HomeMy WebLinkAboutTRUSS SPECS - 06-00101 - 311 Seagull Dr - New SFRJob e
`runs
Type
Q6738 AA1GF TRUSS
STOCK IP NENT _i F? Idaho Falls, 10 83403, Robin
_ - - o
--0
I
2
3
6-00112
PlateOffsets (LY
f#t� [.2.0--,1-81, [4:0-2-7,0-1-8
N _
.11
■11
3.00112
TALL
.�
SPACIN
-
(Roof ri'�.��
Plates inure
1.15
TCL
Vert(TL)
Lu r�brin�.ra
'I.
ALL
.�
p StressIvor
NO
CSL
- -- a
.0
- -
d112003/T�'12o�0
G
3
CSI
TC 0.87
B C 0.34
B 0.37
(matrix)
Qty Ply
1 I 1
• � I DDE LL -17 E, I
job, 1 el ren e �optional
6-200 S eb 11 2005 MiTek Industries, Inc, Fri Feb 24 1 0_,0 06 Page I
12-0-0
f � 1
1.5x4 11
6x6 _
11.5A 11 4
3X8
_0_
DEFL
in (!oc)
Ildef!
Lld
Vert(LL)
0.07 2-6
X999
240
Vert(TL)
-0-11 4-6
X999
1$0
Harz(TL)
0.07 4
nla
nla
LUMBER B
(
TOP CHORD 2 X4SPF 165OF 1,5E TOP CHORD
ESOT CHORD 2 X4 SPF 165OF 1,5E B
T HlD
WEBS 2 X 4 SPF Stud/Std
OTHERS 2 X 4 SPF Stud/Std
REACTIONS lb/ i) 2=786/0-5-8y 4=786/0-5-8
I Ior 2=�4(load case 7)
Max UpIIft =-12 (load case 7), 4=-1 fa d case
Max Gray 2-1021 (load case 7 4-1021 (road case
FORCES (Jb) - Maximum Compress io n/Maximum Tension
T P H D 1-2=0/136p2-3--1299/0,3-4--1299/8,4-5=0/136
BOT CHORD 2-6-0/1086,4-6-0/1086
EELS 3-6=0/61
PLATES
MT2
Weight,39 I15
2-0-D
FLIP
1x7/144
:ale = 1 :26.5
Structural wood sheathing directly applied or -4-12 oc pu r l i rl ,
Frigid ceiling directly applied or 10-0-0 oo bracing.
NOTES
1Wind- ASCE 7-98; 0mph; h --2f; T� L_4. psf; EDL_ p f; t l I � E� enclosed, MWFRS a n#rPr zone;
Lumber plate grip D L�1. .
Truss designed for grind loads in the plane of the truss only_ For Muds exposed to win (nor 21 tO the fame), Sae MiT k "Standard
Gauls Enc Deialr
.
T LL:E 7-98, Pt =35.0 p f (flat roof snow); Exp ; Fully Exp.
4 ) Unbal2nced snow loads have been considered for this design.
This truss hes been designed for greeter of min roof live load of 18.0 p f or 2.00 times flat roof load of 35.0
pf on overh2ngs
non -concurrent with other live loads.
This truss has been designed for a 10.0 p f dottonn chord live load noncan urrent ith n other live 1
Gablestuds spaced' at 2-0-0 loads.
8) Bearing at jollit(s) , 4 considers parallel to grain value using r
TP1 1 angle to grain formula. Building d[nr should verify
capacity of bearIng bearingsurface.
ProvideProvIde mechanical' coni ooti nr (by others) of true to
bearing n plate capable of withstanding andln 1Ih uplift t joint and � Ib uplift j6nt 4.
10) This truss
designed in 2CCOrdance wi fh the 2003 International Residential Code sections R502.1 1.1 and r 0 .1 . ;and
r f r nced *t ndard AN8 ITP 1 1_
LOAD GASE(S)Standard
Job I Truss
46738 IBI
STOCK
'T
��
HUN E NT -I Fr Idaho Falls, ID 83403, Robir-
--4
Type
TRUSS
1--
-_1
x6 =
4.
Qty
I
P ;' , "FSH I' DDENVALLE F EC/1- J I _ I
1
J I Reference (optional)_
- Feb 11 2005 i�l'liTek Industries, Inc'-. Fri Feb_ 4 10.07.23 2006 gage I
�_3-�01�
f 1 !
24-0-0 _ 26-0-0
6-0-0 2-(]-0
Scale= 1:46,1
L B-3-4
Plate Offsets Xw�6-O�-3-5�50-�1-1 � :0 -101E � q a a _0-4- '
L DIN (p f
TOLL 35.0 SPACING --0
(Roof S now -35.0) Plates Increase 1.1
TL�L 80
Lumber Increase 1.1
DOLL n f p rens Incr SES
1--
--4
19.'0-6-0,0-2-81
csi
Tc a.76
0
'WB 0.93
B.CDL 8.0� Code 1RC20031T}'12002 (Matrix)
LUMBER
TOP CHORD 2 X 4 SAF 1 5 F 1.5E
BOT CHORD 2 X4 SPF 1650F 1,5E
WEBS X 4 FBF Stud/Std Except*
XPF 1650E 1.5E
E TION l bls i) 2----z139810-5-8; 6z--1398/0-5-8
Max Horz 2=97(load case 7)
Max Uplift = 11 (load case 7), =-1 (load case
MaxGray �1 4 to d case , 6=1724(1-o d case
18-0-0
DFL in (foc) Udeff Lld PLATES GRIP
Vert(LL) -0.29 $-9 X963 240 N1T20 1971144
Vert{TL} -0.48 $-9 X587 1$0
Horz(TL) 0.25 6 nla nla
Weight; 94 Ib
BRACING
TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 or, bracing.
VVEBS 1 Row t m id pt -
FORCES (lb) a imum Compress ion/Maxi mum Tension
J
T CHORD 1-2=0/14212-3--2301/9513-4=-1410/11414-5z---1468/llOo5-6--4054/82,6-7=0/136
E T H OFA D 2 -10=-75/187619-10=-75/1876p8-9=-25/352416-8=-25/3526
WEBS 3-10-_0/231, 3-9=-969/935 -9_0/6637 5-9=-2644/82, 5-8=011 753
NOTE
1)Wind: ASCE 7-98; 0mph; b= ft; T DL_4. p f; BC0L-z4, p f; Category fla E . enclosed; MWFRS interior
pJate grip DOL=i,33.
TOLL= ASCE 7-98; Pf=35.0 p f (flat roof snow): Exp ; Fully Exp_
3) Unb lan d snow loads have been considered for this design,
4) This truss has been designed for greater of miry roof live load of 18.0 p f or 2.00 tires flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
This truss has been designed for a 10.0 p f bottom chord live load n an oncurr nt with any other live [oad ,
Bearing at j it 6 considers parallel to grain, value using ANSI/TPI 1 �rrr�rr
angle t� rP� formula- Building designer should verify
capacity of bearing surface_
7) Provide mechanical nnecti n (by others) of truss to bear r j nlate � . bI
.t joint .
� p e of withstand in1 l b up I eft at jol nt and 1 I b p f ift
). This truss is designed in accordance with the 2003 In,t rnationa.l F identi l Gode sections R502.1 1. 1
referenced standard I/ TPI 1.and I . and
LOAD CASE(S) Standard
CD
I'
Job
c KF TRUSSi
I Job F fern
T I PONE T� -IF. Idaho Falls, ID 83403, Robin
n�. = .(op phonal
.200- Palo I 1 20D5 VTek l nd ultra s, I n . Fri Fe b 24 10_.-0 7:23 2006 Fags I
--o
co
y
MMA
6.0c) f
S
4A
12-0-0
5-8-
---
-- 1
W2
4x8 _
4
T5 I U4
5
I
o
s i
W
4
r.
