HomeMy WebLinkAboutTRUSS SPECS - 07-00542 - 313 Jill Dr - New SFRFRANKLIN TRUSS
T
515 WEST MAIN ST Vr
J E 10 83338 FRANKLIN POCATELLO
Phone: (208)324-8161 Fax-, (205)324-6973
-No-
Project-, BJock
Model. Lot No:
Contact� Sate; Office:
Deliver To.
N2me:
KARTCHNER HOMES
Phone-,
MEADOWBROOK
F2 X -p'
Tentative Defive[y Date-,--
Prmfile:
Qty: Truss Id.
i
3
N
1�
Al
Uq
W
A
C1
C10
C11
CCt
.4
C3
In
fl -
I
I
C6
C7
W
C9
20 1 EA
3 1 EJ2
4 HF
2 I HRI
96 lbs. each
97 lbs. each
94 lbs,. each
36 lbs. each
Span.- Truss Type- pitch
LOH
-� DeliUe�
Job Number:
Page:
I
List
;l3 .s
i11-
5-8_
122-7-8 i'GABLE I
6.00 .0-0-0.
0-00
22 - 7 - 8 ROOF TRUSS 6.00 12-0-0
0.00
6- 11 111
7 - pJ F TRUSS 6.00 2-0-0 0 - 0 - 0
0.00
112
11 -0-8 :GABLE 6.00 10-0-0X0.0-0
+'/}7J e
Kartcliner
14 - 3 - 15 c 7 - 2 - 8
25-4-8 ! ROOF TRUSS 6.00 .2-0-0
119 tbs. each
31 -2-8 ROOF TRUSS 6.00 0-0-0 2 -o -o
b, each 0.00
31-4-0 ROOF TRUSS
6.00 2-0-0 .2 -o -o
1471bs.each
3-- 15 C6 _'0 -0
31 -4-0 POOF T'RUSS 6.00 2-0-0 2-0-0
147 Jbs. each 3,00
c7-2-8
25-4-8 ROOF TRUSS 6.00. 2-0-0 .'0_o_0
126lbs. each A 0,00
6-3-15 c7-2-8
128lbs.each 25-4-8 ROOFTRUSS 6.00 2-0-0 0_C)_0
7-3-15, c7-2-8
25-4.8 ROOF TRUSS 6.00 2-0-0 0 - C) - 0
133 lb -s- each
1 Row Lat Brace 0.00
c7-2-8
o .:ROOFTRUSS 6.00 2-0-0 0 -o -O
1 8 Ib . 4 I 0.00.
9-1-15 c 7 - 2 - 8
25-4-8 ROOF TRUSS 6.00 0-0-0 2-0-0
126 lbs. each 1 Row L S ra c e;' O�00 J
31 -4-0 LROOFTRUSS 6.00 2 0 -0 2.0.0
141Ike s.each
3.00
4-3-15
31-2-8 ROOFTRUSS 6.00 10-0-0 2-0-0
160 lbs. each 2X4/2X6 0.00
5-3-15
31 -2-8 ROOF TRU 6.00 y 0 - 0 -D
12-0-0
128lbs.each
0.00
4-3-15:
6. 0.0 MOND TRUSS 6.00 2 - o - a 0-0-0
124 lbs., each f 0_00
USS 0
r
6-0-0 ROOFTR 6.00 2-0- :0 -0-o to
L=
28lbs.each
72lbs.each 9 7 0 GABLE 13.42 0-0-0 0-0-0
2 Rows Lat Brace om OP.T (17 11
14 - 3 - 7 i3X I-
8 ROOFTRUSS 4.2412-9-15 0-0-0
38lbs.each C). 00 .....
FRANKLIN TRUSS
S'!5 WEST MAIN ST
JEROME., ID 8333$
Phone: (208)324-8161 Fax: (208)324-6973
Project: Block No:
Modei: Lot No:
contact _ Sife,'_ _ j Office:
Name: I I
Phone:
Fax -
Tentative
ax:Ttat v D I ive r Rtp,
To.
FRANKLIN POCATELLO
--d
Deliver To:
KAT HOMES
e
EWBI
AMMON
Delivery- Li-stJob Number:
--
Page: 2
Date: 04-24-2007 - 9:17:37 RM
Project ID: 0426KH
Account No:
Designer:
Salesperson:
Quote Number-,
303490627
BOB WHILLOCK
H
w
FjobT-mss . ,S Type
10426KH IAS �;�LE
i FRANKLIN BUILDING 5UPPLY, JEFt0ME, fid. 83338
11-3-12
11-3-12
1
l
CD
1
3X5
t
2x4 a i E3 2x4 ! I
Ply --
--i-- Job Reference o tior�l
6.400 s Aug 1 2006 MiTek industries, Inc. Tue fpr 24 09:11 : Pa ��1
-7-
r
SCale= 1,39.91
Kife-0 22-7-8
X�y): :0--sets
LOADING 11
(psi
TOLL
35.0
F 2X4 11 2X4 ' I 2x4 1, 2x4 11
2x4 11'
3x5
2x4 i ,
Kife-0 22-7-8
X�y): :0--sets
LOADING 11
(psi
TOLL
35.0
T DL
8.0
w B ,LL
0.
BCDL
8.0
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1,15
Rep Stress I n r NO
Code I I 0 [TP 12002
,LUMBER
TOP CHORD 2 X 4 DF No.1 &Btr
BOT CHORD 2 X 4[ F No.I&Btr
OTHERS 2 X 4 DFStud/Std
f
REACTIONS
U
C5f
]EFL
TC 0.17
Vert(LL)
BC 0.10
Veit(TL)
WB 0.07
Harz(TL)
(Matrix)
2x4 1!
i
in 1 c Ild fl L/d PLATES GRIP
999 N MT. 220/195
n1 - n/a 999
0.00 11 n/a n1a
BRACING
TOPCHORD
BT HICK
Weight: 97 J b
Structural wood sheathing directly applied Or 6-0-OOG pUrlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1
(Ib/size) 1-I / -7T , 11=166/22-7-81 1 =194/22- -- 18=222/22-7-8r - -
12=379122-7-8
{] F20=379/22-7-8, 16=194/22-7-8f 1 =222122,-7- 13=133/22-7-8
MaxHorz 1- 7(load case )Max UPliftl =-I I (load case 6). 17=-16(load case 1
a
18=-85(load case ), 4(Jad case r 0--1 Ed case F1
I , 1 _-�=-1 (load case
case 1), 1 = (rc d case ), �I W1 (lo d case 1), 12=379 J d case , 1 = foad
FORCES 1b) - Maximum Compr ion I xi mu rn. Tension
TOP CHORD 1-2=-120/56p 2-3=-87/53, 3-4=-67R5; 4-5=-721106, -
_y�'995 ---, 8-9=-67/435 9-1 0=-87121)
BOTCHORD 1-20=0/110o 19-20=01110, 18-19=0/110, 17-18-01110, 16-17=0/110, 15-16=0/11()
12-13-0/1101 11-12=0/110 P 14-15-0/110p 13-14=0/110t
WEBS 5-17;-_-1621369 4-18=-186/103p
18'x-186/1031 3-19--126166 { 143 7} "
10-12=-291/1433 9-13=-126/651
MOTES
1 Unbalanced roof live loads h2 e been considered for this design.
DL-- . p f; Category It; Exp a
nciose , MVV
.I able end
��a��tleverlefand right exposed end rti 1 1
Tr a p �L��� r� L=1.plate grip DL=1.33.e the plane of the truss only. For rrble End n t il'' Banal
to the face)' .see ISI iT "Standard
) This. truss has been designed for a 10.0f bottom tochord lig load nnconcufrent with any other live load.
TIS fry �o�!ireplate inspection per the Tooth Count Method when this6) tri � hen for quality u ren inption,
Gable requires continuous bottom chord bearing.
7) Gable studs spaced at 2-0�O oc.
8) Provide mechantal connection (by others) Of ss to be2ring plate Capable ofwithstanding
1 Ib uplift at joint 1 8, Ib uplift t joint 19, 12.8 Ib Ii � ��I �i r� uplift �� joint 1, 1 � Uplift t joint ��nta l� ift t ��t 1 uplift at joint 1 2nd 1
t joint � .p1Ift
9) This truss is desIgned in accordance with the 2003 l rpt r
natona referenced standard ANSI/TPI � IResidential di J and J . � 0. and.
.
I-OAD CASE(S) Standard
jflb 1 Truss
0426KH A2
F-rVIN Nei IN b SILL € U 1. PP[_ , JE E, 1D. 83-338
5-11-
Type
i JF TRUSS
-4- 1
Oty 1 PI
3 I 1
.'1
Job Reference (optiopaj) _
6.400 s Aug 1 2006 Wek I nd u series, Inc.
16-8-6
5-4-
--
-- 1
Tue Apr 24 09 -11:292007 Page I
22-7-8
4--
5-11-2
Scale 1.44.3
4x6
4
3x5
3x5
LOADING(psf}
in Occ)
TCLL
35,0
TCDL
8.0
BALL
0.0
BCDL
8.0
SPACING z -o -o
Plates Increase 1.15
� Lumber Increase 1.15
Rep Stress Jncr YDS
Code lRC2003I7P12002
.IBE
TOP CHORD 2 X 4 DE lo.1Btr
BOT CHORD 2 X 4 DF No.1 [3tr
WEBS 2 X 4 DF Stud/Std
esf
TC 0.36
BC 0.29
WB 0.26
(Matrix)
RE,ACTIONS(Jb/size) 2=1329/0-3-8p 6=1329/0-3Max -8
f =-14 10 d case
Max Pi if =- (load case ), = (Io d case )
DEFL
in Occ)
Ild
d
Vert(LL)
}0.08 8-1a
>999
360
Ft(TL)
-017 -10
>999
180
Hor (TL)
0.05 6
n/a
rola
BRACING
TOE CHORD
BOT H RD
--
7_A_1 1
�
FETE
MT20
Weight: 98 Ib
GRIP
2120/
tru tur f wood sheathing directly 2ppli or 4-64 oc purlins.
Rigid ceil-Ing directly awli d or 10-0-0 cc bracing.
