L )
Max Grav 1=0L 2), 7=224(L
25-2-12
-2-12
in (Io) Idfl Ud
-0 1-12 >999 240
-0.44 1-12 >917 180
0.15 7 n/a tela
Blip
TOPCHORD
BOT IIID
4--0
PLATES GRIP
MT20 1691123
Weight_ 1 !
Structural wood sheathing direcdy applied or 2-7-9 oc purMs_
R[gid c fling directly applied Or 10-0-0 oc bracing-
FORCES
r cir-`ii -
FORCES (lb), - V21xinnum Om Pre ion/Maxam urn Tension
TOPCHORD °1-2,- 6 4Y 17, 2 =- 11 4/202, 3-4=; -2013/17.x, 4- =-201 /1 , -6=-3004'1 0, 0-7=- 1 /'1 _ .
C���10�
SOT CHORD 1-12=- 19/309T 11 -1 =-11512.326, 10-11 =-35/2302, -1 0=-35/2302 , �- �-
EBS 2-12=-670/138, -1 =- ,7 ' -11=-117411 , 4.11=-64/1225' -111=-1154114 -9z-
MOTES
1) Wind: ASCE 7-98; 0mph; h =2 ft; TCDD.=4. P f,, DL=4.8p f; Category IIF Expenclosed; F interior
plate grip DOL=1.i- ar Lumber r L= "! .
TOLL.- ASCE 7-98 Pf=35,0 p f (flat roof snow); EXP; Fully EV,
Unbalanced snow loads have been considered for thi de ig n,
4 This truss has leen designed for greater of min roof lies load Of 10.0 .p f Or 2.00 tim. flat roof load of 35.0overhangs
w th other live loads. p fi r� n r7- n erre rt
5) T.hl,5 truss has been des i!n-i for a j o.o psf bottom chord live Coad nonconcurrent with anv other live loads -
6) truss requires plate ins pe tlon per the Tooth Count Method when this truss is chosen for quafty assurance ins esti
p capable of with tand1 108 1b uplift at
rovi da rr�ehanial connection bothers)� joint 1
�t= tri t� bearing plate Ohl � � and 175 Ifs uIFft at joint 7,
This truss .I designed in accordance with the 2003 Int rnlaltl nal e identl i Code sections 502.'11.1 end � � �
t ndard NS1irTPJ 1. 2,1 .2 end r f referenced
LOAD CASE(S) Standard
J0D
Q810702
H USS
r
HF -E
runs "type
GABLE
STOCK COMPONENTS -IF, Idaho Fella, ILS 83403, ERIC J.
6
10-3-3
10-3-3
3x4--
3x4 /
15-0-0
4-8-
--
-- 1
Qty
1
Ply
REX BURGRO 1 R ELU8- GG1(V)FI
I Joh R eference (0 P tj nal)
7,000 s May 29 2007 MiTek Industries, Inc.
A
111
Wed Aug 2213°04:40 2007 Page 1
'JU �� 27 26 25 24 23 223x4
3X4
30-0-0
-0-
te Offs
is _L)�, y yw.� B' -0-`I-6 Ed gel, F 14: 0 -1 - 6., Ed ge
LOADING (pso
TSL! .� SPACING -�- � I �!EF L
PlatesIncrease1,15 T 0_0in I 1ldfL/d I PLATES
GRIP
hoof no=-0Lumber lr 1.1 � r/a n/a 999 MT20 169/123
T CL 8- .erl(TL)
refs - n/a 999
d
LL 0.0 Rep Stress Cncr YES WB 0.20 Horz(TL) 0-01 21 n1a n/
�dIF�3�T1
�� L � _ loo d (Matrl) a Weight- 196 lb
LUMBER
TOP CHORD
2 X 4 SPF
165OF
1.5E
BRACING
TOP i --I I D
BOT CHORD
2 X 4 SPF
1650F
1.:5F
BOT CHORD
OTHERS
2 X 4 SPF
1650F
1.5E *Except*
WEBS
ST3 2 X 4
SPF -S
StudiStd, ST2 2 X 4SPFa- Stud/Std
TI 2 X 4
SPF -S
Stud/Std, ST3 2 X 4 SPF- Stud/Std
ST2 2 X 4
-SPF-S
Stud/Std , ST1 2 X 4 SPF -S Stud/Std
Scale = 1 a58-5
4
Ir
Structural wood sheathing directly applied or -0-0 oe purlins -
Rig] d
urlins_Rig]d ceiling directly appl ped or 10-0-0 oo bracing,
1 Row at mid Pt 11-30, 10-31, 9-32, 7- 3, 12-28, 13-27, 1 -
REACTIONS (lb size) 1 06/3o -o -o, 1- /3O -O -O o O� 04/ 0-0-0, 31207/30-0-0, 3 = 1'76/30- -0, 3.3=187/30-0-0 34= 211130
=199/ 30-0-0, 36-211/30-0-0, 37=170/30-0-0, 28 =207J30-0-01 7-1 176130-0-0, 26= 187/30-0-0, 25-211/30-0-0,
24;1 99130-0-0, 23=211/30-0-0 F 22=1 70130--0
Max Uplittl =-118(L ), 1-59(L ), 0=-29(L ) 31:---41 (LC , =-1 L =c 4 L 34=-1
3 6 =- (L C 7), =-77(L C 7), 28 =- (L )T 26 =- L C 8), 25 =-107(L 8), 24- 7(L C 8), 23 =4 (L 8), 22 _77 L
Max G r v 1=22 7(L C 6), 21 4(L C 8)} 3 0_ 296 (L , 31-310 L =
, =308(L ), 7= 43(x, ), 28=31 (L ), - (L 3), 26=277 1-C), = 0 (L )r 4= 0(L , 3= 08(t..