—�-� 6X6 _
LUMBER
TOP CHORD
BOTCHORD
WEBS
OTHERS
REACTIONS
2 X4 LSF 2400F 2.OE
X 4 ,SHF 165OF 1.E.
X 4 S EF Stud/Std
4 SPF Stud/ td
BFZAC I
TOFF H RD
BOT Ho D
4-- --o
--0-
4-0-
NER
PLATES
MT20
Weight: 115 I
6
A
GRIP
197/144
tru tura l wood sheathing directly appl i d or -0-0 oo purlins.
Rigid ceiling directly applied ar -0-0 oc bracing, Except:
10-0-0 ocbracing: -a--.
l 151 i o) 2=355/12,5-8, 9=1458/12-5-8t 6-547/0-5-8,12-277112-5-8p 10=1 Ill 2-5-81 11 = /1 - - r1 =1/1 - - y14-99/1 r- -
I -
ax 1-f qj iL4�zj i kioa d case o
Max UP1jft =-1 33 (load case ), 9=-39fload case , =-1 560oad case ),
Max Grav = load case 2), 9=1 8360oad r = 14(1oad case ),
14z--121 (load case
7
1, =- + 40oad
14 13 12
11
1
9
case ),
1 =44 load case 4),
11 `74(ioad case 4), +1 = (load case )a
5X8
3,00 I
18
-4
--4
-6-8
Plate OffsetsX3 .
J -o-1-11. EAgel, 6.0-0-10,Ed, Lel,
[9'.0-5-4,0-2-817
i1 -_0-1 -1 0-0-1
1 0-1 -15 -0- 1
TO
LOADING (psf)
TOLL. 35.0
SPACING -0-0
CSC
DEFL
in (10c)
I/d fl
(Roof Snow=35.0)
Elates Increase 1.15
T
0.59
`ort(LL)
0.066-8
>999
TIL 8.0
Lumber Increase 1.15
BC
0.36
rt(TL)
-0.06 -8
>999
B C L 0.0
Rep Stress Inr NO
WB
1.00
Hor (TL)
0.03 6
n/a
B [ L 8.0
Code I 00 P1200
(Matrix).
LUMBER
TOP CHORD
BOTCHORD
WEBS
OTHERS
REACTIONS
2 X4 LSF 2400F 2.OE
X 4 ,SHF 165OF 1.E.
X 4 S EF Stud/Std
4 SPF Stud/ td
BFZAC I
TOFF H RD
BOT Ho D
4-- --o
--0-
4-0-
NER
PLATES
MT20
Weight: 115 I
6
A
GRIP
197/144
tru tura l wood sheathing directly appl i d or -0-0 oo purlins.
Rigid ceiling directly applied ar -0-0 oc bracing, Except:
10-0-0 ocbracing: -a--.
l 151 i o) 2=355/12,5-8, 9=1458/12-5-8t 6-547/0-5-8,12-277112-5-8p 10=1 Ill 2-5-81 11 = /1 - - r1 =1/1 - - y14-99/1 r- -
I -
ax 1-f qj iL4�zj i kioa d case o
Max UP1jft =-1 33 (load case ), 9=-39fload case , =-1 560oad case ),
Max Grav = load case 2), 9=1 8360oad r = 14(1oad case ),
14z--121 (load case
7
1, =- + 40oad
case ),
1I -=-1 (load case
9)
1 = 40(to d
case ),
1 =44 load case 4),
11 `74(ioad case 4), +1 = (load case )a
FORCES (lb) - Maximum Compression/Maximum Tension
To P H D 1-2=01140,2-3=-257/30413-4z---100/7C8p4-5=0/926p5-6,=-558/56,6-7-0/136
BOT CHORD 2-14=-259/67, 13-14=-259/675 12-13=-259/67:o 1'1-1 --259167, 10-11=-259167, -10=-25916 8-97--0/361, 6-8=01362
'EES 3-12=-703/296, 3-9;---382/49Y 4-9=-1 0 1 4x 5-9=-1 166/68p 5-8-0/270
NOTES
1 Wind: ASCE 7-98; mph; = ft; TCD L=4. p f; B D L=4. p f; Category 11; Exp ; enclosed; F ISS interior zone' Lumber
DOL=1.33 plate grip COOL=1.33.
True designed for wind loads in the plane of the truss only, For studs exposed to wind (normal to the face), Mi
Tek End D t il„
l� � �, o 11�T) t�,n��rd
T+ LL: ASCE 7-98; Pf= �O p f (flat roof snow); Exp Q Fully Exp.
4 Unbalanced snow loads have been considered for this design.
Th -Is truss has d eery designed for greater of ruin roof live I oad of 18. 0 p f or 2. 00 ti mes flat roof Ioad of 35,0 p f on overhangs
non -concurrent with other lire Loads.
This true has been designed fur a 10.0 p f bottom chord live load nonoon urr nt with any other live loads.
All plates are 1.5x4 MT20 unless otherwise indicated.
) Gable studs spaced at 2-0-0 o.
9) Bearing at joint(s) 6 consAers Pa rarlol to grain va. Iuo usIng ANSI TPI 1 angle to grain form ul . B u i Id i ng desig ner should v
erif
ca-pacity of bearing surface.
10) Pra ide m oh ni call connection b oth r. of truss to b rig F .
� ' �I�t o����l �f withtndin 1 I� uplift �t ��il�t I� upll'ft at
joint 9, 156 lb uplift at joint 6, 264 lb uplift at jo[nt 12 and 126 Ib uplift at joint 14,.
11) Thi truss is designed in accordance with the 2003 Intern@tional Residential Code sections 8502.1 I.1 an d R802.1 0.2 and
referenced standard ANSI/TPI 1.
.LOAD CASE(S) Standard
W
C -i
Truss Tip
B2 lk-QOFTRUSS
STOCK COMPONENTS -IF, Idaho F21JS, ID 83403, Robin
I
5x1 0
—
3-4
4
l'4ob Reference o tion2l
6,200 s Feb 11 2005 MiTek Industries, Inc
Fri Feb 24 10:07:24 2046 Page 1
'. 4--0
6- 00 F,2
2
N]
44
1.5A P
5G _
7
5X10
X41
,0 1
12-5-8 w 18-0-0
P late offsets My), 1. -2-27 Ed. � a - - � �0-1-1 , -0-5- � * - _1
LOADING (pf) _
TOLL 35,0 SPACING 2-0-0 a
(Roof Snow - 35.0) Plates Increase 1,1
TCDL 8,0 Lumber Increase 1.1
BOLL 0.0 Rep Stress I n r YE
DL 8.0 Code I F 0 STP 1200
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
ESOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 S-PFStud/Std -"E pt*
W5 2 X 4 SPF `I OF 1-5E
5X8
4
6
8XI 0 _
IN m
5-'x-8 6-0-0
CS]
DEFL
in
(loc)
TC 0.76
180
Vert(LL)
-0.31
6
BC 0.87
Vert(TL)
-0.50
6-7
WB 0.90
Harz(TL)
026
5
� Mat rix)
e
REACTIONS (1b/size) 1=1201/0-5-8,5=1201/0-5-8
Max Horz 1=-71 (load case 5)
Max Uplift1=-76(laad case 7), 5--76(load case 8)
Max Grav1=1467(ioad case 2), 5-1407(Road case 3)
13GI N
TOFF CHORD
BOTCHORD
ORD
WEBS
FORCES (lb) - Maximum Compression/Max-Irnum Tension
T P H FAD 1-2_ -241 /1 , . - _-1448 "1 , -4=-1 it l y 4- =-4281 /1 7
.BOT IS D 1-8=-125/199017-8=-125/-1990,6-7=-130/3747a5-.6--131/3756
E BS 2-8-0/237P2-7=-1 0681126, 3-7=-1 21710, 4 -7z ---2853/190p 4-6--11/1909
l/d efl
Ltd
1 6
240
8
180
n/
n/a
PLATES
MT2D
j
Weight: 85 1b
'GIF
197/144
Scale 1:39.5
5
5x8 —,
Structural wood sheathing directly applied or 2-2-10 oc purlins.