FORCES 1- Maximum Compression/Maximum Tension
TOP CHORD 1- �0 , - =-1943/309 04 ..1679/309 4-5=-1679/3095 f309 T _
BOTCHORD -IOma-284116261 -10=-1071 11 , - -1071111 -
162/1626
p 119/582 r 4-8= - 12 0/5 82 P 5 - 8 =-439/21
NOTES
1) Unbalanced roof live ioads have been considered for thidesign
Wind: 7-- mp�; h�25ft} T DL=4. Of. +
J ; DL=4. p f; Category I1, Exp - enclosed; F gable end zone -cantilever
.
l and right exposed' end vertcal left rd right exposed,- Lumb r D Thi truss din for 1fttn id It 1d rononurrert with ny other li Joad..This true requires pil.ate inspection per the Tooth Ccunt Method when this truss Is hon for quality assurance
inspection.
Ie� tio
r.) Provide mechanical connection (bothers) of fru t bearingplate If ih t dira Uplift t joint d
uplift
it jo,nt
6) This truss is dined in accordance with the 00International Residenti21
LOAD CAS E() Standard
f
I
Truss Ty p e
Qty Ply
0426KH A3 JF TRUSS
4
r
FRANKLIN BUILDINUPFL',Bi , ID. 83338
co
1
r
1. - Job Reference tiona�
6.400 s Aug 1 2006 MiTek Industries, Inc.
d
Tue Apr 24 0911:30 2007 Page
�- 22_7_8
--1 5-11-2
Scale - 1 :4
3x5 3x5 3x5 _
7-8-11
_- -11
It . -,-- - _ ---1
LOADING (psi SPACING 2-0-0
TLL 35.0 Plates Increase 1.15 TC 0.36
T D L 8.0 Lumber Increase 1.15 B. 0.41
LL 0.0 Rep Stress Inr YES VVB 0.28
EL 8.0 Code iRC2003frPI2002 (Matrix)
LUMBER
TOP CHORD 2 X 4 DF No.1&9tr
BOT CHORD 2 X 4 DF o,1Btr
VVEBS 2 X 4 DF Stud/Std
REACTIONS (ib/ iz 6=113010-3-8 P 2=1339/0-3-8
Max Herz =1 0(ioad Case
Max Up lit =- 0 lad case ), =-323 load case
14-10-13
DEFL
in loo
I/d fi
Lld
Vert(LL)
-0,09 6-7
>999
360
Vert(TL)
--0. 0 -7
>999
180
H r (TL)
0.05 6
n1a
n1
BRACING
TOP CHORD
BOT ISD
FORCES (ib) - Maximum Compression/Maximum T nsto n
T P H 1-2=0/78o2-3=-1962/312,3-4=-1698/31114-5=-17341349- =�
20001351
BOTCHORD a 11 1 0, 7-=41 27,1 l ' -=-244/1 687
VVEBS 3-9=-439/212r 4-9=-1 19/581 14-7=-1 57/63 i 5-7=-467/23.2
-7-
7--1 1
3x5-
PLATE
TO
Weight: 95 1b
GRIP
220/195
Structural wood sheathing directly applied or 4-4-1 pc purlins. J
Rigid ceiling directly applied or 10-0-0 oc bracing. �
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE - mph' h=25ft; TSL=4. — .
p to B D L 4. p t; Category 1 I Exp , enclosed; MVVFRS gable end zone,
left and right exposed ; end iai I and right exposed, Lumber DL= zone, cantilever
� This trusshas, been designed for 1 � plat r�� [� L= � .
.0 p f bottom chord live load nonconcurrent with any other Jive Ioa fs.
4 This trine requires plate inspect«on per the Tooth Court Method when this truss
is chosen for quallty assurance inspection -
5)
Provide rehnial connection (by others) f truss to bearing pint ap�bJ �f withstanding 1b uplift at��.
r� �� Ib ���i�at joint
This truss is designed in accordance with the 00International Residential Code sectionsR502.1 1.1 and R802,10.2 and
referenced standard ANSIITPI 1 .
LOAD CASE() Standard
Job Tf—us S
0426 KH �Bl
FRANKLIN BUILDING SUPPLY, JEROMET ID. 83338
--4
--4
T
Y
1 �
C>
I
C3
2x4s-
� J
I ---q -.,...
2x4 11
Pl t Offsets Xy):
bPAUINU 2-0-0
Plates Increase 1.15
Lumber Increase 1.1
Rep Stress Inor NO
Code I J 0 ITP[ 0
LUMBER
TOB CHORD 2 X 4 DF No.1 &Btr
BOT CHORD 2 X 4 DF NoA&Btr
OTHERS 2 X 4 CSF Stud/Std
3LE
2x4 1, r
CSI
TC m
BC 0.03
VVH 0. 04
(Matrix)
3X5 —
2
11-0-8
Pl
'1-0-
Ply
�Job Refefence (optional)
r
6.400 s Aug 1 2006 Wek Indo tdes, Inc. Tue Apr 24 09,1 1 : D 2,007 Page 1
--,
Scaler1
2x4 11 2x4 ! 2 x 4 4
DEFL in (loc} Ildefi Ud
Vert(LL) nla - n/a 999
Vert(FL) nia - nla 999
Horz(Ti.) O.QO 7 nla nfa
BRACING
TOPCHORD
BOT CHORD
PLATES
MT20
GRIP
220/195
Weight, 37 Ib
i,
tru tural wood -sheathing directly applied or 6-0-o purlins
Rigid id ilia ' directly applied or 10-0-0 oc bracing. i
REACTIONS (lb/size) 1=91/11-0-8, 7=91111-0-81 10=191111-0-81 11=223111-0-82 _
Max Horz 1=44(lc d case
M2x U P11 i1ftl =-4(load case 6), 1 0=42(load case, 5), 11 =-8 0 (J oad case :5) 9=-36(load case 6) 5 8=-81 (load case 6
Max Grav I --z9l (load case 1) t 7 91 (load case 1), 10 191 (1 oad case 1) 1 =225(load case 7) 2 9z-- 191 (load case 1) p 8=225(l oad case 8)
FORCES Ib Maximum COnripresslon/Maximu Tension
TOP CHORD 1-2=-69/18,2-3--78133,-4= _
CHORD 1 � 11=0/ a 10-11=015359-10=0/531 8-9=0/531 7,- =0/53
''EBS -1 -159/64, -11=-182/941 - =,1 / a 6-8=-182/96
NOTES
1 Unbalanced .roof fire loads have been considered for this design.
fnd r� Int e� � ��� � p , t 1 l F Exp r enclosed; F gable n�1 one;cantilever
p r rti I left and right exposed; Lumber DOL=1_33 p ate grip D L�1, .
Truss Assigned for wird Cods in the plane -of the truss only, l ��r" tui
r
Gable End I etalllp posed to wand (normaJ to the face), see MiTek "Stand rd
4 This truss has been designed for a 10-0 psf boftrij chord live load r anconcu rr nt
its any other live loads.
This truss requires plate inspection per the Tooth Count Method when this truss
is hosen for quf its assurance inspection.
Gable requires continuous bottom chord b rin -
Gable studs spaced2t -0-0 o.
8) Provide mechanical con }recti an (by others) of truss to bearing plate capable
of ithsWrd i nF uplift at jo�t �1 0 Ib uplift at��i�t �� , i� uplift �t ����t and 1� ��Iefat joint . , 42 l b upJ ift at joint
) This I•uis designed in accordance with the 2003 International Residential Code sectlons R502. 11. 1 and R802.10.2 and
referenced t ndarsd ANSI/TPI 1.
LOAD CASE(S) Standard
i
TOLL
35.0
TIL
8.0
13.LL
0�
BDL
8.0
bPAUINU 2-0-0
Plates Increase 1.15
Lumber Increase 1.1
Rep Stress Inor NO
Code I J 0 ITP[ 0
LUMBER
TOB CHORD 2 X 4 DF No.1 &Btr
BOT CHORD 2 X 4 DF NoA&Btr
OTHERS 2 X 4 CSF Stud/Std
3LE
2x4 1, r
CSI
TC m
BC 0.03
VVH 0. 04
(Matrix)
3X5 —
2
11-0-8
Pl
'1-0-
Ply
�Job Refefence (optional)
r
6.400 s Aug 1 2006 Wek Indo tdes, Inc. Tue Apr 24 09,1 1 : D 2,007 Page 1
--,
Scaler1
2x4 11 2x4 ! 2 x 4 4
DEFL in (loc} Ildefi Ud
Vert(LL) nla - n/a 999
Vert(FL) nia - nla 999
Horz(Ti.) O.QO 7 nla nfa
BRACING
TOPCHORD
BOT CHORD
PLATES
MT20
GRIP
220/195
Weight, 37 Ib
i,
tru tural wood -sheathing directly applied or 6-0-o purlins
Rigid id ilia ' directly applied or 10-0-0 oc bracing. i
REACTIONS (lb/size) 1=91/11-0-8, 7=91111-0-81 10=191111-0-81 11=223111-0-82 _
Max Horz 1=44(lc d case
M2x U P11 i1ftl =-4(load case 6), 1 0=42(load case, 5), 11 =-8 0 (J oad case :5) 9=-36(load case 6) 5 8=-81 (load case 6
Max Grav I --z9l (load case 1) t 7 91 (load case 1), 10 191 (1 oad case 1) 1 =225(load case 7) 2 9z-- 191 (load case 1) p 8=225(l oad case 8)
FORCES Ib Maximum COnripresslon/Maximu Tension
TOP CHORD 1-2=-69/18,2-3--78133,-4= _
CHORD 1 � 11=0/ a 10-11=015359-10=0/531 8-9=0/531 7,- =0/53
''EBS -1 -159/64, -11=-182/941 - =,1 / a 6-8=-182/96
NOTES
1 Unbalanced .roof fire loads have been considered for this design.
fnd r� Int e� � ��� � p , t 1 l F Exp r enclosed; F gable n�1 one;cantilever
p r rti I left and right exposed; Lumber DOL=1_33 p ate grip D L�1, .
Truss Assigned for wird Cods in the plane -of the truss only, l ��r" tui
r
Gable End I etalllp posed to wand (normaJ to the face), see MiTek "Stand rd
4 This truss has been designed for a 10-0 psf boftrij chord live load r anconcu rr nt
its any other live loads.
This truss requires plate inspection per the Tooth Count Method when this truss
is hosen for quf its assurance inspection.
Gable requires continuous bottom chord b rin -
Gable studs spaced2t -0-0 o.
8) Provide mechanical con }recti an (by others) of truss to bearing plate capable
of ithsWrd i nF uplift at jo�t �1 0 Ib uplift at��i�t �� , i� uplift �t ����t and 1� ��Iefat joint . , 42 l b upJ ift at joint
) This I•uis designed in accordance with the 2003 International Residential Code sectlons R502. 11. 1 and R802.10.2 and
referenced t ndarsd ANSI/TPI 1.