), 22=248(LC
FORCES (Ib) - M@xj n urn Compress ion/ aim urn Tension
TOP H ( 1-2=-,352-/159, 2-3--298/159t 3-4=-2161151, 4- =4155/143-, =162/1 -7=-514-15-z-,-1481140.
f X141, �-�"-,��f Iq '
15-16=-59/97, 16-17;---162/897 17-18=-155166' 18-19=-160/722 1 - 0--226180, 0-21=-295/825 8-9=-3!9/126, 9-10=-39/126,
10-11---39/126, 11-1 --39/1 , 12-13=-39/126, 13-14=-39/1
BOT CHORD 1-37;---53f 1 9, 36-37=-53/199, -3 =- /199P 34-35=-53/199, 33-34=;-53/199; 32-33=-53/199, �^+.�, �0 3 }+11{���I }9
I �14r 6�� "�7 Y v1 tom,
0`-53/199, 28-29=-53f199, 27-28=-53/199. - 7i- JI!99.26-26=-53/199.24-25=-53/199,
22-23=-53/199, 21-22=-531199
EBS 11-30=-264149 5 10-31 =-278169, 9-32:;;-234/34, 7-33=-245174, S-34=-274/125, 4-35=-259/107, 3-:36--27511M 2-
12-28=-278j'55, 1 - 7=-234/9, 15-26=-245/52, 17- -- 74/1 7t 1 B-24=-259/106, 19-23--275/116, 20-22=-222-/8
NOTES
1)Wind- ASCE 7-98; 0m ph- h= ft! T DL=4-8psf B DL=4.8pf, Category 11: Exp ; enclosed; MVVFRS interior zone- Lura
ber DOL=1-33
plate grip DOL=1,33,
Truss designed for w1nd loads �n the plane �f the truss only_ For studs exposed to wind (normal t the face
End' Detail �h �, see MiT J� "r t r�d�rd Bbl
TOLL: ASCE 7-98 i f=, _0 psf (flat roof snow); Exp Q Fully Exp.
4) Unbalanced snow leads have been considered for this design.
Provide adequate drainage to prevent water pondIn .
This truss has been designed for a 10.0 p f bottom chord live load noncon urrent with any other live 102ds.
X111 p12tes are 1.5x4 MT20 unless otherwise indicated,
3 This truss requires pf to in pectic)n per tho Tooth Count Method when this truss is 0osen for
quality assurance inspection.
9) Gable requires contfnuous bottom chard bearing,
1 0) Gablestud's spaced at -0-0 oc.
Continued on page
I_L_
RIM ■J
russ
r 0810702 HF -E
STOCK COMPONENTS -IF, Idaho Falls, ID &3403, ERIC I
Truss Type
Qty Ply REXBURG/R0MRELU9-22/CG/(ID)H �
s 9
Job Reference o !ioria
7-000 S N4@y 29 2007 h4jT k Industries, Inc. Wed &g 22 1 , A0 ()07 Pan R
NOTES
1 Provide rn e&anil connection (by others) of truss to bearl' ng Plate capable ofithstr-rin-�1 1 1b � lift at
1i� uplift�� ��int � db upliftt jointT � Q fb uplift�� °�i�t � i� � I'rft �� ' F � � - joint 1, lb uplift t,joi rpt 1, Ib uplift at joint -01 41 ib uplift t j��int 1,
� ���r�t , Ib +�plaft at jolr�t 77 lb uplift at joint 37, 36 lb uplift at joint 28,, 33 ib UpJ ift 2tioint .,
10 7 Ib uplift at joint 25, 87 Ib uplift at joint 24, 96 lb uplift at joint 23 and 77 ib uplift at joint 22.
1 ) Th -Is truss is designed in accord@nce wlth the 2003 Intem ticral Fees Cd nfial Cade sections R502-11.1 2nd 8802.10,
and referenced standard fel f.�'TP1 1.