Rigid id iliac directly applied or 10-0-0 oc brading,
1 Row at midpt 2-7,4-7
NOTES
1) 'rnd: ASCE 7-98; 0mph; h= ft$
T D L= . p f; EDL^4.pf; Category Exp ; enclosed; MW FR
interior zone; LumberD L=1. plate grip DOL; --1 � ,
TOLL: ASCE 7-98; Pf=.35.0 P f (flat roof snow)- Exp , Fully Exp,
Unbalanced snow loads have been considered for this design*
4) ThIs truss has been des P n d for a 10.0 psf bottom chord live load nonco cu rr nt with any other live
Bearing at joint(s) considers parallel to grain aJue using I loads.
/TP1 I angle to rain formula. Building designer shouJd verify
capacityof bearing surface.
PFavIde mechanical onn tion (by others) of true to beanng plate capable of withsfanding
Ibplit at int `f and 76 lb uplift at
joint.
This truss is designed in accordance with thie 2003 International. Residential Code sections R502.11• .
referenced standard .II/TIMI 1.
end i.1 d
LOAD CASE(S) Standard
Job - Truss —T- a. Type.
Q6735 133 K -P TRUSS
STOCK MP NFT -I F, Idaho Fall's, ID H4M, Pobin
--
NM
L
.0 1
2
1six10 MT1.8H= US
3AB — 3X 10
5x8
3
10
310E
tY
2.
I fob .fen j Log)
6-200 s FebT Industries, —Inc.tri X0.-07:26 2006 Page 1
5-6-12 5-6-12
-- _ 12-0-0
8X6 II
9
1 G 10
—
4 --
--
0
Scale 1.39-
N
L!
4 8 -Z� 3x 10
S
1010 FAT18.H=
3X10 I
3X4
E
17-6-12 i4-0-0
Offsets XtY); [1.-0-1 -, Edge], [1: - -1 , -4- t: 0- - Ed e]a[7:0-11-950-4-61.,19: 0-5-0,0-5-4]
LOADING (f _---
TALL .
SPACING
-0-
t
DEFL
l�
_
Plates Increase
1A5
TC 0.93
Vert
n1
T DL 8.0
Lumber InCrease
1,15 i
BC 0.75
Vert(TL)
-0-36
BOLL
Rep Stress Inor
NO
WB 0.97
H o r (TL)
0,11
BCDL 8.0 Code IRC20031TP12002 (Matrix)
LUMBER BRACING
TOP CHORD 2 X 4 DF 240OF 2.OE TOPCHORD
BOT CHORD 2 X 6 CSF 240OF 2.OE E T H RD
WEBS 2 X 4 SPF 165OF 1.5E *Except*
W2 X 4 SPF, Stud/Std, W2 2 X 4 SPF Stud/Std
SLIDER Loft 2 X 4 SPF Stud/Std -0-, Right 2 X 4 SPF turd/Std -o-
REACTIONS (lb/size) 1-7575/Mechanical, 7=;7575/0-5-8
Max Horz 1= (load case
MaxU pl ift! =-688 food case 7)s 7=-687(11 cad case
Max Grav 1= ` ' lad ca s ),=7 7790 cad cas
(Io)
11dfl
L/d
9-10
>999
240
9-10
ISO
n/a
n1
--4
PLATES
MT20
MT1FI
Weight: 243 ib
GMP
197/144
197/144
Structural wood sheathing directly applied or -0-1oo purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
FORCES (1b) - M : imum ornpr lon/ @ximurn Tension
TOP CHORD 1-2--13238/11591 2-3=-1 l 3074 `11 , 3-4=-8821/827, 4-5=-881'5/827 5-6z---1 2924/116-7--13085/1145
E T H [ 1-10-1 0 0/11756' 9-10;---1060/117567 8-9=-982/115851 7-8=-982/11585
WEBS -1Oz---269/3445,,3-9=-4719/475, 4-9;---644/7293, 5-9z---4528/459, - ="264/3374
MOTES
1 -ply truss to beconneGted together with 0.1 1 "xY Mails as follows:
Top chord's connectedas follows- 2 X 4 -1 row 2t 0-.9-0 oc.
Bottom chords connected as follows:, 2 X 6 - 2 roves at -7-0, oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oo.
All loads aro considered equally p,plied to all plies, except if noted as front F or back (B) face in the LOAD CASE section.
to ply connections have been provided to distribute only loads acted as F or (B), unless otherwise indict d_
Wind: ASCE 7-98- 0mph; h= ,ft; T DL= . psf; B DL=4. psf; Category 11; Exp ; enclosed- MWF.RS interior zone; Lumbar
=1.33 plate grilp DOL -1 _ ..
4 T L : ASCE 7-98; Pf=35.0 psf (flat roof snort Exp r Fully Exp.
Unbalanced snow Inds have been considered for this design.
6) This truss has been designed for a 10.0 psf bottorn chord live load noncenourrent [th any other live loads.
7 Alf plates are MT20 plates unless otherwise indicated,
Refer t frd r( ) for truss to truss connections.
Provide mechanical connection by others) of truss to bearinglate capable ofwithstanding .
at joint 7.
� �' lb uplift �t ��ir�t � and i� uplift
10) This truss Is designed In accordance with the 2003 International Residential Code sections 0 .11.1 and R802.10.2 an
d
referenced standard NSI TPI 1.
1 1Girder caTries tie-in span(s): -7-0 from 0-0-0 to 24 -0 -
LOAD CASE(S) Standard
Continued on page
Job
Truss
[a
MPONENT -IF} Idaho F211S, ID 83403, Robin
LCA CASE(S) Standard
1 Snow: Lumber Increase -1.1 , PI ate Increase=1.1
Uniform rm Loads If)
'pert: 1-4=-86, 4-7;---86,, 1-7--555(F=-539)
F TRU
"1
1 2 Job Reference (optional)
B-200 s Feb 11 2005 MiTek Industries,, th . Fri Feta 24 10:07:26 2006 Page
Frore
Q6738
T Type
STOCK COMPONENTS -IF, Idaho Fa fls, ID 83403; Robb
.9
1
-_-
FBF TRUSS
Qty -ply H_IDDENVALLEYSPEC/1-171EJ(1D)RI
4
Job Reference ational
6,200 s Feb 11 2005 MiTek Industries, Inc- Fri*..Feb 24 10.0727 2006"
-- --0 --
4--.
--1
4x5 _-
4 4
.il
4---
i
Fuge I
18-0-0
-0-0
ale = fi _32Pr
16-0-0
8-0-0
P.12te, Offsets
-0-
-0-
Offsets �a: �— �� 6:0`1.-]
LOADING (psf)
TSL L .