LOAD CASE(S) Standard
i
Job
T -T p -_e, Qty
i0426KH -
C, JF TRUSS
t Ja b� Reference (o tiona1
F N LI 13 ILD I :I, U PPL' , JEF I E, ICS . � � � a
6.400 s Aug 1 2006UTek Industries, Inc. Tui pr 09:11:31 2-007 Page I
1
co
.�,
CD11
I
-2-0-0 ° -0-0 11-11-10
F
0
i 13x5
5-11-10 3-6-14 -1 -
5x6
rA
3x5
WA
Scale = 1 :49.4
3x5 _
W
s
14 13 12 1
10 9
3x6 6XI 0 3x5 — c _
11-11-10
-- 5-11-10
Plate 0,ff5etLLXYh,P---7td ` -
LOADING
(psf}
TOLL
35.Q
TCQL
8.0
BGLL
0.0
BCDL
8.0
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress I n r N
bode 1 RPf00
LUMBER
TOPCHORD
2X4DFNo,l&Btr
B T CHORD
2 X 4
DF
c.1 Btr
WEBS
2 X 4
DF
Stud/Std *Except*
Coif
TC 0.76
13C 0.96
WB 0+5
(Matrix)
REACTIONS (I b/size) 2=1515/0-5-8, 11=3448/0-5-8
H orz 2=11oeal case
Max UpIFf2=4(load case , 11=-11 load case 4)
17-11-4 18 2-0 21-6-225-4-8
-11-10 0-2-12 3-4-2 -1
0-6
DEiFL in (10 )
Vert(LL) -0,1 13-14
Vert(TIL) 0.33 13-14
HorTL 0,02 11
BRACING
TOP HCS
BOT ND
3x5
.�
L/d PLATES GRI P
360 M720 220/195
180
n/
Weight: 120
Structural wood sheathing directly ap ll d or 4-0-8 or, purlins,
except end V rtiCA .
Rigid cefling directly applied or 4-9-3 oc bracing -
FORCES (
ra in -
F FSCE 1) - Maxim= OM re ion/ axi mum Tension
TOP CHORD 1-2=0[7812-3=-2418/52113-4=-14521,34415 4-5=-1451134415-6=-1451/344p
-=-11 41272
BOT CHORD2-14=-511/2037713-14=-499/1989,12-13=-1563/657P 11-12=-1563/657,
VVESS _ P 3-13=-603/2360 4-13=-274/21,016-13=-989/33571 -11 '-1 734/506,7-11 =-1510/6131f-10=-
8`10=-576/21r
NOTES
1 Unbalanced roof live loads have been considered for this design.
Wind.
E 7- 0mh � h=ft� T C�L=
P P p i=, 13DL`-4.8p f Category If; Exp , enclosed; F , gable rid zone. cantilever
left and right exposed d ; end vertical left and right exposed- Lumber DOL=1. � er
) Thistruss is r���t designed to upieta r� p [� L_ 1
���� � ceiling � �� � not � r�t�� ��r uwhere atL��tl area consideration.
Provide adequate drainage �� prevent iter ponding.
{ This truss has been designed for a 10.0 p f bottom chord live load nan con urr n
t with any ether live loads.
This true regO res plate inspection per the Tooth Court Method
thod when this truss is chosen for quality assurance inspection.7Provide nhanical connection by others)of true t h arrnpfatapable of withstanding 428 Ib u lift joint and 11
t uplift
at joint 11
8) This truss is designed in accordance with the 2003 International residential Cod
e sections R502.1 1.1 an 802. 0.2 an,
referenced standard NSITrP] 1.
Girder carries hip end with 0-0-0 right side setback, 6-0-0 left side setback and
�1 ) Hanger(s) or other connection di h --� end setback.
all be provided sufficient nt to support concentrated load 459 ih down and 1
-0- on bottomchord, The deign/itin of u1� on� l up at
connection dete�� i the repr�ibiCit f others.
11 In the LOAD CASE(S) section, loads applied to the face of the truSS ere noted as front E or ba (B).
LOAD CAS E() Standard
1 Regular: Lumber decrease =1.1 , P12te Increase=1.1
Uniform Loads (;pig
Vert: 1-3=-86, - �-4 (F=43), 2-14=-1 61 9-14_-149(F=-1
Lqo2
firmed An age
co
Job
04-26KH
Truss
ci
FRANKLIN BUILDING SUPPLY, ,lERdME, Ip. 83338
_C7AD CASE(S) Standard
Concentrated loads (Ib)
Vert: 14=-459(F)
17�3 `type
IF TRUSS
Qty Ply
s
.4Job Reference optional)
6.400s g 1 2006 MiTek Indu tri r Inc. Tire Apr 24 09,11: 07 Page
r
Job Truss-
�,.�s Type
0426KH C10 JF TRUSS
FRANKLIN BUILDING SUPPLY, JER47ME, ID. $3338
j
1
CD
t
3
aty Ply
e
Job Reference (op
6.400 s Aug 1 2,006 M[ -Tek Indu tr% _ , Inc. Tu e Apr 24 09-11-, 2007 P e
--- --1 -- 2-0-0
Scale = .
48 46
LOADING
(A5�
TCL.
35,0
TCDL
8.0
BCLL
0.0
BCQL
8.Q
9-10-8
9-10-8
It -
2x4 J j
4
2-0-0 CSE DEFT 3n NO lldefl U� PLATES
Plates Increase 1.18 TG 0.41 Verb{�L) -D.17 7-9 }999 360
Lumber Increase 1.'E5 BC p.54 Vert�TL} -0.4Q 1-73 �91fi �gp M720
Rei Stress ir�cr YDS V+JB 0.50 i �orztTL) x.11 7 n!a nla
Code 1RC2Dn3fiP12QQ2 I •K._�_--,
LUMBER
TOP CHORD X D fro.I fr
BOT CHORD X 4 LSF o,1 Btr
WEB X DF Stud/Std *Except*
DF .1 tr, X DF I . I tr
�ivtainx)
REACTIONS (Ibfsize) 1=156410-4-0, 7=177610-5-8
i Max Hort 1=-148(load case 6)
i Max Uplift';=-232(ioar� case 5), 7=-355(load case 6)
BRACING
�Nejght, 144 lb
r U�Structural wood sheathingdirectly applied Or -� --1 urfin .
BOT H D Rig[d iJin directly applied or 10-0-0 oc bracing.
GRIP
1195
FORCES (1b) � I imurnCompression/Maximum Tension
BOT CHORD 1-13=-390/2470
WEBS 12-13:::-330/24861 F 10-11--330/2486,9-10=-330/2486 , 7-_-28012434
i
OTE
1) U nbalan ed rO f live loads have been considered for this design.
f L DL . p f- Category If; Exp , enclosed; F kyle end
art; cantilever
left and right exposed; n vertical left and right exposed; Lu
drainagember DOL=1.33 plate grip DOL -1.33.
3) Provide adequate to prevent water ponding.
) This tri hbeen ink for 10. 0 pf bchord live
102r�nnor�currr�t with .�ntk�r li loads.
) This truss requireplate inspection per the TotCount �e
) Pro�ridmechanical r��ita od n tl^i� true iho�� fir ���la� �rurr� inspection.
an b others) of tru to bearing plate .Pb1 of thstan
at joint 7.
7) This true i designed in accordance with the 00International i .
al Code sections R502.1 1.1 and R802.10.2 and
referenced standard hIIITPI 1.
LOAD CASE(,)Standard,
T 1
C)
ion Truss �
0426KH ' C11
FRANKLIN 8a,11LDiNG SUP -PLY, JER(JME, ID, 833$
C)
Type
JF TRUSS
Qty
1
PIy
6.400s Aug 1 2006 MiTekIn u tries, Inc. Tue Apr 24 09:11.+332007 Page I
5-8-12 7-- 0
-- Q-_ -_
Scale 1:61 � 1
6x6
2
4x6
101
2x4 11
3x6 =
� LOADING
(psf}
TCLL
35.0
TCDL
$.p
BCLL
0.0
BCDL
8.0
—T -
SPACING z_o-o csi
. Plates increase 1.15 TC 0.60
Lumber Increase x.15 i SC 0.33
Rep Stress lncr YES WS 0.77
1 Cade IRC200311-P12002 I Matrix)
LUMBER
TDP CHORD 2 X 4 QF No. 7 &Btr
gDT CHORD 2 X 4 DF No.1&Btr
WEBS 2 X 4 i]l= Stud/Std *except*
1N3 2 X 4 DF Na.7 &Btr
REAcr]IaNs (lb/size) 13=220410-5-8, 7=1344/0-5-$
Max Horzl3=-148(load case 6)
Max Upliftl 3--616(load case 5), 7=-335(Ioad cage 6)
Max Grav 13=2204(laad case 1), 7=1394(load case 8)
■ P ! V ��%,P �
3x5 = 48 = 2x4
� DEFL
Vert(LL)
Vert(TL)
Horz(TL)
B R A C 1JN1 13111
in (loc)
-0.0710-12
-017 10-1
0.03 7
31-4-0
--1 --4
I/dff
>999
n1a
Lid
PLATES If
360 MT20 2201195
10
n/
Weight., 148 1b
IUP CHORD Structural wood sheathing directly applied of 4-4-2 apurlins.
`I- ISO D Rigidceiling directly applied or `0-
�` �� � � �ah��lra.
FORCES 1b - Maximum Compression/Maximum Tension
T0P CHORD 1-2=0177p 2-3=-545/1146F 3-4=-793/1377 4-5=-1,2151264, 5-6=-1449/240P 6-7=-20371306, 7-8=-0178
BOT CHORD 2-13m-9131596, 12-13=-988/469
WEBS F 11-12=42f720, 10.11 y-4 a -1 -134/1 7-9--13411695
1 NOTES
1 Unbalanced roof lire loads have been considered for this deli
TCDD .Op f, BCDL=4.8p f, Category 11; Exp Q enclosed, F Ieand right posed rd ertiai Ifand right ���, Lumber ��=�. pig `p DOL -1, .33. gable
end nr; cantilever
3) This trussa not designed t , u���r� ceiling ni not intended for uwhere Mata r or�rdr�ti��,_
Provide ad uate drainage to prev r,t Fater ponding.
This truss his been designed for a 10. 0 p f bottom chord five load non n ur
) This true requires ,�It ir�ptior� ,fir the Tooth Countr�r�t with any �tl��r la ��d°.
Method �.� this true is hosen for qualityassurance rn tioa�.