LOA AE() Standard
Job
0810702
Truss
HF -EP
AUAAI-'UNE 16 -IF, Idaho FafI , ID a3403, ERIC J,
Truss Type ON PI
GABLE
4X4
3
EX B URRII.ELL/ID) F -f
Job Reference t1onal
7.000 s May 29 2007 MI Te k In d us tri as, Ing. Wed Aug 22 13-04:40 007
IA
,�A'+ -r 1.-bA 11 1. X4 11 1 _SX4
LUMBER
TOP CHORD 2 X 4 SPF 165OF 11.5117
BOT CHORD 2 X 4 SPF 1650 F I.51E
OTHERS X 4 SPF-SStu d,lS td
-5-
--
CSS T DEFL in (Ioc)
TC 0.10Vie rt(LL) Na -
BC 0.08Vert(TL) n/a -
B 0.10 Hor(TL) 0,00
Matrix
REACTIONS (Ib/size) 1 141/ - - , =141/9- -0, 7=90/0-5- , 8� /9- - , - 26i3 9-5-9
Max Horz 1=-1 8(L )
MaxUpliftl - (L ), =-6(L 6)Y 8=-118(L ), = 117(L 8)
Max G r v I=180(L ), 5=180(L ), = 0(L 1), 8= (L ), A (L
FORCES (lb) - Nelaxi rlury Cornpr iOn./ aximum Tension
TOP CHORD 1-2=-1601K 2-3=-162J61, _4--162152, 4-5=-160180
BOT CHCRD 1-8=-26i87, 7-8=-26/87? 6-7=-26/37f 5-6=-26/87
EBS _7=-76'/0a 2-8=-3241127, 4-6=-324/126
/deal
..
n1a
LSI (psf)
T LL 3-5.oSPACING-0-0
999
n/a
n/a
(Roof��-, � �
Plates Increase
11.15
TCOL 8,0
Lumber Increase
1.15
l3CLL 0,0
Rep Stress Incir
YES
DCL 8.
d l>OOTIf 00
LUMBER
TOP CHORD 2 X 4 SPF 165OF 11.5117
BOT CHORD 2 X 4 SPF 1650 F I.51E
OTHERS X 4 SPF-SStu d,lS td
-5-
--
CSS T DEFL in (Ioc)
TC 0.10Vie rt(LL) Na -
BC 0.08Vert(TL) n/a -
B 0.10 Hor(TL) 0,00
Matrix
REACTIONS (Ib/size) 1 141/ - - , =141/9- -0, 7=90/0-5- , 8� /9- - , - 26i3 9-5-9
Max Horz 1=-1 8(L )
MaxUpliftl - (L ), =-6(L 6)Y 8=-118(L ), = 117(L 8)
Max G r v I=180(L ), 5=180(L ), = 0(L 1), 8= (L ), A (L
FORCES (lb) - Nelaxi rlury Cornpr iOn./ aximum Tension
TOP CHORD 1-2=-1601K 2-3=-162J61, _4--162152, 4-5=-160180
BOT CHCRD 1-8=-26i87, 7-8=-26/87? 6-7=-26/37f 5-6=-26/87
EBS _7=-76'/0a 2-8=-3241127, 4-6=-324/126
/deal
Ud
n1a
999
n/a
999
n/a
n/a
PLATES GRIP
MT20 169/123
Weight, Ib
BFZAC I NG-_ -
TOPCHORD Structural wood sheathing directly applied or -0-0 oc purlins.
BOT M r D id ceiling directly appi ied or 10-0-0 oc bracing,
NOTES
1) Win l: ASCE - 8; Oomph, h= 1"t; TCDL= . p f; B DL= .8p f,- Category 11, Exp Q enclosed; NRNFRS ulterior zone, L�mkrLT1.
plate grip DOL=1.33.
Truss designed for w -Ind loads In the pleas of the truss only. For studs exposed to wird normal to the face), see f iTek "Standard
G+�jJ
End Dtailu f CIE tiJ7xJJ
8) TOLL: ASCE 7-98; Pf=35,0 p f (flat roof now)- Exp t Fully Exp,
4) Unba[anced 5110W 10ads have been considered for this design.
This truss has been designed for a 10.0 p f bottom chard live load mucor urrent with any other live loads.
This truss requires plate inspection per the Tooth Count Method when this trUSS is chosen for qualityassurance inspection,
7) Gauls requires contrnuou bottom chord bearing. ri.
.)� d mechanical connection ( others) Of truss to bearing plate capable of withstanding 1'b uplift at 'oInt I Ih uplift at i
uplift at joint 8 .rid 117 1 h upi ift at joint _ p Joint 1
10) This truss is designed in accordance with the 2003 Int rn2tional Residential Code sections .x.50
. °t 1 .1 and R802.10.2 and referenced
standard i/TPI 1,
LOAD CASE(S) Standard
Page 1
1.27.1
1
Job Truss Truss Type ...
ROOFTRUSS
STOCK MP ENT -IF, idaho
Falls, ID 83403, ERIC j.
0
-1-6.0-
1-.