SPACING --0 I TEFL. i r� (I h/df l L/d PLATES
(Roof Snow-_ Plate In . T Vert(LL) 0.07 6-8 >999 240 MT20
TL Lrr�r Ir�ere �1.1 rt�TL)
BOLL 0.0 Rep Stress In r YES WE 0-24 Hor (TL)
BCDL 8.0 Code I1 00 /TP1200 (Matrix)
LUMBER
TOIL CHORD
BOT IID
EB
X 4 SPF 1650E 1.5E
X 4 SPE Stud/Std
REACTIONS (Ib/size) =990/0--, 6=990/0-5-8
Horz 2--76(load case
Max U pl ift2 -1 load ease ), =-1 I ,d case )
Max rav -1 (load case ), -1 Ioa ease
_V_ 10 Z-0 bu
0.03 6 n/a n/a
BRACING
TOP Hifi
130T CHORD
FORCES (lb) -R Maximum o pre ion/Ma imurn Tension
TOP CHORD 1-2-0/1425 2-3=-1 395165, 3-4=-91,2/49P 4-5=-912/491P 5-6=-1 395/66 6-7-0/142
B T H D 2-8=-391111016-8--4/1110
WEBS 3-8=-499/77, 4-8-013955 5-8-499/7
Weight: 58 1b
RIP
197/144
Structural wood sheathing directly applied or 5-8-7 oc purlins,
Frigid ceiling directly applied or 10-0-0 ee bracing,
[COTE
1) Wired: ASCE 7-98- 0mph; h= ft TIL=4.8Psf; E DL�4. psf; Category 11; E - enclosed; MWF Weri��JnLumber
DOL -1. plate grip DOL=1.33.
r r
TOLL: ASCE 7-98; Pf-35.0 p f (flat roof snow); Exp ; Fully Exp.
Unbal2n ed snow lo2d& hrye :been considered for this design.
4This i truss has been designed for greater- of rain roof We load of 18.0 p t or 2.00 times flat roof load of 35.0 . f on overhangs
non -concurrent ith ether live loads.
This truss has been designed for a 10.0 psf bottom chord live road nonconcurrent with any other hive rads.
Provide mechanical connection (by others) of truss to bearing plate capable pab I f withstanding 139 lb uplift at joint 2 and 1 ] b uplift
at joint 6.
This truss is designed in accordance with the 2003 International Residential Code sections 8502.11.1 and R802.10.2 and
referenced standard ANS I/TPI 1.
LOAD CASE(S) ,standard
4
Job
CIG kuOFTRUSS
STOCK.P NF_Ts-1 P,+Ida ho Pa�lsa I �-83403 P robin
-0-0
2
3
6-c)6-c)o 1 2
4
T
,v
R
_'n
�10
1
4x4 _
X
dIE)DE NVA L L EYSPE /1-1 71EJ(fD) R-
M
Jobf r n otip nal
x.200 s Feb 11 2005 MiTek Industries., Inc. Fri Feb'24 10.07-29 20'06 Page I
T
T
T
I
Cr 1
10
210-0
Scale = 1.32.6
4
.6
e
1
xG ?
Plate Offsets KY):
J2:0-1-7,Edgel,
[10: -1-75 Edi
LOADING (psf)
TCL . 35.0
SPACING 2-0-0
CS1
[TEFL ire
1o) lld fl
Ltd
PLATES RIP
(roof Snow -;--35.0)
Pl i s Increase
1.15
T 0.71
e rt(LL) -0.12
11 n1r
120
MT20 1971144
T DL 8.0
Lumber Increase
1.15
BC 0,31
ert(TL -0-13
11 n/r
90
BCL L 0.0
Rep Stress In cr
NO
WB 0.08
Hor (TL) 0.00
10 n/a
n1a
EDL
Code IF0/TPI0
(Matrix)
Weight: 61 1b
LUMBER
BRACING
TOP CHORD 2 X 4
BOT H RD 2 X 4
SPF 165OF. E
SPF 1650F 1.5E
TOPCHORD
StFUGtUral wood
sheathing directly applied i or - -0 o
�� .purlins.
OTHERS 2 X 4
SPF Stud/Std
GOT H RD
Rigid ceiling directly applied
or 6-0-0 cc br
REACTIONS 1 1 ize) 2-384/16-0-0, 1 0=384/16-0-0115z-1 8911 - - ? 1 _ 196/16 -0 -Op 17-235/16-0-0,18=84116-0-0, 14=196/16-0-Op1
Max Horz 2=760oad case )
Max pl`ift =-1 (lo d case ), 10--1 7(I ad case ), 1 ®- load case 7), 17 = 4 load case 7), 1 =-1 load
case ), 1=-1 (Coad case
� � �� � �--f �d � �, 1 ��, dad
MaxGrav = load case ), 10=578(load case 3)115;--1 (lo d case 1), 1 - io d case1 = -
111 (load case 2), 14�298(load
case , 1 =4load case , 1=11 1 (load case
FORCES 1b - MaArnurn Cornpression/Maxi rnurn Tension
TOIL CHORD 1-2=0/14012-3--z-111/36,3-4=-(39/5231 4-5=-78/747 5-6=-82/927 6-7--82/87, 7-8z--78/56 a 8-9=-69/49, -1 O-` 111/21
10-11-01140
'
20T CHORD 2 -18Z -0/73T 17-18--0/73, 16-17--0/731 1 -1 =-0173, 14-15-z-0/731 13-14=-0/737 1 -1 =-0/73, 10-12=-01-73
WEBS -'1 --1 J , 5-16=-274/50, 4-17=-285/63) 3-18=-1 79/87, 7-14=-274/49, 8-13=-285/63, 9-12=-1 79/87
OTE
1) Wired: ASCE. 7-98,3 90mph, h- ft} TCDD= . pf* B DL -4. p f* Category II; Exp C. enclosed, MWFRS interior zone•P Lumber
DOL=1.33 prate grip DOL -1.33,
Truss designed for wind loads in the plane of the true only, For studs exposed t wind (normal t "
GableEnid D t iI
� � tl�� �-� � I � Tl "Standard
TOLL: ASCE - Pf=35.0 psf (flat roof snow); Exp Q FulJy Epp.
Unbalanced snow loads !nave been considered for this design.
This truss has been designed for greater of min roof We Ind of 18,0 psf or 2.00 times flat roof load of 35.0sf n overhangs
non-con urrent with other liveloads.
p �.n s
This truss has been designed for a 10.0 psf bottom chord live load n n on u rr nt with any ogler live lcadsw
All plates are 1.5x4 MT20 unless otherwise Jndi t
d.
G2ble requires continuous bottom, chord Dearing,.
Gable studs Sp2ced at 2-0-0 o ..
`f Provide mechaniical cornection Eby others) of truss to bearing plate capable of withstanding �l� uplift at joint 2, 137 lb uplift at
joint 10, 28 It uplift at joint -1 , 54 fb uplift atmint +17, 193 lb uplift at joint 18, 27 lb uplift at joint 14 lb uplift t join
1 b upliftat joint 12,
� p � t�an�'�
11This truss Is designed in accordance with the 2003 International Residential Cade sections R502.1 1 .1 rid F
802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Q 7 "
N
rus
F -U F TRUSS
r
STOCKIP'o 1 f lT -JF, Id ha J- IIs ID 83403, Robin
I
Q � Ply
'HII)DE LLE PSE /1-1 /E J(ID)
i
I Job Reference tionaI 1
Feb6-200 s iT Industries, Inc. Fri —Fe--'—"—' 24 10-07,29 2006 Page 1
11-6-12
'bio 4-54 3-6-12 -
2
5X8
-oo 5_2
M
4x6 i I
4
I
2
L 5
1.