Providemechanical oa�tior� fhb otl�r of tri t bearing platewithstanding�
2t joint 7.IfIh uplifttint 1 an 335 lb uplift
8Ti trincewit�
the 2003 tioral Res ��denfial Code sections0. 1 1.1 and R802. 10 . rid
referenced standard ANS11TP I 1 _
LOAD CASE(S) Standard
Job _ _Truss Tyke ICity Ply
�
0426KH j C12 3F TRUSS
FRANKLIN BUILDINGSU Y, JEROME, Ili. 83338 I ` -� Job Reference o tions!
6,400 s Aug 1 2006 MiTek Industries, Inc. Tue Apr 24-09-11,34 2047 Page �
-Q-0
a-
14-0-0
6-0-1 --
--
26
-4-0 _-- 4_-6
5x1
_ 31-4-0 TO
-1- -0-
Scale .
-0-
Plate Offsets .5
LOADING
(pso
TCL
35.0
TCDL
8.0
BGLL
p,p
BCbL
8.0
LUMBER
TOP CHORD
BOT CHORD
WEBS
-NWI . f ti}r ---
5x6
10-.0-1-010-2-0-
7-6-8
.041^ r0- -
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1.15
Rep Stress In r YES
Code'IRC20031TP12002
4 BF No.1 &Btr
X4 DF 1.1Btr
F Stud/ 'td *Except*
W2 2 X 4 DF No. l & tr
7- -
1
TC O.63
BC 0.48
We 0.61
(Matrix)
REACTIONS Ib/size) 16::--222410-5-81 1 0= 1323/0-5-8
MaxHorz 1 6=1 (Io d case )
Max Upliftl =- 4 10 d case , 10'=- - I d case.
rav 1 -41oad case 1), 1 0=1 410d ca se 8j
17-4-0
DEFL
Vert(LL)
Vert TL
orz(TL)
24-8-1 1-4-0
BRACING
TOP CHORD
BOT CHORD
-0-1
-7-1
Ildefl
Lid PLATES
iCS
360 iM
>808
180
n/2
n/
I
i
Ildefl
Lid PLATES
>999
360 iM
>808
180
n/2
n/
Weight. 148 lb
GRIP
2201195
Structural wood sheathing d i redly applied or 3-4-12 oc pu rJ n .
Rigid ceikng directly applied or 6-0-0 cc bracing,
FORCES Ib - Maximum Corgi pression/Ma i m urn Tension
TOP CHORD 1-2=0/773 2-3=-548/1131,1 3-4=-1 110/1 r - �-- 95/1 , 5-6--1446/1981 - 7-8z;-3046/4235 02
8-9=-3127141 0t -1 0=-3462/503, 10-11 =0175
BOT FI C 2-16=-885/5955 15-16=-1014/4781 14-1 -0/93 13-14=0/14631 12-13=-12312500P -::Y 6
EB 3-16=-184615265 3-15--298/1855P 5-15=-704/205) -1 �-- J -14=-74 / - q
7-12=-8114641 9-12:---2551175
OTE
1 Unbalanced roaf live loads have been considered for this design.
2) Wind: ASCE 7-98, mph; h = ; TCDD= .0p f, ! ISL= . p fi; Category II; F ' enclosed; I I' FF
� a 4 gable endzone; cantilever
fk
f and right exposed end vert«aI left and right exposed- Lumber C L=1. pate rip DOLS1. .
This trussi riot d' igned to support a cei ling an d i not i ntended for use where aesthetics a re a
consideration.
Provide adequ@te drainage to prevent water ponding,
This truss has been designed for a 10. 0f bottom chard Mrd liIo@d nononcurrnt with any other live loads.
This truss requirespl2te inspection per the Tooth Count Method when this true Is chosen forual i ur2
r�r� t joir�t 10 considersp.rafll to rein valueusing � r�� inspection, �1 angle to g rai n form a la , Bui Idi ng desrgner s h ouid verify
capacity of bearing surface.
Provide�l��n.i�.f �nr�ti�r, h others) f true t� bearing It
joint � p capablef withstandingIb r�p1ifi� at joint 1 and lb u Iitt.
t joint 1 0.
This truss is designed in accordance with the 2003 International Residential Code sections
s
referenced standard SIT 11 . �I 1.1 d I d
LOAD CASE(S) St2ndard
0426KH Qty Ply
OF TRUSS ; I
FRANKLIN LII BLJILDI 1 PPL ,TD15--- Job .deference o tLfor
sem.
6.400 S Aug I
6 hl iTek Ind u stries, I
-
QTue Apr
24 09: 11:36 2007 Page I-
-2-0-0 � -0-0 12-11-10
17-114
-- 8-- _.
4-11-1
Sc;a�e� 1;49.41
�r
C3
2x4 4x8 4 =
^ -I
1
2x4
Pilate OffsetsKYL: 2:
CS I
7C 0.63
BC 0.34
W8 0.53
(Matrix)
REACTIONS (Ike/sized 2=96-0/0--5-8, 10=1787/0-5-8
Max Horz
0=1787/0- -
Horz 2=1 (load case )
Max Up'laft2;-70(Id case , 1 O=-Iod case
Max Gray 2=1008 load _ I 787(load case 1)
12-11-10
-11-1
1
DEFIL
Vert(TL)
Horz(TL)
BRACING
11
3x5
1
.2X4 I
1
-0 ---0
in (loo) I/d f l Lid
-0.07 -1 860
-0.18 -1 180
0,01 1 0 n/a n/a.
--0
• -r L k
MT20
X
4x8
''weight: 127 Ib
TP IIID Structural n htn• A F
BOT ISD
V-
220/195
0/1
�{^{'�''klI+r �jp �y jr �+'4 �"d.�ctl pp1 EO Or -4-o,�ur�IiJ�
except �� T ��YItiJh
Rigid ceiling direct[yapplied or 6-0-0 oc bracing.
FORCES (lb) -1 a irnurn Compression/Maximum Tension
TOPCHORD 1-2=0178P 2-3--1136/142, -4=-493/984-5--491/97t_ -_
BOTCHORD 2-13=-145/879t 12-13=-147/8731 11 -12 -*-616/279P 10-1,1=-616/279
WEB -1 -�'8, �� ®_�'�'� 8, 4-12=-4251172, fj �Ify ,��'"j�� t 1T�1 jf Pj , 8-® 1
36
129
7-9=A4/62
ff � -�i 1iu lyfi-1+^4iN131'i #,. 5-9--283[765 y --V�
= f I r
NOTES
1) unbalanced roof live loads have been considered for this design,
2) Wift- ASCE 7-981- 90rnph; h=25ft; ; f' Category IIExp nild.; F gable
bI
end gin•
Cantilever and right exposed end vertical left and rightexposed-,.Dumber D L=1.P8plat �ripD Lz--1.33.ThI trussis not
designed to suiprtJfli d Int intended for use where aesthetics area consJdrettd.on.
Provide adeqL12te drainage to prevent@ter ponding.
This truss has been designed for a 10.0 psf bottom chord live loadr�n�n� rr��t 1I`
th any other live loads.
6) This truss requires
plate inspection per the Tooth Count Method when this truss is chosen forqU21ityassurance inspection -
7) Pro id echani al connection (by others) of truss to b arIn plate capable .
tht�dIt joint 10. n 270 Ib Uplift 2t loint 2 and 532 1b uplift
3) Thi'truss is designed in accordance with t 2003 ° • h
�n�fr�•��J�r�l I�JntJJodtin . � 1. � �
referenced standard IITPI 1.R802.10-2
LOAD CASE(S) Standard
LOADING
[psf}
I SPACING
2-0-0
7CLL
35.0
Plates Increase
115
TCaL
`
8•0
Lumber Increase
1-15
BGLL
0.0
�
Rep Stress Incr
YES
BcDL
$,0
�
Code lRC2003fTP12002
LUMBER
Tip CHARD 2 X 4
DF No. 9&Btr
80T CHORD 2 X 4
QF No. 1&6fr
LNEBS
2 X 4
DF StudJStd
CS I
7C 0.63
BC 0.34
W8 0.53
(Matrix)
REACTIONS (Ike/sized 2=96-0/0--5-8, 10=1787/0-5-8
Max Horz
0=1787/0- -
Horz 2=1 (load case )
Max Up'laft2;-70(Id case , 1 O=-Iod case
Max Gray 2=1008 load _ I 787(load case 1)
12-11-10
-11-1
1
DEFIL
Vert(TL)
Horz(TL)
BRACING
11
3x5
1
.2X4 I
1
-0 ---0
in (loo) I/d f l Lid
-0.07 -1 860
-0.18 -1 180
0,01 1 0 n/a n/a.
--0
• -r L k
MT20
X
4x8
''weight: 127 Ib
TP IIID Structural n htn• A F
BOT ISD
V-
220/195
0/1
�{^{'�''klI+r �jp �y jr �+'4 �"d.�ctl pp1 EO Or -4-o,�ur�IiJ�
except �� T ��YItiJh
Rigid ceiling direct[yapplied or 6-0-0 oc bracing.
FORCES (lb) -1 a irnurn Compression/Maximum Tension
TOPCHORD 1-2=0178P 2-3--1136/142, -4=-493/984-5--491/97t_ -_
BOTCHORD 2-13=-145/879t 12-13=-147/8731 11 -12 -*-616/279P 10-1,1=-616/279
WEB -1 -�'8, �� ®_�'�'� 8, 4-12=-4251172, fj �Ify ,��'"j�� t 1T�1 jf Pj , 8-® 1
36
129
7-9=A4/62
ff � -�i 1iu lyfi-1+^4iN131'i #,. 5-9--283[765 y --V�
= f I r
NOTES
1) unbalanced roof live loads have been considered for this design,
2) Wift- ASCE 7-981- 90rnph; h=25ft; ; f' Category IIExp nild.; F gable
bI
end gin•
Cantilever and right exposed end vertical left and rightexposed-,.Dumber D L=1.P8plat �ripD Lz--1.33.ThI trussis not
designed to suiprtJfli d Int intended for use where aesthetics area consJdrettd.on.
Provide adeqL12te drainage to prevent@ter ponding.
This truss has been designed for a 10.0 psf bottom chord live loadr�n�n� rr��t 1I`
th any other live loads.