1-6-0
1--
ctty
t' Ply N EXBIJI i lVIREL /(1D) I
I
i
Job ferens ���
7M0 s M8y 29 2W7 MiTekrnd'ustries, Inc_ Wad Aug 22 13:04:41 2007 Page 1
1-11-d11
LOADING (PSO TOLL 3 .E I I -� ] L I n (Io0 i/deft Ud
Roof k now=35.0) Plates Increase 1.15 TC 0,38 ert(LL) -0,00 2 >999 240
T IDL 8.0 a Lumber Incre2se 1.15 BC 0.03 'pert TL -0_00 -4 >999 180
eC
LL 0, Rep Stress Ir�cr 2 0.00 Horz(TL) -0.00 3 n/a n/a
CSL 8,0 bode II ° 03ITTP] l' 2tri
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 1650F 1,5E
REACTIONS (lb/size) 2=29410-5-8,4=15/Mechanic-al, 3=22_1Mechaniic@J
Max Hor = 3(L 7)
MaxUplift. =- 1(L 7), =49 (L
Max rav=44(L , 4.=3(L )T 3=33�1_)
FORCES (I) i.r-rlum orn pre s io n/Max1mu m Tension
TOP CHORD 1- 2 =QJ105, 2 -3=-1
BOT CHCRID -4=0/0
NOTES
PLATES
MT20
r
Weight: 7 lb
FLIP
1971144
BRACING
TOP CHORD Structural wood sheathi ng d i rectly applied or I - 11--11 oc purlins.
BOT CHOR.D . I id ceiling directlydirect[y applied or 10-0-0 oc brad rig.
1) Wind- ASCE 7-98; 90mph, h= ft, T DL=4. 8P f; BCDL=4.8p f, Category 11!; Exp ; enclosed; MWFRS interior orie; Lumber D I_=1.
33
plate grip DOL -1,33.
TOLL: ASCE -98; Pf=35.0 psf (fiat roof now); Exp ; Fully Exp,
Unbalanced snow leads have been considered for this design..
4 This is tri has been designed for greater of rni rr roof I i e load of 16.0 p f or 2.00 t[mes flat roof load of 35.0 psf on overhangs non -concurrent
with other live loads.
This truss his herr designed fora 10.0 p f ho#tern chord lire load noneon urrent with any other live loads.
This truss r qu re plate -Inspection per the Tuoth Count Method when this true is chosen for quality assurance inspection -
7)
Refer to gird r( for true to truss connections,
Provide mechanical connection (by others) of truss to bearing plate capable a of withstanding � g 1 ]b uplift at JoIrrt 2 and 92 ]b Uplift 2t joint 3.
This truss is designed in accordance with the 2003 Internafio l l Residenfial Code sections R502.1 and R802.10.2 and refer
enced
LOAD CASE(S) ,tared@rd
Scale _ 1:7.8
° Joh TrLi-
Truss Type
-
'0810702 J2IROOF TRUSS
I
STOCKCOMPONENTS--IF, Idaho Fails, ID X03, ERIC J, .Job f r r� tio.r4
7.000 s Nby 29 2007 Mi Tek Ind u trie , Inc. VVed Aug 22 13-04:4120-07 Page 1
L OAD I N435 (psf)
TOLL 35.0
(.hoof r a v= _ )
TCC) L .
BOLL 0.
. CDL &0
LVEF:
TOP CHORD
BOT CHORD
6.00 T2 -
3
4PF
2X4 PF
SPACING 2-0-4
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code 1RC2003lTPI2002
16 OF 1-5E
165OF 1.5E
CSI
TG 0,47
BC 0.11
B x}.00
(Matrix)
R EACTI ON S (Ib/ 1ze) 3=112-'Mechani 1, 2m 37510- 5-8, 4--=30/Mec hanlicaf
Max Harz 2=8L 7)
Max plift=4(L ), 2=-(L 7)
Max G r2V 3 =172(L C 2). 2 =562 L 2, 4= 6 7(L 4
FORCES (lb) - M@ imam Compression/Maximum Tension
TOP CHORD 1-2=0/10 7, - =-140/60
BOT CHORD -4=/
MOTES
I EFL
Vert(LL)
Vert(TL)
Hor(TL)
131
3-11-11
3-11-11
4
in
(JOG)
f/d fl
Lid i PLATES GRIP
-0-01
2-4
>999
240 MT20 197/144
-0.00
3
n1a
n1a
Weight: 12 lb
BRACING
T P H RD
BOT H ID
Structural woodsheathing directly applied or -11 -11 PI�Jrtie1.
J .I id ceilin g directly appi ied ar I -o-0 oc brae i 11 g-
1) Wind: ASCE 7-98, 90mph, h =2 ft; T DL=4,8p f; I3DL=4. f; 2t gory lfr Exp ; enclosed, `1= interior
plate. grip DC)L=�1. n�Lumber L=1.
2) TCL -L. ASCE 7-98; Pf=35,O p f (flat roof $nova)- Exp C; Fully Ex
p.
n bal2nced snow.102ds have been on i
derd fir this design,
4) This truss has been designed for greater of min roof IIve load of 16.0 p f or 2.00 times flat roof Io2d of 35.0
f onrhnnon-concurrent
with other live Ic2d.