10 a
3x6 ' 1 15X8 3x.6
5x8
4- 4 --0 11-6-12 -0-0
--1 -`1 4.5.4
---.P12tc Offsets fX - -
LOADING (psf)
Pr 2-0-0 '1TSLL -.� t s Increase .1 T DEFL in (loc)
I/defl
(Roof Snow .0 ` rt(LL) -0.11 -1
TDL Lumber Increase 1s1 .
'pert TL -0.1
B LL 0.0 Rep Stress Incr No W8 0.65 Hor (TL) 0.06 6 n/
BDL 8.0 Code I.0/TP10 (Matrix)
- - N
LUMBER BRACING
TOP r.Hnpn 9 Y 4 ;: i ren F-, r, r
L/d
240
ISO
n/a
PLATES
MT20
i i ht: 154 Ih
6
-=o
Scale = 1-32.6
:IP
197/144
EST CHORD X 6 DF
T P HORD Structural wood sheathing directly applied or 4-11-9 oc purlins.
BOT HID Ir id i
Eb A 4 SPF tudltd *Except*
Ilrl. dlrtl lldr
�+"4� X 4 Irl- 1 650 F 1. E
REACTIONS (l b/s i2-517610-5-8,6-5176/0-5-8
Max H r --7 to d case
Max Uplift = -541(load case 7), 6z---541 (load case
Max r -543 (l o d se )* = 5439(I o d case
FORCES (Ih) - MaximumCompressi [on/Maxi mu Tension01152
T HOOD 1-2=0/1 ,2-3--8203/59013-4=-5675/52114-5--.�/1, - y- 03/ '7,
JX
B T H D 2 -10= -593/7179,9 -10= -59317179a8 -9--571/7179,6-8z---571/7179
1 =-5930 7 1 7 , `1 0=-5931 i 1 7 a — i— 7 I /7 1 1 —8"571 / 1 7
EE -10=-162121457 - =-2622/236, 4-9;z-40214659, 5-9=-262212375 5-8--162/2145
pp - w VLF rC1 lrF Y.
TE
1) -ply truss to be connected together with 0.131 "x3 PF Nails as follows:
Top chords connected as follows: 2 X 4 - I row at 0-9-0 oc.
Bottom, chords connected as follows- 2 X 6 - 2 roars at -7- oc-
Webs conn cted as follows: 2 X 4 - I row at 0-9-0 oc.
All loads are considered equally Applied to a1J plies, except if noted a front (F) or dace face in the LOAD
to plyconnections J^i been provided to distribute � E�� section. �l
on[y loads noted as F) or (13), unless otherwise indicated.
Wind: ASCE 7-98; mph; h= ft; T -CDL -4. p f; B DL=4. psf, Category 11; Exp c;ncl'os d, M F interior riorzone; Lumber
DOL -1. pPate grip D L=1 .33.
4 T LL: ASCE 7-98; Pf=- 35.0 psf flat roof anew); Exp r Fully Exp.
Unbalanced snow loads have been considered for this design.
This, truss has been designed for greater of miry roof live load of 18.0 psf or 2.00 tires flat roof load of 35.0 psi on rhangs
non -concurrent with other live loads.
7) This truss has been designed for a 10,0 p f bottom chord live load nonconcurr nt with any other lig
) Provide mechanical connection others) of tress t loads.
o bearing plate �c pab[e of withstanding 541 l uplift at joint 2 and 541 Gb uplift
at joint 6.
This tru 13 dei f n d In accordance ith [he 2003 International Residential Code sections R502.1 1.1 and 1 802 _
referenced standard ANSI/TPI 1. � r��
1Girder carries tie-in span(s): 23-7-0 from 0-0-0 to 16-0-0
LOAD CASE(S) Standard
Continued on page
7
4
r
s�
Job
Q6738
TV Type
0
RuUF TRUSS
STOCK I P TIENT -IJ', Idaho J=@IJ , 10 83403, Robin
LOAD E(S) Standard
1) Snow: Lumber Increase -1.1 , Rate Increase -1.1
Uniform Loads (pf f)
Vert: 1-4;---86, -7=-1 -�-555 ( P-539)
.1 2 �. Job Reference (o tionc-1I
6.200 s Feb 11 2005 JTe r+tria Inc,
Fri Feb 24 10:47:3Q 206 Pag—
Jots
Truss
DI
IF TRUSS
-,.
, T COMPONENTS -IF, T -IF, Idaho Falk., ID 8340x, Robin
4-5-4 1
4-5-4 -1-1 7-2-12
U8 =
.8
Qty PI �D�DE�NVA�llIYS�PE�Cll-�111�EI(I�D)R�������
18
Job Reference (0pflon!1L____
6.200 s Feb 11 2005 MiTek l nd u tri , Inc,- —Fr[ Fib 24 10,'07'31 2006 Page 1
---
cale = 1040.1
8
W, a."
15-9-12
.
1.5A 11
F-lateP-late Offsets (X,Y)-, .0- - , Ed f 7.-0-4-0,0-3-01-
TALL .0
in
"-Plates
(Roof
Snawzz-35.0)
Increase
1.15-
TSL
_�,
Lumber Increase
1.15
BALL
�.�
p StressIr�r
E
�� L
� �
CodeI F�03/TP' Iii
LUMBER,
TOFF CHORD 2 X 4 SPF 165OF 1.5E *E cept*
T2 2 X 4 SPF 2100F 1,817
DOT CHORD 2 X 4 SPF 1650E 1,5E
WEBS 2 X 4 S PF S.tud/S td
1
TC 0:93
BC 01
.3 0.57
(,Matrix)
REACTIONS (lb/size) 5-1184/Mechanical, 8=1184/Mechanical
Max H orz 8=-1 1 (load case
,Max Uplift=- (load case ), =- I a.d case
Max Gray 5=1 (load case , z--1 184(load case 1
DEFL
in
(1o)
I/d tl
Lid
Ve rt(LL)
-0.21
5-6
>999
240
Vert(TL)
-0.36
5-6
>783
180
Hoi (TL)
0.06
5
n/a
n/2
BRACING
TOIL ISD
ET CHORD
EBS
FORCES (1b) - Maximum Gom press ion/Maxi rnurn Tension
TOS' CHORD 1-2=-1891605 - =-1055/1 , 3-4=-1280/102, 4-5_-2587/1139, 1-8--289145
E T HORD 7-8=-16/75716-7z---54/2116t5-6=-54/211
WEBS 2-7=-971478P -7=-2/383, `7=-1349/1 ,4-6=--01278P 2-8=:;-1 135/93
PLATES
MT20
''eight: 97 lh
5x 10
IP
197/144
Structural good sheathing d erectly pl E d' o r 2-2-0 oc purl i res,
except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing,
1 Flow at midpt 4 -7,2 -
NOTES
1Wind: ASCE 7-9&, 90mph; h=25 -ft; T DL=4. p f, P DL- . p f, Category 11; Exp � r i enclosed; d• MF interior zone- LumberDOL=1,33 pate grip DL_1..
,
TCL L: ASCE 7--98: Pf` _ 0 p f (flat roof snow)* Exp , Fu I C Exp_
Unbalancecl snow loads nave been considered for this design.
- Thi s truss h as been desig n ed for a 10,0 p f bottom chord I ive load non on urr nt with n other we I gad s.
Refer to girder(s) for truss to truss connections.
Provide me h nical connect -Ion (by others.) of truss to bearing late � a
joint .
� �p�h� �f rtl�t�l.�dir� lb uplift at joint and Eh uplift t.
7 This truss is designed in accordance with the 2003 International Residential Code sections R5021 1.1 and
.1 0.2 and
referenced standard ANSI/TPI 1.