6) This truss requires
plate inspection per the Tooth Count Method when this truss is chosen forqU21ityassurance inspection -
7) Pro id echani al connection (by others) of truss to b arIn plate capable .
tht�dIt joint 10. n 270 Ib Uplift 2t loint 2 and 532 1b uplift
3) Thi'truss is designed in accordance with t 2003 ° • h
�n�fr�•��J�r�l I�JntJJodtin . � 1. � �
referenced standard IITPI 1.R802.10-2
LOAD CASE(S) Standard
Jab jTruss
'1 0426KH �i C3
�KANKLIN bUILDING SUPPLY, JEROME, ID. 83338
s
Type
�I @ OF TRUSS
11 1 11
=.dab Reference al
6.400 s Aug 1 2005 MiTek Industries, Inc. Tue Apr 24 09:71:37 2007 Page 1 .
e--0
5-3-410-0-0
(Eoc)
15.8-
-0-0
5-3-4
4-6-12
5-8-0
4x6 _
0
R
21-4-0
i
2l 1;49.4
.4
10-0-0
10-0-0
late 0 fr t. F Y) - [2:0�10 pqiL- 8j
LOADING - - �
T LL 35. 0 Plates Increase 1.1
TCDL 8.0 Lumber Increase 1.1
B LL 0.0 Rep Stress I n r YES
BDL 8,0 Code [RC2003/TP]2002
LUMBER
m
(Eoc)
ildefi
TOS' CHORD
2 X 4
CSF
No.1 Btr
BOT CHORD
2 X 4
CSF
No. I &Btr
WEBS
2 X 4
DFStud/Std
*Except*
Harz(TL) 0.02
10
nfa
F No.1 &Btr
4x8 3x5 U5 =
17-11-4
7-11-4
1
I 1
0-2-12 3-2-0 4 -0 -
Iu-r1l,
m
(Eoc)
ildefi
Lld
TC 0.39
Vert(LL) -0.14.
2-12
}999
360
BC 0.36
Vert(TL) -Ul
2-12
X695
184
VVg 0.62 �
Harz(TL) 0.02
10
nfa
nla
{Matrix}
BRACING
REACTIONS(Ib/sized 2=96010-5-8, 10=1787/0-5-8
Ma
0=1 7/0- -
a Hort 2=17 I rd case 4)
Max Uplift2=_ 8 load case , 1 =- (Ioa case
Max Grav 2. 1043(1 oad case a 10=1 787(load case 1)
2x4
d
.t
I PLATES GRIP
I
MT20 220/195
Weight: 129 Ib
Structural wood sheathing directla
except end verticals. y lied oc purlins,
E30T CHORD Rigid ceiling d rectly or -� c applied bracing, � g, Eft;
10-0-0 oc
rain. -1.
FORCES (fb) - Maximum rnpr lon/M@ imu Tension
TOP H 1 D 1-2=o/78, 2-3=-1,302/236, 3-4=!-873/140,4-5=-710/1705- =-1
BOT CHORD r 154'23' 1 ' 10-111-- 154/231, -1 0=_1 19111 , 8-9=-26/34
WEBS -12= 4 0/ 0o p 4 -12= -178/119t5 -12= -113/817F5 -10=-1143/3W { 6-9=-145/163P
NOTES
1 Unbalanced roof live loads have been considered for this design.
f i nda ASCE -98; 90mpb; b=; TL=} Opsf; BD L= f; ate,f C � Etc
left n right vertical a tfa IFbl zrrrtilr
exposed, cal left and right exposed, Lumber L-1. plate rip DOLL-- 1.33.
3) This true i not designed to support a ceiling and i ,got intended for use h r
4) PrOVIde GdeqU2ta drainage- to prevent watar ponciin .
This truss has been designed for a 10. 0 p f bottom chord Ii re load non concurrent 6) t witb any othef I ive loads.
This truss requires plate inspection. per the Tooth Court Method when this truss
is chosen fir quality assurance ir.p
tii
cn.
7) Provide mechanical connection (by others) of truss to bearing plate 2p b1 of withstanding 283 Ib uplift tpint n
b uplift joint 10.
8) This truss is designed in accordance with the 2003 Int rn2tion2l Residential Code sections R502,1 1.1 and R802, 10.2. and
referenced standard ANSVTP1 1.
LOAD CAS E() Standard
LO IMiLr
9911
1
Tr1j
Type igty T�p�y
0426KH IC4 JF TRUSS1
FRANKLIN �{1lLDiNG SlJPPLY, JERQME, ID. 83338 � i - � �o� deference (a EianaE
6.400 s Aug 1 2006 MiTek Industries, Inc.
r
i
CD
--
12-0-0 19-4-0
_
1
Tue Apr 24 D9:11:3--8-2 0 07 Page 1�
4
5
Scale = 1149.4
Ia
CC
1
o
p
e�
1
Hate t t
[5'0-4-010-1-151 f 4,0- -.-
LOADING
{psf}
SPACING
2-0-0
TCLL
35.0
Places Increase
1.15
TCDD
8_0
Lumber Increase
1.15
8CLL
0•0
hep Stress Incr
YES
BCDL
8.Q
Code IRC2003ITP12002
LUMBER
TOP CHORD 2 X 4 CSF Nol&Str
ESOT CHORD 2 X 4 DI' No.1 &Btr
WEBS
X 4 CSF Stud/Std *Except*
W4 2 X4DF
. 1 &Btr
--1
I1 1
3x5 = 3x5 =
17-11-4
N
3x5 = 3x5 = 4 i d 4
CSf
TG 0.81
DEFL
Vert(LL)
in {!oc}
-0.04 12
lldefl
>999
Ltd
360
BC 0,23
� Vert(TL)
-0.08 2-72
X999
ISO
Ws 0. 63
Horz(rR)
Q.(72 9
nla
nla
{Matrix}
REACTIONS ([b/size) 2=96010-5-$1 9-178710-5-8
Max Harz2=189(load case 4)
Max Upliit2=-292(Ioad case 5). 9=:-423(faad case 6)
Max GraW2=1t]62(load case 7), 9=1787(foad case 7)
25-4-8
6 -o -s
PLATES
MT2O
VVelght, 134 ]b
GRIP
220/195
1UHUHURD Structural wood sheathing directly applied or 5-5-3 oc purlins,
except end verticals,
BOT I -CORD Rigid ceiling directly applied or -0.0 oc bracing.
I FORCES 1b) - I a imum Omer on/Ma drum Tension
T03
OP CHORD 1-2-0178,2-3=-1329/21 . -7161144-5=-93/441,r* f�
RSTCHORD 2.12=-221/1069, *� � `� +� +�� I _ y-�-��+�''#7 -�����
r 11-12=-221'/1069,
1- 1 =- 1/ 1 0 94
WEBS� 1 0- 1 1=-.89/546 f 9-1 0• -89/ ` 61-'y9�`. 311
NOTES
1 Unba[anced roof rive loads have been considered for this I i
n•
) '°ind: ASCE - mph; h_, T DL= f; 13CSL= f -
left and ri at �I� niI�I
1 vertical left and right exposed- Lumber DOL, � t grip �� cantilever
3) This tri inot d esir�ed tO support a ceilingand r not int i� � � .,
) Provide adequatedrai�, e t re+��� fir � ���r� tl�t�. �r� consideration -
4)
' This truss has been designed -
e 2e
fined fOr 2 1 . W bottom hard live load non oncurr nt with any other live
) Thitri rquJr platinspectionper the Tooth Count Method loads,
Ian this t�� r !��i�il for quality assurance in �tf�r`l,
Provide mechani � on f�tf on(bytier o�'
f truss to bearing plat capable of withstanding 292 1b
at joint .uplift �t joint and 423 Ib uplift
This truss rs dingy in accordance with the 0Intrn2tron
l Residential Code section
W
referenced tan
dard AIDSIfTPI 1. R502.1 1. 1 and R8102-10.2 2nd
LCA CASE(S) Standard
Job TrussType
—
�'''���"'I JF TRUSS
DiLQING SiJPPLY, JERaME, 6Ci. 83338
T
t
I
T
- -o-
_0-
7- -
7---4
6-8-12
Qty Pi
-400 sAug1 0D ISI i industries, 1� �� p� 4 � �� 1;� � � Page1
ONS
9
17-4-0
--
lei
21-2-8
-10-
14d►,ai3
LOADING
(psf}
TCL
35.0
TCDL.
8.0
BCLL
0.0
j BCDL
8.0:
13 1
11 3X5
i 1 1
3x5 4x8
14-0-0
-
y— --1 f'I
SPACING 2.0_0
Plates Increase 1.1
Lumber Increase 1.15
Rep Stress In r YES
Code I1 0 - STP[. 0.
i U -U 1-2-8
1
l
TC 0.76 y DEFL in Jo I/d f1 L/d PLATES
Vert(LL) -0,05 2-13 >999 a JT 220/195
B 0. 81 Hor, TL) 0.02 +1
(Matrix)
LUMBER - TOP CHORD X 4 DF No.1 Btr I
NG
Scale = 1-51.51
3x5 -
00
P
180
gra
Weight. t. 138 1b
E3 OT CH 0 RD 2 X 4 DF No.1 & 13tr IUFICHORD Structural wood sheathing directly applied or 5-5-8 . url i n
except end' verticals. � a
W2 2 X 4 DF Not 1 &Bt.ri W4 2 XDFNo. 1qtr
13 T CHORD Rigid ceiling d1rectly applied or 6-0-0 cc bracing.
�
REACTIONS (Ib/slze) 2=91310-5-8, 10=1835f0-5-8
Sfax Horz 2-202(load case 4)
Max Uplift2=-290(ioad case 5), 1 0=-476(load case 6)
Max Grav 2=1434(IQad case 7), 1 (}= 1 835(1oad case 1 }
FORCES (lb) - Maximum mpr ion/maxi urn Tension
TOP CHORD 1-2=0178, 2 -3= -1237/20053 -4z ---450/17854-5=-311/22115-6=-571417F
BOT CHORD 2 -13z ---219Y979, 12-13=-219/979F 11-12=-181/270P 10-1.1=-181/270o 9-10=-1411131 t =-1 15/121 P 8-9=-1 731113
WEBS 3-13=0/279, 3-12=-812/257P
85/451, -1 =-1000123D, -10=-521/123 a -10=-47 1 , 7-9=-2051297
NOTES
1) Unbafan ed roof live loads have been considered for this design -
2) Wind: ASCE 7-98; 0rnph h= ; T L= aO� fl L� .8p f, Category II' Exp a
n to d; T I FF able rid one; cantiJever
left and right exposed ; P d vertical left and right exposed; Lumber DOL=
This trussinot designed to support a allir-r 1. ,alt grip �L��..
and i not intended tnded for use where aesthetics are a consideration.