This truss has been designed for a 10.0 psf bottom chord live ]cad nonconcurrent with any other Nve loads.
This truss requires plate inspection per the Tooth Count Method when this truss is
7) Refer to girder(s) for truss tO truss onnertion chosenr IntassuranceDnp #� ,
Pro'Ade meth nicaI connection (by Others) of truss to bearInga ,late able of withstanding � � 43 ib uplift atjoint , nd 86 lb upfft at joint 2.
This truss is designed In accordance with the 2003 International Residential Code sections R502.1 1.
standard NS1 TPJ1 R802,10,2 r� referenced
LOAD CASE(S) Standard
Scale = 1:I i_G
Job Truss Truss Type _—
0810702 J3ROOF TRUSS 1
J.
L
STOCK COMPONENTS -IF, Idaho Falls, 10 83403' ERIC J
Ply FLEXRG FSClVlRELL' - /(JD)H 1
�I
I Jc)b Refer n P-tional)
7.000 s PAay 29 2007 MiTe k In d ustrIes, Inc. Wed .Au'g 22 13,04-141 2007 Page 1
3
1
c -.Ie = 1:1.5
LUMBER
Tri CHORD
BOT CHORD
4
SPF
1650F
1,5E
4
SPF
l IE -3 o F
1.5E
i
LOADING (W)
T LL 35.0
SPACING --0
CSS
C��
�n f
F�`dfl� PLATES GRIP
(Roof no��=.�
Plates Increase 1.15
T 0.x2
Vert(LL)
Verb L�
0.06 -4
240 MT 0 +1 7� 1 44
T DL .0
Lumber Increase �1.1 �
BC 0,25
Vert(TL)
-0.13 -4
>522 180
BOLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(TL)
=0.00 3
n/a nia
DL
Code iF oo Pl oo
(Nlatrw)
Weight: 17 Ib
LUMBER
Tri CHORD
BOT CHORD
4
SPF
1650F
1,5E
4
SPF
l IE -3 o F
1.5E
REACTIONS IbI i ) = 1 'I e haniCal, 2=462/0-5-8, 4'4 /Mechanical
Max Hort =l 1L 7)
Max Uplift =- (L 7). =-81 SLC
M2XG rav 3_327(h C 2), 2 =688(L )a 4=10 (L 4)
FORCES � Ib) - Maximum Compress [on/Maxirn rim Tension
T P H D 1-2=0/107,2-3=-1891119
BOA' HFD -4=0/
°ATF
BRACING
TOP ! H ILA Structural wood sheathing directly applied or -11-11 oc purlins:
80T CHORD ig rd ceiling d[rectly applied or 10-0-0 o bracing.
1) Wind: ASCE 7-98,90mph, h= ft; T DL=4. P f; B DLz--4• p f' Category II; E ; enclosed; MVVFRS interior zone; Lum ber D OL=1.
33
plate grip DL=1.1
TCLL: ASCE 7-98; Pf=35.0 P f (fl2t roof snow); Exp ; Fully E
Unbalanced snow loads have been considered for this design,
4) This truss has been designed for greater of mire roof live load of 16.0 p f or Z00 tiros fat roof load of 35.0f
with other live roads_
p on overhangs non -concurrent
This tress has been designed for a 10.Q p f bottom chord five load non oncurr nt with any other live loads.
g p
This truss requires I�t� inspection per the Toth Count Method when this tri -is chosen for quality assurance inspection,
7) Refer to girder(s) for truss to truss connections.
Pro de mechani [ corinectlon (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 ani 81 1h opfift atjoint 2,
This truss is designed in accordance with the 2003 1ntemational Residential Code sections R502.1 1.1 and 8802.10.2 and referenced
standard ANS I/TP1 1 _
LOQ CASE(S) StandaTd
Job
_ Truss Truss Type Qty
Q81 0702 M1 IF TRU SS 10
STOCK OMP ENT -11', Idaho Falls, ID_ x3403, ERI J_
1.5x4 11
I
a
Job Referenge ( ti on a)
7.000 S klay 29 2007 MiTek Industries, Inc, 'fed Aug 22 13,04-412007 Page 1
3 -lo -8 8-0-
s
9-6-0
3_10_8
-1-
LUMBER
TOP CHORD 2 X 4 SPF 1650E 1.,5E
BCT CHORD 2 X 4 SIF 1650E 1.5E
WEBS 2 X 4 SPF -S Stud/ td
REACTIONS (lb s size)=371/ Mechan[cal, 3-561/0-5-8
Ma
- 1/0-5-
a Hm=-149(L
Max Uplift =- (L ), 3=-81 (L )
Max ra L � L ), = ( L
FORCES (1b) - Maximum Gomj)ressiorVMaxjmum Tension
TOP CHORD 1-5=-213144t 1-2=-136/72F 2-3=-703/272,3-4=0/107
BOT CHORD -=-22/511
EBS 2-5--575/110
MOTES
DEFL
ert(L L
Ve rk(T L)
H or (TQ
in
-0,19
-0.4
0.01
(10c Vd fi Ud PLATES
3-5 >4a4 240 MT20
3-5 >o '180
n/a n a
Weight: Ib
GRIP
1691123
Scale = 1:211.3
BRACING
TOP CHORD Structural wood sheathIng directly applied or 6-0-0 oc puriin , except end
verticals,
BOT CHORD Rigid ceiling directly applied or -0-0 oc bracing,
1 W lnd: ASCE 7-98; OM ph; h= ft T DL=4, p f, l3DL=4. p f; Category ]I; Exp ; enclosed; MWFRS interior zone; Lumber DOL=1.33
prate grip DOS=1.33.