LOAD CASES} Standard
14
r
6
Job
73
TJ
Truss
7ype
I
D1
-t=uss
MPO E N _r -I Fr Idaho FaNs, ID 83403, Robin
—
4-5-4 -1-12 4-8-8
3
QtY .e.
PJY J�HICSDEf LLE' PE /1-17/EJ�1D F .
e
Job Reference Lo#iongl
6,200 s Feb 11 2005 MI -Tek -Industries, f Fri F b 24 1+x.07.31 2006 P8ge 1
18-0-0 � 23--7-0
——o
4t3 _ 8X8 _ ZX4 11 5X8
-Plate
' ffs t V, [§,0-4-210-2— .[9:0-4-0,0-4-8]
LOADING
(psf)
2
X 4
SPF 1650F 1-5E
TOLL
35.E
X 6
SPACING
--
00
(Roof
Snow=35.0)
SPFturd/Std
Plates Increase
1.1
T DL
8.0
Lumber Increase
1.1
ROLL
0,0
Rep Stress In r
NO
CDL
8.0
Code I 2003/TP)200
LUMBER
TOP CHORD
2
X 4
SPF 1650F 1-5E
130T CHORD
2
X 6
DF o_2
WEBS
2
X 4
SPFturd/Std
OTHERS
2
X 4
SPFStud/Std
i
CSI
Tc 0.79
BC 0,67
W8 0.91
(Matrix)
REACTIONS (lb/size) 1-202/2-4-8, 6=933/4-9-85 10-954/2-4-8p 77301/4-9-8
23-7-0
0EFI, in (loc) fldefl Ud PLATES GRIP
Vert(LL) -0-10 8-9 X999 240 MT20 1971144
Vert(7L) -0.15 8-9 X999 1$0
Horz(TL) -0.02 "f 0 nIa n!a
- � Weight_ 168 lb
BRACING
TOP IIID
BOT CHORD
WEBS
sc@Ie = '1,42.-1
Structural wood sheathing directly applied or 4-0-6 purlins,
except end verticals.
Rigid ceiJing directly applied or 10-0-0 oc. bracing.
I Row at midpMt -1
max H orz 1=-I (J oad case 3 )
Max Uplift1=- 2(f ad case )a =-10400 d case , 10=-2 Ioad case 7)
Max Grav 1= (load case , _ 1 f o d ca se , 1 0= , 4(lo d case 1), 7=386 load case
FORCE, (1b) - Maximum ompr sign/Maximurn Tensl n
TOP CHORD 1-2-z-1 87/1 , 2-3=-103611 , 3-4--1141/154, 4-5=-2003/190 5-6--2551/216,
BOT H 1 .D -10_-30 '7'54, - =-39 `1 1 oa 7-8--14412137; 6-7z---14412137
WEBS 2-9=-1 10141 F 3-9= 69/524,.4-9---919/138, 4-8;---25/434 ,5- =-646113 P -1 =-1133/47
NOTES
Wind: -Yrr-mh;=2ft;
D L=1. plat TL-4.sf;I=4.sf;t I r`lsd. I
ri COOL=1 33.l` l r1r r Int ri r Lur
2 Truss designed for wird I0�.d in the plane of the truss only. For studs exposed to wird (normal to the faces
GableEnd D t .i I" , see Mi rT �c �� t r ad
TOLL-. ASCE - Pf=3 .0 psf (flat roof snow); Exp Q Fuller Exp.
4 Unbalanced snow loads have been considered for this design.
This truss has been designed for a 10,0 p f bottom chord live load non on urfrent with any other
13) JI plates are 1.5x4 T2 unJess otherwise indicated.If id.
7 Gable studs spaced at 2-0-0 o.
Bearing .t joint(s) I considers parall
onsidersprill l to grain value using SI/TPI I angle to grain formula. Building
should verify
capacity of bearing surface.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding lid�r� ,
joint and 2 fb uplift at joint +1 .
�" 2 f� ��Ilft t ���r�t 1 } � �� I� ��ilft t
10 This truss Is designed in accordance with the 2003 International I = sid nflal Code sectilons F0.2.1 1 .1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD case(s) Standard
Job
Tru s Type
Q6738 D2
FBF TRUSS
T NAS ONEI T -I,F, Idaho F��II., I D 83403, Robin _.
4--4
4--4
4-~1-1
4x10 MT 0H
3
Qry I Ply
1H I
13 1
Job I of r n�o tions-
. Feb 11 2005 f iT k Industries, Inc. Fr'j Feb 24 16-:0-7-.73-2-
2006
Page I
2-0-0
Scale = 1,42.4
1
7—-4
Plafe Offsets (X,Y): --, Ed , 18:0-4-0 --] -
WWI TALL .�
Pi111 --
l
DE1=L
in (Io�
I/�dfF
L�'�f
I�'T DRIP'
Jif
r�o��-
F'It Increase 1.1
T .
Vert(LL)
-�.� -
�
IIT 1971144
T DL
_
L n t r Jn r e 1.
`dart(TL
-0.25 5-7
>999
180
MT20H 148/108
BOLL
0'a
Rep Stress In r YES
WB 0.53
Hor (TL)
0.06 5
n/a
n/a
CDL
8.0
Code I'I 0 /TP1200
(Matrix)
Weight: 1 lb
LUMBER
TOP CHORD 2 X 4 SPP 1 5F 1.5E *Except,`
T2 2 X 4 SPF 21 00F I.8E
ESOT CHORD 2 X4 SIF 1650F 1. E
EES 2 X 4 SPF Stud/Std
REACTIONS (Ib/.size) ;--1 174/Mechanical, 5-139110-5-8
M, ax Hort 9-187 (l oad ca )
Max plift =- 7(load case a =-1 (load case )
Max Grav9=1 1 load case ), =1 ,(Ioad case )
FORCES (lb) - Maxi am Compri i rn/Ma imam Tension
TOP CHORD 1-2=-189/60, 2 -3= -10441116,p3 -4= -1261/96T4 -5=-2606/112P
BOT CHORD 8-9--3/749P 7-8=0120-325 5-7-4/2032
WEBS _ --97/475, 3-8=-1 /366 T 4-8=- 1269/1415 4-0/274p 2-9--1124/87
BRACING
TOP H F D
BOT CHORD
WEBS
Structural wood sheathing directly applied or 2-2-0 0C purl n s,
rcpt end verticals.
Rigid ceiling directly applied or 10-0-0 oc gracing.
1 Row at m id p't 4-, -
TE
1 Wind, ASCE 7-98; 90mph; h= ft; T DLi4. p f; B C L=4, p f; Catego11; E ; enclosed; IT interior
DOL=I _ plate grip [SOL=1 ..
� t r� ri�r �n�x Lumber
TOLL- ASCE 7-98,1, Pf;--35.0 p f (flat roof now); E p : Fully Exp.
Unbalanced snow loads have been considered for this design.
4 This truss has been designed for greater= of ruin roof live load sof 18.0 p f or 2.00 tames flat roof load of 35.0 psf on overhangs
non -concurrent with other lige loads.
This truss has been designed for a 10.0 p f bottom chord live load non oncurr nt with any other Iia loads.
) All p fates are MT20 plates unless th r ri e indicated.
7) Refer to girder(s) for truss to truss connections.
Provide mechanical connection (by others) of truss to hearing plate capable of'ithstandin 7 Ib uplift at joint
jend l uIRft at
This truss is designed in accordance rfth the 2003 International F id nt�af Code sections x.502.. 11.1
and R802.1 0.2 arid
referenced standard ANSI/TPI 1.