Provide adequate drainage to prevent water ponding,
5) This truss ha been designed for
a 10,0 pf bc>tt m chard Fire load nonconcurr nt w1th any other lige loads,
This truss requires pial.e inspec bon per the Tooth Court Methocf when this truss i
Pride mechanical o�,t�cticr� (botherf tri I��n far ual�t' assurance �r��t�cn.
to bearing plate capable f nth tandin 290 lb u lift at joint
at joint 1 n I ulftt
) This truss is desi-9ned in accordance with the 2003 International Residential Code sectionsR502.1 1.1 and R802.10.2 and"
referenced standard ' I 'Pl 1.
LOAD CASE(S) Standard
Job Truss
..0426KH C6
FFRANKLIN E31JILDING SUPPLY, JEROME, ID.
Type
JF TRUSS
T_ `� -3-4
3
--1
Ply
4
-- -- - Job Reference o tional
8.400 s Aug 7 2006 MiTek indusfr�es, Inc.
-4-
-1-
Tue Apr 24 09:11,39 2007 Page 1
Scale = 1:49.61
LOADING
D FL
Vert(LL)-0.12
(psf}
TCLL
35.0
TCDL
8.0
SCLC
0.0
gcDL
8.0
L�JI NlBER --
Tip CHORD
BOTCHORD
wEss
-- 7 _
-4 -
SPACING 2_0_0 i
Abates lncre2s6 1,15
Lumber Increase 1.15
Rep Stress Incr YES
Gude IRC2403ffP12002
DF No. I &Btr
DF o.1 , tr
X 4 DF Stud/Std *Except'
DF NO.I tr, W3 2 X 4 DF o,1 Btr
1
T 0.66
D FL
Vert(LL)-0.12
in (1oc)
-
lldefl�
PLATES
TES
360
0.35
rt(TL)
-0,28 -8
>756
MT20
1
VVB 0.41
Horz TL
0.01 5
n1a
n1a
(Matrix)
VVeight, 127 1b
TI(lbi 1 -1 78710--t =960/0--
Max Harz 10=-1(dd case
MaxUpli 1 =-474(lo case , =- 4 loa case 6)
Max Grav 1 0=1 787(load case 1) F 6=1 0550-oad case
BRACING
TOP CHORD
BOTCHORD
EB
FORCES [b) - Maximum M res ion/M2 a urri Tension
TOP CH0RD 1-2=-1461145P 2-3=-82/543f 3-4=-872/298 4-5=-1032/27415-6=-1222/211
10-11=-18191163,9-10=-1991236,8-9=-199/236,6-8=-32/958
WEBS -8=-2841101 - =- - =-
i�f 1'
RIFE
2201195
tr tur l wood sheathing directly applied" or 5.2-12 urli
except end verticals.
Rigid ceifing directly applied or -0-0 or, bracing.
I Row at midpt -10
1=-222/138
'1
NOTES
1 Unb@ranted roof live loads have been consfdered for this deli
. )Wind: ASCE - Kmph� h_ ftt TSL=. Opfp IL°- �-
I and right a r at 11- grid 1= adrdzone- cantilever
T p r vertical deft and right exposed; Lumber [SOL=1. plate grip DOL=1. ,
has truss i not designed to support a tailing and i not intended! f� consideration.
�r � hr� a,th�t�are
4) This truss has been designed fora 10.0 pf Lottrr� hr livei a�
5) d noncon urr nt with n ogler lave loads.
This truss requires pJate inspection per the Tooth Count Method when
Provide rmechanical�r�nction (t>y others) of truss to sarin plat � ��I� �
t joint withstanding ! �.rlitjoint �1 n lb uplift
) This truss Is dingy in accordance with the 0International
eidental Code sectlons, I 1 -1 and R802.10.2 aid
referenced standard SNS I1TP 11.
LOAD CASES) Standard
L
Job Truss
0426KH 'C7
FRANKLIN LIBUILDING SUPPL , JE E, ID. 83338
Type - °'l
o ,
F TRUSS7
1
Job F eteren� ��_
6.400 s Aug 1 2006 MITek Industries, inc-
4-7-4
15-8-o
-7-4
4x6 11
--1
--1
-1-4 -.0-
TALL � PlatIncrease 1,15 � C�E�� �� 1�� l��fl ���
19 11-12 >999
TDL 8.0 Lumber Increase 1.15 0.74 Vert(LL) 0
BOLL .0 e Stress In r . rt(TL) -0.35 11-12 1 180
.81 Horz(TL) O21 9 n/2 n1a
B L Code I RC20 l�1 0 lmntriy) i"
LUMBER
7C3P CHQRLi
BOTCHORD
WEBS
X 4 DF Nc.1 .tr
X 4 DF 1o.l&Btr
REACTIONS Ib/size) 14-222410--, -1323/0-5-
Max H r 14=1 82(load case
Max Upliftl4=-663 (load case , = (io case
13RACING
TOIL CHORD
BOTCHORD
Tire Apr 24 09:11-40 2007 Page 1
-1-1 -0_0
Scale = 1-59.8
PLATES
MT20
''eight: 142 lb
GRIP'
2201195
Structural wood sheathing directly applied or 2-7-4 cc purlins.
Rigid ceiling directly applied or }-0 cc bracing.
FORCES ([b) - Maximumompressio / Ia i n Tension
TOP CHORD 1- =O 7a - =-562111700 F =-95, 11 ` --846/1 - - _ =
8-9=-3300/4471 -10= 0175
BOT CHORD -14=932/614, 13-14=-10561480P 1 -1 =0/98 11-12=-30012794)
WEBS 3-14=-18391524p 3-13=-3661182615-13--338/16416-13=-676/112P 6-12=-80/1462 8-12=-10241422m
8-11=01329
NOTES
1 Unbalanced roof lire loads have been considered for this design.
2) Wind: ASGE 7-98; 90mph- h=25ft; . p f B L= , p f p Category 11; Exp Q enclosed; MVVFRS gable end right zone,- can i
� rleft and right exposed; endvertical i and exposed; Lumber D L=�F alt rid �L ��.
This truss is not designed to Support a ceiling and is not intended for use where
This truss has been designed for a 10.0 p f bottom chord live load nor on u
5) This tris requires pl inspection r theT rrr�t its .� other ire loads. Method in this truss for quality surari tir.
6)Bearing at joint(s) considers pa.r f1 1 to gray value using S TPI 1 2n l t �
*tpaci of bearing surface. �� f0�rrI_i�dir�crr�r Ir�I�ifr
Provide rnhanif connetion(b,other) of truss to bearing
.t joint plate capable of tthtar���:r� Ib �plr�t f ��.'rr�t � ar, � 1 uplift
8) This truss Is designed in accordance with the 2003 International Residential
referenced standard NSI PI 1® d tiR502.1 . �l .1 ri d
LOAD CASE(S) Standard
Truss .� .ypeu
L04 2 (63 K H C8 ..).F TRUSS
I
1
F
-- 4-1-1
8X8 2x4
4
-------------
�.
Qty
I
Job Referotio�
6.400 s Aug 1 2006 MI -Tek Industries, Inc. Tue Apr 24 09:11.'42 200
7 Page
1-- _ I
4-9-2 4-9-2 4-10-1
9
2x4 11
33--
-- -0-
Scale = 1:58.01
I
00
11 5x12 WO IST 1 H
3x6
2x4
6x1 0 MT1 8 H
1
5-10-8
5-10-8
4-10-14
-- 4-10-14
Plate Offset! Xy-
-,
--2-,0-`-6,Edae1, 17'.0-56 Ed [8
:0--1 0--
J �7
LOADING
PI a
- CSE .AFL in
-L 35.0 PI t Increase I �1 ), I/�f � L/ PLATES
TCDL 8,0Lumber Increase 1.15 BC o89 Vert�TL) T (LL -0.52 1 -1 >711 F�
SCL- 220/195
0. Rep Stress 1n r J15 H 220/195
0 T1 HDL ) 1 n/Cdn/a
1
J Bbl ht +601 b
TOP CHORD 2 X 4 CSF No.1&.qtr BRACING�-
BOT CHORD 2 X 6 DF SS TOP CHORD Structu ral wood sheath ing di rectly appI i ed or 1_
-1 1 0C Pur1i n.WEBS 2 X 4 DF Stud/Std *Except* BOTCHORD Rigid ceiling lir tl applied or -11-1
o
bracing.
WEDGE W22X4DFStud, W82X4 DF Stud
Right, 2 X 4 DF Stud/Std
RE Ti Ib/size) 1=2994/0-4-0, 8=308 10-5-8
Max Horz I =-I 1 (load case
Max Uplr l=- 1 (load case 4)r _-717(V 2d case
FORGES (1b) -Mimu ompr for /Ma imam Ten
sion
TOP CHORD 1-2--5641/14041 2-3=-7352/1900, 3-4=-73511189go 7-8=-589111477, 8-9=0/84 , 6-7=-74871196 1,
BOT CHORD 1-16-,118314996t 15-16=-1171/4,95o 14-15=-2059/8221i WEBS 10-11=- 23815110, -10=-1249/51 ,
-11=-789/28 '4, -1 =-2231 1 � I 1=-
NOTES
1 Unbalanced roof iive loads have been considered for this
design. ind- ASCE 7- 3; 90mph- h= ft_T DL=4.0��� ��L=4.pf-,I f and right exposed ; end verba
2t 11; Exp ; enclosed; F
able
zone; an ir exposed; burnb r D L=1. plate grip D L=1 .33.- i t drainage to pr nt water ponding.
This truss has beern dined for a 10- 0 pf bottom chord liar
load nonconurrnt with any other live loads,All plates are MT20 plates unless Otherwise indicated,
This I truss requires Plate inspection per the Tooth CountMethod when this truss is chosen
hrfir quality a�r
� i �
ptn.) Prod mechanical connection (bother Of trussto bearing pulepabf withstanding 71 'b Uplift ����t � and 17 1
b up[ift joint
This truss is designed in accordanoe with the 2003 International a
referenced standard' `I/TPI 1,
tf ra l I nti ! ti f . 1.1 J 10.2 and
.
) Girder carries hip end with --0 rift side setback,�--
0) Hanger(s) or other or�neti'or� � l .��setback, and 6-0-0 end'setback.
e () shall b provided sufficient t support concentrated
$- �� �tt� ��r�l. Thi design/selection�t such Ioa�f(4 1b own and 148 1b p t
1 1 ) Ire ��� L � section, �r�r�t��n �I � the responsibility of Thr.