T CLLR ASCE 7-98; Pf=35.D psi` (flat roof snow); Exp ; Fully Exp.
Unbalanced snow loads have been considered for this design -
4)
i n-4) Thal truss has been designed for greater of rain roof Ilive load of 16.0 p f or 2.00 times flat roof load of 35.0 p f on overhangs non -concurrent
with other live loads.
5) This truss has been designed fa r a 10.0 psf bottom cho rd live load non on urrent with any other live loads,
This truss required plate inspection per the Tooth Counit Method when this truss is chosen for quslity assurance inspection -
7) Refer to sr i r(s) for truss to truss connections-
8)
Pro de mechanical connection (by others) of truss to .hearing plate capable of withstanding 58 Ih uplift at joint 5and 81 Ib uplift at joint s
This truss i designed in accordance with the 200 Intern t[ona.l Residential Code sections 1 502.,11,1 and R802.10. and referenced
�
standard AN31C 7PI I _
LOAD CASE(S) Standard
--
_
Plate OffsffLs LXYJ-L30-2-10,0-1-81
LOADING (psf)0
TALL
I�II�
�-0
(Roof ��ow=35,
Plates Incre
1,15
TC 0.47
T L r
Lumber Increase
1.15�
2C 0.4
BOLL 0.101
hep Stress Incr
YES
WB 0.32
BCDL 8.0
Code IRC2003qP12002
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 1650E 1.,5E
BCT CHORD 2 X 4 SIF 1650E 1.5E
WEBS 2 X 4 SPF -S Stud/ td
REACTIONS (lb s size)=371/ Mechan[cal, 3-561/0-5-8
Ma
- 1/0-5-
a Hm=-149(L
Max Uplift =- (L ), 3=-81 (L )
Max ra L � L ), = ( L
FORCES (1b) - Maximum Gomj)ressiorVMaxjmum Tension
TOP CHORD 1-5=-213144t 1-2=-136/72F 2-3=-703/272,3-4=0/107
BOT CHORD -=-22/511
EBS 2-5--575/110
MOTES
DEFL
ert(L L
Ve rk(T L)
H or (TQ
in
-0,19
-0.4
0.01
(10c Vd fi Ud PLATES
3-5 >4a4 240 MT20
3-5 >o '180
n/a n a
Weight: Ib
GRIP
1691123
Scale = 1:211.3
BRACING
TOP CHORD Structural wood sheathIng directly applied or 6-0-0 oc puriin , except end
verticals,
BOT CHORD Rigid ceiling directly applied or -0-0 oc bracing,
1 W lnd: ASCE 7-98; OM ph; h= ft T DL=4, p f, l3DL=4. p f; Category ]I; Exp ; enclosed; MWFRS interior zone; Lumber DOL=1.33
prate grip DOS=1.33.
T CLLR ASCE 7-98; Pf=35.D psi` (flat roof snow); Exp ; Fully Exp.
Unbalanced snow loads have been considered for this design -
4)
i n-4) Thal truss has been designed for greater of rain roof Ilive load of 16.0 p f or 2.00 times flat roof load of 35.0 p f on overhangs non -concurrent
with other live loads.
5) This truss has been designed fa r a 10.0 psf bottom cho rd live load non on urrent with any other live loads,
This truss required plate inspection per the Tooth Counit Method when this truss is chosen for quslity assurance inspection -
7) Refer to sr i r(s) for truss to truss connections-
8)
Pro de mechanical connection (by others) of truss to .hearing plate capable of withstanding 58 Ih uplift at joint 5and 81 Ib uplift at joint s
This truss i designed in accordance with the 200 Intern t[ona.l Residential Code sections 1 502.,11,1 and R802.10. and referenced
�
standard AN31C 7PI I _
LOAD CASE(S) Standard
Job
Truss
0810702 M2
STOCK COMPONENTS -IF, Idaho Fall, ICS 83403,AFI J.