LOAD F() Stand2rd
Pob 1; Truss -"Type
Q6738 RuOF TRUSS
r
STOCK COMPONENTS -IF, Idaho Falls, ID 83'403, Robin
0
---
--
2
T-9-�4
--4
.0c) 1
arc B 4
T I
1
44 1
ME
Qty Ply : - , -tI OLL i- 7�EJ ID I
10
_._ Job Reference tional
6.200 s Feb 11 2005 M iTek Industries, Inc_ Fri Feb 24 10:0.7.34 2006 Page 1
+� 22-2-12 30-0-0
X10 T18H---
5
--1
4
U4
6
11 10 9
W 5X8 _ 1.5x4 11
1i f
6-2-12 1-6-8 7-2-12
...Elate Offsets ' xa.. . -�-14,0--1 , :0 -:-,Ed �1 �:003oi
a4-0,--
LOADING (psf)
-2-12
--4
-_0
7-2-12 7--4
TGLL 35.0 � DrALinU2-0-0 C51 R DEFL in
(Roof Saw=35.0) �'� .. .... -
Tcoz 8.0
BCL 0_�7
BDL 8.0
nr.e.1
Lumber Increase1.1
Rep Stress In r YES
Code II /TPP
LUMBER
TOE' CHORD X 4 EF 1 OOF 1.8E
BOT CHORD 4 PF 16`OF 1-5E
''�'rEB X 4 SPF Stud/ #d *F- pt*
W2 2 X 4 i�F 1650F 1.5E
WEDGE
Left: X 4 PF Stud/Std
T U.0 Vert(LL)
-0.1
BC 0.53
°Vert(TL)
-0.25
`E 0.73
Har(TL)
0.05
{Matrix}
BRACING
TOP CHORDSOT CHORD
WEBS
REACTIONS (I b/ 7=1269/0-5-8, 12=214310-5-8
Ma
= 14310- -
a Igor 1=1 14(1oad ease
Max Uplift7=-1 71(load ease , 1 =- 0(load case
Max Gray =1 84 to d case 1 = 1 (load case
(10)
I/d fi
Lld
7-9
>999
240
7-9
999
180
n/
n/a
PLATES
MT20
MTI 8H
5X 10
Weight: 12.0 Id
7
GRIP
197/144
1971144
--
--
Scale = 1:55.2
Structural god sheathing directly applied or 2-2-0 oc purlins.
Rigid ceiling directly applied or 5-8-2 ac bracing,
1 Row at midpt -10
FORCES (Ib) - Maximum COMPression[Maximurn Tension
TOS' H D d1-2=0114 T 2-3z---264/1736, 3-4z---1 99/749, 4-5=-9701123, 5-6=-1 2071106-7;---2456/118,
BOT CHORD 2-12--1382/3195 1111-12; -1382/206' 10-11 =-585/1 1 , -10-0/1988) 7-9z--0/1 988
'SEB 4-11=-1635/1 7, 4-10=-53/1 040, -10=- 0=-2611-3277 -1 =-1275/ 1 34T 6-9= 0/282,3-12=-2444/248;-1 =-1 65/1815
Wind. ASCE 7-98, 90rnPh; h= ftr TC DL= - 8 psf; 2C DL.=4.8 psf; Category I [; F p ; endosedMW FRS interior zones Lu m be r
CSL=1.33 plate grips CTLs -1.33.
T LL: ASCE 7-98; ref=35.0 p f (flat roof now)' Exp ; Fully Exp.
Unbalanced snow loads have been cons id red for th i d es ig n.
4 This truss hes been designed for greeter of rain roof live load of 18.0 pf or 2.00 tires flat roof load of 35.0 f on overhangs
non -concurrent with other live J e d . �
This truss has been designed for a 10.0 p f bottoms chard Iive load noneenurr nt with a ny other lire loads.
plates are MT20 plater, unless otherwise ind1e2t d.
Provide mochani al connection others) of truss to hea ri n
platy capable of tiithtandin11 Ib �,�lift t j+�r�t �d lb uplift
.t joint d1 . P
This truss is designed in accordance with the 2003 Int rnationf Residential Code sections R502.1 1,1 and FZ902.10,2
and
referenced standard ANSI/TPI' 1.
LCA E.() Standard
Job Truss
Type
Q6738 03G RUUFTRUSS
STOCK COMPONENTS -IF, Edahc F4 , ID 8 403, cbin
0
Cn
� 2-0-0 i _ 7-9-4
-0-0
7--4
°Qty I P�v
1
_ Job Reference o �el
6.200 s Fe b 11 2005 l liTek I nd a trfe ,
Inc. Fri Feb 24 10-D'A7Page e
15-0-0 --'1
6x10 IAT18H--
5
30-0-0
--4.
� 32-0-D ,
--
--4
--4
15-0-0 22-2-12
Plate OffsetsX,Y) [2-.0-2-8,0-0-21, [3:0-4-030-3-41, [ -_- .-4, -G- j, [11 1-0-4-0,0- -1
LOADING (psf)
TALL �� � F�cl1�,l -!�-0 cel
�(Roofn�r=.� Plates Increase 1,15 p � TC 0.68
Lumber Increase 1,15 BC O.30
TCL 8.0 Rep Stress Incr 'SES W2 0.96
BCLL 0.0
BILL .0 Code ii/TP10 (Matrix)
LUBE.
TOP H1[
ET IBRD
WEDS
OTHERS
X 4 DF 240OF 2.0E
X 4 SPF 1 ,F 1.5E
X 4 SPF Stud/Std
X 4 SPF StudlStd
--1
E FL in (Joc) I/d f l
Vert(LL) -0.1 9 9 nl/r
Vert(TL) -0.11 9 n/r
HortTL) --0-0 n/
BRACING
TOP CHID
BOT CHORD
WEBS
-0-0
--4
gra-�I ATOS
120
90
nla
MT20
11T1 8H
Weight: 15,6 lb
FIP
197/144
197/144
Structural wood sheathing directly app lied or 6-0-0 oc purlins.
Rigid ceiling directly applied or -0-0 oc bracing.
1 row at midpt -11
REACTIONS (lb/size) 13-329/24-0-0. 11=763/24-0-0, 1 O=626/24-0-0, 8-531/24-0-05 15=1271124-0-0-P 12=95/24-0-01 14=-200/24- -0
Max Harz 15=-1 1(load case )
Max U p l iftl3=-110 (load case ), 11 -47 (1 a,d ca 7), 1 0=-31 (load case , —1 34(load case 8),15=-1 14load case 7), 14--238 load case
Max Gray 1 =482(10 d case ), +11=7 .(102d case 1), 1 = r (1cad case ), 8=71 (load case )t 1=1549(load ca , 1 = 0 (lo d case 4
FORCES 0b) - Maximurn Compression/Maximum Tension
TOFF CHORD 1- =0/1407 - =-265''1462, -4--156/1002, 4- =-26 `464, - =-177/343, -7=0/ 144, - =-3+12/1 1 w -` =0/140
BOT CHORD 2-15--1167/320, 14-15z---1 21012132F 1 -14--1 2101213P 12-13=-8201158, 11^+1 =-820/1 , 10-11=-101/11 ,
-1 0;---1 01 /11
WEBS 4-13=-1 197/2032 4-11=-57/634, -11 -809/105, 6-11--229/107, -1 0=-777/106, 3-15--1249/190, 3-13--116/831
TE
1 Wind; ASCE 7-98; mph; h= ft; TCDL=4. p, f; ECRL=4.8p f; category 11; Exp c; enclosed; I WFRS interior zone, Lumber
DOL=1.33pl2te grip DOL =1.33_
Trust designed for wind[loads in the plane of the true only_ For studs exposed to %nd (normal to the face), see MiTek 'T t2nderd
Gable End Otailli
TILL. ASCE 7-98, Pf=35,O p f (flat roof snow), Exp Q Sheltered
4 Unbalanced snow leads have been considered for this design.
This truss has been designed for greater of resin roof live load of 18.0 p f or 2,00 times flat roof load of 35.0 psf on overhangs
non -concurrent with other live loads.