, loads applied t the face of the truss are noted as front ( F) or back py
COAG CASE(S) Standard
,.Continued on p
Job Truss
�0426KH C3
FRANKLIN BUILDING SUPPLY, —JE�ROME, ID,
LOAD CASE(S) Standard
T s Type
DF TRUSS
83338
1) Regu lar, Lumber Increase=1.1 b P I @te Increase=1.1
Uniform Loads (pl�
Vert: 1-2=-43(F=43), 2-7=-43(F=43), 7-9=-861, 1 -1 0=- 14 9(F , -- 133) 8-1 0=- 16
Concentrated Loads (1b)
Vert: 10=459H
Qty Ply
Job Reference (optionall
6.400 s Aug 1 2006 MiTek industries, Inc--. Tree Apr 24 09:11:42 200- —7Page 2
I J i -
I I Type Qty
Ply
0426KHY
F TRUSS
i
- -- s- Job Res erence
FRANKLIN lel L I PP LY, J E, ID. 8333 —
.400 s Aug 1 2006 MiTek f n d ustrie , Inc,
r
r
E
6x6 I
23-2-8
7-8
-
7-8-0
-0-0
T ue Apr 24 09:11:43 2007 Page 1
i
--0
Bale = 1.58,2
I
7-10-8
LO
-1 -
LODIN (psi
TCLL
35.0
TCDD
8.{}
BOLL
0.0
BCDL
8.0
1--
6 e
I
2x4 H
SPACING 2-0-0
Plates Increase 1.15
CS1
TC 0.67
EFL
in Oo
Il fl
L'd
Lumber Increase 1,15
Bc 0.6.5
Vert(LL)
Vert(TL)-.
7-9
>9199
l o
Rep Stress Incr YE
0-29
Her TL)
0.11 5
n/
Code I00i00
Mtri
LUMBER
TOS' CHORD 2X4DFNo.l&Btr
BOT CHORD 2 X 4 DF 1c.1Btr
WEBS 2 X 4 DF Stud/Std *Except*
W2 2 X 4 DF No.1 &Btr3W4 2 X 4 DF IBJO.I &E3tr
REACTIONS (lb/size) 1=1564/0-4-015-1776/0-5-8
Ma
=1564/0-4-0, _1776/0- -
a 'Hort I =-1 to d case
Max U plaft1=- (lead case ), 5=-3320oad case )
BRACING
TOP CHORD
BT CHORD
31-2-8
—ti*
PLATES
MT20
Wight: 128 1b
Jl
220/195
Structural wood sheathing directly applied or 2-11-5 Do purlins -
Rigid id e ilin directly applied or 10-0-0 oe br-aei n -
FORCES (lb) - Iii imu m Cert press ionl Max mu rn Tension
TOB CHORD 1-2=-28681468, 2-3z---3171/621, 3-4=-317116211 4-5=-2838/4651 7j
BOTCHD 1-11=-379/2429,
'" 1 1 =- 1 / L �,j„ 1 -+�- rrJrI'+I +�y� f{� �fjl p..4' p�.'a'.++-�y��� f.s��
- d 9-10=-382/2423,
1 1..�—�— 82 2423,, 8_9z:-33612394,7-8--z-336/2394,
9z:— `XPi 23+ 14, 7iY�®— / tiF4' 5-7=-333/2400
WEBS -11=0130 , 2-9=-267/108333-9=-72812861
89P 4-7=013Cl
i
NOTES
1 Unb l2nced roof live loads have been considered for this des' n.
left �� rightexposed, ��� er#ieel I� � � li; Exp ' enclosed, Fgable endzone, cantilever
and right exposed; Lumber COOL=1. plate grip DOL= �1. .
Provide adequate drainage to prevent water panding,
This truss has been designed for a 10.0 p f batto chord Iiv load noncon
. current ith ar� ter Ife 1a�f.
Thi truss r gLjir s plate inspection 'pr t#� Tooth Count Method when thistri
6) ss Provide r�eoi�e�i�l ��r�etier� bothers) Of �. chosen for ����� .�ur�nee inspection.j
truss to bearing plate Capably of withstanding 227 1b uplift t joint I a
t int 1 uplift
truss is deined in accordance with the 00
1nternational 1es. �dntilaf Code sections R502 1 1 , 1 end R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
co
v
Job True
` 0426 K
FRANKLIN BUILDING Ul•''PL , JERO E, ICS. 33338
-0-0
LOADING
(psi
TCLI.
35.p
TCO.
8.p
CLI..
0.0
SCDL
8,0
LUMBER
TOP CHORD
BOT H RD
WEB
REACTIONS
^1 YPe
VO TRUSS
Qty Ply
20
Job Reference o fion_
6.400 s Aug 1 2036 MiTsk Industries, inc. Tue Apr 24 09-11:43 2007 Page I
1 a,
3
SPACING 2_0_0
i Plates Increase 1.15
Lumber Increase 1.15
Rep Stress ifiCf YES
� coag IRc2003rrP12002
4 CSF No, 1 &13tr
4 DF No.1 &Btr
X 4 DF Stud/Std
ih/l =524/0-y, 4=24710--
Max Hort =14 (1 ad case 4
Max pJ ift =- (lc d case , 4=- 4 load case
FORCES (ll) - Maximum Compression/Maximum Tension
TOP CHORD 1.2=0/7-81 -=a1 32171 3-4z---202/81
130T CHORD -4=-25/33
CSI
TC 0.39
BC 0.23
B 0,00
(Matrix)
A 11
1
x
D FL in 10) Ild fl Lid PLATES GRIP
Vert(TL) -0.10 -4 >657 ISO
Hor TL 0,00 4 n/ n/
ei 4 lb
-S ca le = 1 � 18.81
220/195
BRACING
T P H J D Structural wood sheathing directly applied or 640-0 oo purlins,
except end verticaJs.
BOT HO D Rigid ceiling directfy applied or 10-0-0
TE
1) Wind: ASCE 7-8;0t1ph; h=ftp TSL=Pf L=4. f' CategOrY _ .
Exp C; enclosed; MWFRS gable end zone; cant-frjever
left and right exposed ; endvertical ieft and right exposed- Lumber D L= 1. plate grip D L=1. .
This truss has been designed for 10.0 psi ottoM her live Joan nonconcurrent with
This true requires Jtinspection per the Tooth Count Method when
this truss is chosen for quality assurance in.ptaon.
Provide rrrhnil connflon (by others) of truss to bring Its
jVr�t 4.1f withstand IIS t� rpt l h Flit t
Th itri idpi r, in accordance with the I r�trnatxor� al referencedstandard ANSI/TPI 1.
LOAD CASE(S) Standard
LOADING
TOLL,
TDt_
BOLL
BDL
(P
35,0
.0
0.
:0
LUMBER
TOFF CHORD
BOT H ORD
WEBS
T -
Y3 JEROME, ID.
JF TRUSS
SPACING -0_
Plates Increase 1*1
Lumber Increase 1.1
Rep Stress In r SES
Code IRC2003ITP12002
4 CSF No, I &13tr
X 4 DF o. I Btr
DF St ud/Std
REACTIONS 1 b/size) =524/0- -, = 47/Mechanical
Max Ho =1 load case
Max p1i =-1 9800adcase�-=--47 10 d case
6.400 s Aug
--4
Job Reference (optio
1 2006 MiTek Industries, Inc;. T e Apr 24 0 :11:44 077
318 y �- --0
-1-
DEFL ire Coo lJr4
T 0.91fl
80 0,12
B 0.06
(Matrix)
FORCES 1b - Maximum Om r i n/Ma imum Tension
T P H D 1-2=0/7812-3=.228/`6,3-4=-160/7514-5=-198/50
B T C HO R D 2-6.=-16/119 r -
'EBB -=0/139
. i•++� ruvl LIV
Vert(LL) -0.00 s ��s� 3sa
Vert(TL) -0.01 z -s >999 iso
Hort(TL) a.oa 5 raga nra
BRACING
TOFF CHORD
.LTJ
s
MT20
d
S1 = 1:18.8
RIP
220/195
Structural wood sheathing directly applied or 6-4-0 oc purlins,
except end verticals.
BOTCHORD Rigid ceiling directly applied or 10-0-0 ac bracing,
TE
1 ) Unbalanced roof I i e loads have been considered for this design,
i nd- ASCE 7.98; 0mph; h= ; T L= . O '
B L=4. p f; category 11; Exp , right enclosed; MWF
gable end �rt�
3) IrI and right ��; �� vertical If�d exposed; Lumber � L�1. p�� r�� � L=1, .Thi has been designedfor 10.0 p f bottom chord Ir
ve load non concurrent with any other
4 Thi tri requar Pl2t insptior� der th�Toth ount 1 li�v� hod.
5) Refer to girder(s) fOr truss Method �� t� truss �: �bor� �� writ' assurance inspection.
to truss connections.
. �
Provide mechanical connection (by others) of truss to bearing
I �frtt�dr^Julij intt.t Joi nt 2 and 47 1b uplift �i at
This truss is designed in accordance with the 2003I ntrnationalId
,referenced standard I IfTPI 1 t� l sections 1. r� R802-10.2 and
LOAD r
CASE(S) Standard
'Job Truss—�
�0426KH ! HF
FRANKLIN BUILDING SUPPLY, JEROME, Iq. 83338
LOADING (pso SPACING 2-0-0
T LL 35.0 Plates Increase 1.1
TCL a0 Lumber Increase 1.1
r BOLL U Rep Stress Inr YES
ESCDL 8.0 Code II 0 /TP[ 0
.LUMBER
TOS' CHORD 2 X 4 !F No.1 &Btr
a BOT CHORD 2X4 DF o.I Btr
VVEBS 2 X4 LSF NoA&Btr
OTHERS 4 DF Stud/Std *Except*
T4 2 X 4 DF No. 1 f r
Tr' - -c;
Type -_
SLE
my I Ply
14
Joh Reference (optional}
6.400 s Aug 1 2406 Mitek Industries, Inc.
3x5 11
2x4 11 6
4 III 42x4 114
CS]
DEF1-
in {loc} lfdefl
Ud
YC 0.28
Vert(LL)
nla - nla
999
BC 0.34
Vert(TL)
nla - nla
999
W8 0.12 i
Horz("fL)
0.00 7 nfa
nla
{Matrix}
BRACING
TOP CHORD
BOT CHORD
EB
Tue Apr2409:11,44 2007 Page
SLATE
TO
Weight: 73 lb
Scale = 1-62.0
IFS
220/195
Structural wood she@thing directlydi'rectly applied or -0-0 o urlin
except end
vertl . a
Rigid ceiling directly 2pplied or I0 -0-o cc bracing.