I
Tress Type
I QtY TPly _'FR_E:_X_F3U�RG/R0MRt 2-_2�CG/(ID)H
r -
ROOF TRUSS
Jots Reference (opt i o.r�� I I
7..000 s May 29 2GO7 bliTek Industries, Inc, Wed Aug 2213.04:41 2007 Page 1
1_15-
•,
--
L1o;
d
1.5X4 11
5
--
Plate Offsets
LIi_7 pf)
TIL 35.0
(Roof Snow= -o)
TCIDL 8.0
f3LL 0,0
BDL 8.0
LUMBER
TOP CHORD
+ T H RD
EB
SPACING 2-0-0
Plates Incre2se 1,15
Lumber Increase 1,1
Rep Stress Incr- YES.
Code IF20171-P120
4SPF 165OF 1,51E
4 SPF 165OF 1,5E
2 X 4 SPP -S Stud/Std
REACTIONS (1b/size) 6=371/Mechanical, 2.z56110-5-8
M@
.56110- -
M@ Hotz 2=1 9(L 7)
MaxLJpJ ift =- 8(L 7), i- 1(L 7)
Max ra T (L ), = (L �
a
7--
i�0-2-10
1
T 0.47
DAF L
rtLL)
•n
-0.02
(loc)
7
1/d fl
Lid PLATES GRIP
I
BC 0,16
Vert(TL)-0-03
9
240 MT20 169/123
0.35
H o (TL)
0.02
6
n/a
n1a
(matrix)
-
I Weight, 32 lb
FORCES (1b) - Maximum Om pression/Maxim arm Tension
T 1I CHORD 1-2=01107,2-3=-787/0,3-4--968/32,4-5=-112/61.,5-6=-180/35
BOT HD- =-47/57 , 7- -z-50/617, -7_-95/808
VVEBS B 3 -8= -239/54p:3 -7=:-54/295P 4-7=0/2951 - =- 4/10
BRACING
T P Cly RD
BOTCHORD
Scale = 1:21,4
Structural wood sheathing direCtly applied Or -0-0 0C purlins, except end
Vert1I,
Rigid ceiling d1rectly 2pplied or -0-0 oc bracing,
NOTES
1irld: ASCE -98- .33
rrh; hLft; TL=f;.i 1`;t II'
plate grip COOL=1,33. C; enclosed-, 1��1= interior Lumber =�1
2) T °LL' ASCE 7-98, Pf=35.0 p f (flat roof snow),, Exp ; Full E
Unbafariced snow loads have been cOn id red for this
�� This truss �s ��n �1� o�� for r��t r desig,r�,
of rn in roof I ive load of �I B.0 Psf Or 2.00 tial e flat rOOf I Cad of . � f on c)v rl�
with other Jive loads. p anis n n-nourret
This truss has been designed for a 10.0 psf bottom chord live load non one
urrent with any other liars loads -
6)
This truss requires plate inspe t[on per the Tooth fount Method when this: truss i
7) Refer to irdcr( ) Poi- tru$,5 t0 tfU6 G� nneCtiQns. ��� �r3 ��r �u���f, � �vanc in; }pcc ioP I_
) Rrc-�4de rnehar~,JaC connectlon (by others) of truss to bearingI�.t �
� pabCe of withstanding 58 ib uplift at joint B end 8 1 ib
uplift at �
oint ,) Thistruss i designed in 2ccordance with the200 lrtrational idrtial osti r 12."1.1 end F .1 rref r rdstandard l IfTP[ 1. .
LOAD CASE(S) Standard
Job Truss T I—S �Type
Q810702
MONO TRUSS
L
STOCK COMPONENTS -IF, Idaho Fails, 1[) moo ' EFT` J.
sm
-1-
i � k
0
I
Job Reference (optional)
T000 s May 29 2007 MiTek Industries, Inc.
M M,
Wed Aug 22 13'04:412007 Page I
1.5x4 J 1,
4
I
4
Scale = 1:21A
-0—
Plot Offsets (X-,Yl-_L2._0-2-1 4 --
-1 .
_
LOADING (pso
TOLL 35,0 PAIN -o-o � 1 D � n
Hate Increase 1,1 � Fn f fl L I/deld FOLATES GRIP
TCD L 8,0 Lumber Increase 1.15 BC 0.46
Vert(LL) -0.1 484 240
I LL 0_0 Rep Stress Ing r YES 0 i
BCDL Code IRC2003/-FP12002 0-32 H0(TL) o.ol 5 n/a rtes
8-0 (Matrix)
LUMBIER JWeight-, 29 lb
TOP CIS D SPP 16:50F 1.
BOT1��� TOP FSI Structural wood sheathingirf
y applied Or 6-D-0 oc purlins, except end
VVE B S 2 X 4 SPF -S Stud/Std vertio f .
BOT CHORD Rig-ld Ceiling directly applied or -0- o br n
E TI N (lb/size) e)2=56110-5-8, 5 371/Mec gni al �.