I Row at midpt - 7, '
REACTIONS Ibl i ) 1-=6519-7-0, =58/9-7 a o 11=201919-7-0 1 = - = C
Max Horz 1= 1 load case 4) P
Maxpliftl s-1 81 (load =-1 load case 4 11 z--1 54(load d case 1 =-1 570oad (load case --14 toad a
5), 8=-1 8 load et ra1X41 � 4, �� 1 �oa�o ��1� �� ���d ��, 1 SL��c�d
case 1), _0Joad •
FORCES (IIS) - Maximum Compression/Maximum Tension ad case 1)
TOP CHORD 1-2=-460/265, 2-3=-388/251, 3-4=-306/2311 4-5=-237/232t=-
`_
-4 rBOTCHORD 1-1 ,
�l2-11=-167116201,0-11 -89/1 ,-10_-5911 p ---89'1 a 7-8-z-891135
_10=-1 73/170, 4-9=-175/19315-8=-207/195
NOTES
1 Wind. ASCE 7Y98; h ftp T DL=44 Opsf, BCDL=4,,8p_sf; Category 11, Exp C'
left and rah aend veriol If r� I r�ldj l . gable end zone- cantilever
t Lur �_ . plate grip DOL=1.33.
Truss designed for wind loads in the �l�� t�:� fru only. F
t Gable End Detail rp � Muds exposed to wind (normal to the face), see MiTektnrd
) This truss been designed for a 10.0
bottom chord lave load nonconcurrent with 2ny other live loads,
This truss requires piate 1r15)
T..%. f'Iod thj truss k I �- err r�tir uou bottom chord bearin s oho fir �� iP�t � �r �o ars � tp�r�v
Gable studs spaced at -0- oo.
) Provide mechanical connecticn (by other of true to bearing
��e�t �'� � � Jb �iift �t "omit � � � Ih � Pit capable of v�ritht2r�dir�g 181 Ib upls �.t ioint 1, 1 1b � ti�'t at
1+ P1 R t joint �10r 142 [b u I ift a joint r�Tia ts is desin�' ire � '� �.� 1 I! u�l�f� joint 8.
ord2n with the 2003 International Residential Code sections 5
referenced tandard I/TF 1 1. , 1 1 .1 end I SS . �1 0. �,
LOAD CASE(S) standard
Jab . —: �' ur ss ---- 0426KH HR1
FRANKLIN BUILDING SUPPLY, JERQME, ID.
I
LOADING
(psi
TOLL
35.0
TCL
8.0
BALL
0,0
B DL
8.0
L M E
TOP CHORD
BOT CHORD
WEBS
Type
JF TRUSS
8333$----
Qty � Ply
2 I 1
s
- Tv Job Referr r
i
A0 Aug 1 2006 MiTek lndu tree , Inc.
SPACING 1-0-0
Plates Increase 1.15
Lumber Increase 115
Rep stress I nr NO
Code IRC2003fTP12002
X 4 CSF No.1 &8tr
X 4 DF c° 1 Btr
X 4 DF stud/Std
TC 0.41
i
BC 0.0
WE3 0.08
;tri
REACTIONS 1b/size) 7-;361/Mechanical, =231/0-7-1
MaX Herz =84(load case
Max Ll plif=-'10 (1 ad case , =- load case
Tue Apr 24 09'11 A 2007 P' --'age 1
5
FORCES 1b) - Maximum Compression/ la imurn Tension
TOP CHORD 1-9=0136, 2-9=0/360 2-3=-266/0: 3-4=-57/48P 4-5=-910 4-7--2191109
B T H i D2 -8= -53/231p7 -8=-53/231P6-7=010
WEBS 3-8=0/90, -7--252/44
D FL
in (Ivc)
ildefl
L!d SLATES
Vert(LL)
-0.00 8
X999
350 M720
Uert[TL}
-(}.01 7-8
X999
980
Horz(`iL)
0,00 7
nla
nla �
BRACING
TOP H OR D
BOT CHORD
Weight. 38 I
GRIP
2201195
Structural wood sheathing directly applied or 6-0-0 purlins,
except end verticals.
Rigid id i It n directly applied or 10-0-0 o bracing.
NOTES
1Wind. ASCE 7-P 0mph; h-, TSL-4.pf, BDL=4. sf� .t II� �Q
I �� ri��t �s� ' n� vertical 1Lumber� � � � enclosed; �'1�Fl.s gableend one; ntilr
eft ars right exposed; DOL=1.33 plate rip IDL=1. ,
2) This truss is not designed to support a cefling and is not intended for use where
aestheflcs areconsideration.
This truss has been designed for a 10.0 p f bottom chord live load n onconcurrent with any other
4Tl�r tri rui repIt inspectionr the Tooth u n i i �r� loads -
4) Method when this truss i chosen for quality s uran in p cticn,
Refer txrd r(s) for truss to truss connections.
6) Provide mechanical con ne#ion (by others) f truss to brin �t �
����� � p pa bd of withstand i r� 102 I bUPlrft t jai nt and I bu p! rft at
7 This truss is designed in a c Garda ce with the 2003 1 nternati ana I Residential CodectJ on .1 1 . and
referenced standard ANSI/TPI 1 z I d
In the LOAD E(s) section, loads applied to the fare of the truss are noted
LOAD CAS E() Standard
1) Regular. Lumber Increase=1.1 , Plate In r =1.1
Uniform Loads pl
'pert: 1-9=-43
Trpe.old21 Loads I
Vert- 9=43(F=43, 8=43) -to -4=-1 32(F=-45, .13=45);4=-97(F:--:-450B=45)-t0-5=-1
e
Truss
10426KH I
i
FR,4NKLf�E BLJlLE]ING SUPPLY, JERQiVIE, !�.
83338
T "TYPE
DF TRUSS
--0-0
i4 �
! Job ierenc (optional)
6.400 s Aug 1 2006 ndustri , Inc,
Tue Apr 24 0911,45 2007 Page I
I
1
LOADING (psi SPACING 2-TCLL 35.00-0 I DEFL in 0 I/dei Ud
T D L8.0 Plates Increase 1.15 TC 0,33 Ver-t(LI-) -0.00 2 >999 36 0
Lumber Increase 1.15 BC 0.03
ESC LL 0.0 Rep Stress In r YES W3 0.0 0
BCDL 8-0Code I I 0 /TP 12002
FCu'MBER
TOP CHORD
BOT CHORD
DF No.I r
CSF IdoA &Btr
REACTIONS
(Ib/size) =379/0- - ,4=15/Mechanical,�- 1/Meeh
anical
Max Her = 1 0(load case 5)
Max Plif 2 -1 (load case w 3=-21 (load case 1
Max oad case 1), = 4(load case ), = (io d case 6)
I
FORCES (lb) 2A MUM COMpression/Maximum Tension
TOP CHORD 1-2=017712-3=-86/14
BOT CHORD 2-4=0/0
BRACING
TOPCHORD
BOT ISD
I
PLATES GRIP
MT20 2201195
Weight; 9 Ib
Structural wood sheathing directly applied or 1 -'l1 -1'f ac purlins. J
Rigid ceiling directly applied or 90-0-0 cc bracing. j
'NOTES
1) Wind: ASCE 7-98,
ileft and p r vertical F D'- fp � IL -+4 ��; +�!L I 1 , Exp �.r°a I I�rlo�vd , IY+FI bI
rpt r�I right ado, cantilever
2) This truss Inas been i rr [L� �It�= .
fined for 1 . sf bottom chord five load non on �a rr nt with `
• other Rai loads.,
This tri ro���� plate inspection per the Tooth Count Method when this truss is chosen for qualityassurance inspection,
Refer to gird r(.) for truss to trussconnections. 5) Provide mechanical con nection (by others) Of truss to
�'
jointbearintcapable f itl�tr$w ]b uplift jointrauplift at
6) This truss I's designed ire accordance withthe international Resideffal Code sections I0. 11.1 end R02, 10. 2 and
referenced standard I[rm 1.
LOAD CASE(S) Standard
N
Job
0426KH
f Truss
J2
F III LI fel l f L[ 1 ..1 PL , jEROME, ICS.
.�-s, Type -� a- -
r I o
F TRUSS
frr
83338 - tonal
M T l Industries, Inc.
I
T p� 09:11:45 0 ���� �
U
Scale 1:1 . '
Lll{ _ ��
P1l - _
�.
TSL I � �.� �� _ I ��� I1P
. Lumber In r s 1.1 -. 1 0 T
0.rtL -� i 0 220/1
CLL 0. Rep Stress 1r YES I 999 1 0
cd 1 F , 00 TP1 00 I 0.00 n/a n/a
(Matrix)
I
TOP J ORD DF N .1 tr BF I
BT� I--1P� � 4 �F . ���r
TOP CHORD Stru tura) wood sheathin dire tl _ _
BST H i ��� �I�r� � � �` ��lyd r `1 � � � � ��rl�r�sk
tl
g directly a lied Or 1 � -
I
Max H�� =1 (Id case
Max pl eft=- load
Ma ra = lead case 1 , = 4 lad case 1
FORCES (Ib - Ma imur OMPr cion/Maximum �T i
T P H CS 1- = , - =-103/27 nsi�r�
BOT -=0/0
NOTES
1 'i n�: �- �r-r���a �_, TSL=. �
ft B L= . psf Category I1, Exp ; enclosed; Wl` 1
rid r��t �s� � r� �r�rtif Ift n� ri int � ��I �n� gin; �r�t'rJ�r
. ��'; L���r �L-� . eft rw� :�i1 ��
Thi torus ��s k���� dJr�� ��r 1�.� s���tt�
Thi #�� �� ��rs Its � � � Mrd I� Ind r�on�r��rr��t its � ���� I�� � �
inspe ti n per the Tooth Court ' thod where thi t�ru
t r to i rd r s) for truss to truss connections. ss is k��s n fir q��iat �ss� r� � res to on.
Pc�'��i�� ��ir�il �nr��i�n � �t�rs �f tris
taran Jt1 itit,�r��in
a�lrt � � u��ift t ��int �� 1 �� � I'
� Tl�j s �r�ss � ��si nod in �rd� r� itl� th � ��
F 0 Jnt rnation l P id nti l Code s ti ns 8602.11.E
referenced st nd rd I P J � . �r�� . � F ��
LOAD CASES) tanda rd