I
Max H orz 2 =1 (L C 7)
MaX UPlif =-81(L ), =- 8(L. )
Max ry=L , =(L
FORCES iib) - M2 imam Compression/Ma imLim Tension
T P .. ORD 1-2=0/107, 2-3=-703/27, -4=-136/72, 4-5-w----213/44
BOT CH()RD 2-5=-97/511
VV EBS 3-5= - 5 75/110
OTE
I), '''°1nd: ASCE 7-.8; 0mph- f'J=5ft, TDL=-4.8 X1'4 BC0L=4. �f• Category �IJ' Exp enclosed- ��-
,interior F � `�� L�rn r� L=1-33
plat grip DOL=1,33.
TOLL. ASCE 7-98; Pf=35.0 psf (flit r0c)f now) Exp , Fully Exp,
3) Unbalanced' now loads have been on ideredd for this d p
4) This tris has been designed for grter of min rOf lige �s,r� °
load of 1 .O psf or 2.00 times fat roof load of .0 �f
r��r��� nor-concurrenits other liveload t
) This tris has been designed for a 10_0 pf bottom chord live load,
°) This truss requires r� plate in per the Tooth �r�nt Method �o��rl��r�nt with r7 other live loads.
en this truss is chosen for q Lr2lity assur:�ince i nsp(�ctio n
Refer to aarder(s) for #rrusr, to truss onnec;i'ron.
This truss i designed i
PtcmAdmechanical connection (bothers) of truss to bearingPlate capable
fwithstanding lb�pri�t t ��Irt r� lb uplift at joint -t °standard N I/TPI I_ e d� ��e nternat'oral Residential
Code sections R502-1 1 .1 and R802.10.2 and
referenced
LOAD CASE(S) Standard
Joh Truss
Trc� Te
Q810702 M4
MONO
TRUSS
StOCK
Ol I P I E T -.I F, Idaho Falls, ID 83403. EMC J_
- 1 - -
EJ
7
1-6-0
10
ter Ply E � LJ1 /_RCR.ELUi� + `
14
Lob Re rerle Opti 0[120
7.000 s M@y 29 2007 MiTek Industries, frac_d Alig 22 13.'On"42 2007 Page 1
--
--
LOADING
(ps�
TGLL
35,0
SPACING
2-0-0
(Roof no= -0 )
' Plates Increase
1.1
TCDD.
8.0 I
Lumber Increase
1.1
8 LL
0,0
Rep Stress Inor
YE
B DL
8.0
Code IRC2003ITP12002
LUMBER
TOP CHORD 2 X 4 SPF 1 650 F 1 _E
T CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF-SStud/Std
REACTIONS TION (Ib/size) 2=466/0-5-8, 4=262/0-1-8
Max Horz 2= 1 20(LC 7
Max Uplift= -(L 7), 4=-8(L r
Max Grave=4(L ), T0(L
FORCES Ib) - Maxi m um CompressiOrVM@Ximum Tens lon
TOP HCR 1-2=01107,2-3=-192/121, _4=-3.35/65
BOT CHORD 2-4=0/0
MOTES
CSI
TC 0.76
E3C 0,25
WB 0.0
(matrix)
.11
Def L in
Vert(LL) -0.05
Vert(TL) -012
Horz(7L) 0.00
BRACING
T P H ORD
BOT CHORD
floc) I/defl L/d PLATES GRIP
- 240 MT20 169/123
-4 >7 180
n/a n/a
C Wi'hl : 19 1b
Structural, wood :s heathi ng directly applied or -0-0 oc purlins,
Rigid ceiling directly 2pplied or 10-0--0 oo bracing -
1
ind: ASCE -fir 0mph; h=ft; TU=pf; BCDL=.8pf; Category II,f E p� enclosed, M int r«r r_
L L-1 _plate grip OOL=1.3,
TOLL: ASCE 7-98; Pf=35.0 psf (flat roof snow)- - E ' Pull
Epp
Unbalanced snow loads have been considered for this design.
4) This truSS has been desined for grater of min 1-00f I Ive load Of 1 s� �r .�� tfrr�
with other live loads_ p es fl2t rood load of �i.0 psf on ovrhr`M�s non -concurrent
This truss has been delved for a 10.0 p f bottam chord live load n nconcurrent
w1t141 any other live loads,
This truss requires plate
Inspection per the Tooth Count Method when this tFuss is chosen for quafty assurance inspectiC)n.Bearfng at joint(s) 4 considersparallel to gr2ln v2lue using ANSI/ -FPI 1 angle t� �r�lfformula, Building ��i�r�r ���ul� verify
f�aite�bear ng surface,
Provide mechanical connectlon (by others) of truss to barinq Oate at joint(s) 4.
Provide mechanical conn�ection (b' others) of truss to bearing plate capable o withstanding
10) This truss i designed in accordance with the 2003 Int rr�ational Residential � � Id �rplift �t ���r�t �r7 lb uplift t jDin ..
t r� l -d ANSI/TPJ i l o s�e tiC) b0 ,11 _ �1 rid , `� _ rid r f r loped
LOAD GASES) Standard
G21e =; 1: 17.1
except end