This truss has been des i gned for a 10 -0 p f bottom chord live load noncon urrent with a ny other lire loads.
7) All plates areMT20 plates unless otherwise indicated.
All plates are 1.5x4 N1T20 unless otherwise indicated.
The following joint(s) r qu1re plate inspection per the Tooth Count Method when this truss is chosen for quality assurance
inspection: 5-
10) ble studs spaced at 2-0-0 oc,
11) Provide rr channel connection ( others) f true to bearing plate capable of withstanding I 10 1b uplift at jo-int 13, 47 lb uplift at
joint 11 a 31 Ike uplift at joint 1 Op 134 1b uplift at joint 8, 114 lb uplift at joint 15 and 238 115 uplift at joint 14.
1 ) Nora Standard bearing onditiDn _ Review required.
1 This trust` Is designed in accordance with the 2003 International Pesidential code sections R502.1 1 -1 and R802-10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) tand rd
Truss T e
QF6 738 El s RuUF TRUSS
STOCKt C F T -I Fa Idaho Falls, ID 83403, Robin
Job Reference (optional)
6,200 s Feb 11 2005 MiT k Industries, Inc. Fri Feb 24 10.,07-48 2006 lugs I
-- i 6TH_
3 i 17-8-12
RIM
aw 2
4x4
3
X5
4
4x4
5
10 98
1-5x4 11 5x8 _ 1,5x4 f
121-0-0
--
- -4
9
4x10 -_
LU13E
TOP CHORD 2 X4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 165OF I. E
`'E135 2 X 4 SPF Stud/Std
REACTIONS (Ib/size) 2=1399/0-3-8,6-1399/0-3-8
Max Hor
=1399/0- - , 1399/0- -
Hor 2_- 98 (load case
MaxUplift =-1 60 (load case , =-160 (load case )
Max Grav=1(1d case ); =1 7Iod case
5-8-12 6-3-4
n
-0,1
-0.1
0.07
BRACING
TOP CHORD
BOT CHORD
FORCES (lb) - Maximum Compression/Maximum Tension
TOS' Ll l i 1- =0/1 111 - =-2345/1001 A4=-1450/1 14, - =-1450/11 , - _=}2345/1
BOT FA D -1 0=-8011921 r -1 =-80 `1921, - `-1 /192,1, a =-10/1921
WEBS -10-0/22 ', 3-9=-983/97) 4-9=-4/709P 5-9=-983/98,5-8-0./227
(fac)
9
9-10
l/d of l
>999
999
n1a
L/d
0
180
n/a
PLATES
MT20
Weight: 911b
GRIP
1971144
1
2r6-0-0
-0-0
Scale = 1:45.5
Structural wood sheathIng directly applied or 3-11-2 o purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind; ASCE 7-98; 90mph; he ft; T DL= . psf; ECRL= . p ft Category 11; E� r interior �,� ���� Lumber
; enclosed- I F
DOL -1. plate grip DOL=1. .
.
TOLL: ASCE 7-98; Pf=35.0 psf flat roof snow); Exp Q Fulily Exp.
Un - balanced snow loads have been considered for this design
Th truss ha s Dean des i fined for re t r of resi n roof l i ve I o d of 18. 0 p f or 2.00 tunes flat roof load of
non -concurrent with other live loads. .� psf on � rh��
This truss has been designed for a 10.0 psf hottonn chord live load od nononcurrnt with any other lig loads.
Provide mechanical connectIon (by others) of truss to bean n g plate capable of withstanding nd ire
at joint p 1 1 uplift at joint and 1 1 uplift.
7) This truss is designed in accordance with the 2003 International Residential Code sections
referenced standard I/TPI 1.
0z°11:1 nd 10.1 0. arra
LOAD CASE(S) Standard
i
7
Ed , : - -77 Ed[9:0-4-0,0-3-01
_-
SPACING --0
Plates Increase .
Lumber Increase 1.15
Rep Stress In r YES
Code II /TP1200
L�EF�
Vert(LL)
Horz(TL)
Plate Offsets (X,Y). : 0-'0-7,
-
LOADING (psf)
TLL .�
(RoofSnow-35.0)
TDL 8.0
E LL 0:0
B DL 8.0
� �
T
BC 0.41Vert(TL)
WEA 0.87
(I .tri )
LU13E
TOP CHORD 2 X4 SPF 1650F 1.5E
BOT CHORD 2 X 4 SPF 165OF I. E
`'E135 2 X 4 SPF Stud/Std
REACTIONS (Ib/size) 2=1399/0-3-8,6-1399/0-3-8
Max Hor
=1399/0- - , 1399/0- -
Hor 2_- 98 (load case
MaxUplift =-1 60 (load case , =-160 (load case )
Max Grav=1(1d case ); =1 7Iod case
5-8-12 6-3-4
n
-0,1
-0.1
0.07
BRACING
TOP CHORD
BOT CHORD
FORCES (lb) - Maximum Compression/Maximum Tension
TOS' Ll l i 1- =0/1 111 - =-2345/1001 A4=-1450/1 14, - =-1450/11 , - _=}2345/1
BOT FA D -1 0=-8011921 r -1 =-80 `1921, - `-1 /192,1, a =-10/1921
WEBS -10-0/22 ', 3-9=-983/97) 4-9=-4/709P 5-9=-983/98,5-8-0./227
(fac)
9
9-10
l/d of l
>999
999
n1a
L/d
0
180
n/a
PLATES
MT20
Weight: 911b
GRIP
1971144
1
2r6-0-0
-0-0
Scale = 1:45.5
Structural wood sheathIng directly applied or 3-11-2 o purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1) Wind; ASCE 7-98; 90mph; he ft; T DL= . psf; ECRL= . p ft Category 11; E� r interior �,� ���� Lumber
; enclosed- I F
DOL -1. plate grip DOL=1. .
.
TOLL: ASCE 7-98; Pf=35.0 psf flat roof snow); Exp Q Fulily Exp.
Un - balanced snow loads have been considered for this design
Th truss ha s Dean des i fined for re t r of resi n roof l i ve I o d of 18. 0 p f or 2.00 tunes flat roof load of
non -concurrent with other live loads. .� psf on � rh��
This truss has been designed for a 10.0 psf hottonn chord live load od nononcurrnt with any other lig loads.
Provide mechanical connectIon (by others) of truss to bean n g plate capable of withstanding nd ire
at joint p 1 1 uplift at joint and 1 1 uplift.
7) This truss is designed in accordance with the 2003 International Residential Code sections
referenced standard I/TPI 1.
0z°11:1 nd 10.1 0. arra
LOAD CASE(S) Standard
i
7
F6�_Q6738
_ -_
Truss
IEIG
Type
RUJF TRUSS
�.
T I J'� P E T -1 P, Id fro 1= F@lJ , I D 83403- Robiin
-
--
3
6-00 FiFff
4
Qty Ply J (DID E: 1 ' LLEYSP- E /1-1 /E' -'J'
--tJob-Reference (optional)
-200 s Feb 11 2005 I~iTek Industries, Ir. Fri Fib 24 10:07,50 2006 I
age I
12-0-0 24-0-0
12-0-0 12-0-0
44 --
5
Ll
- Plat fr # �,Y r �2:0�-1-7 Ed[14:0-1-7,Ed [21:0-2-
6
T
7
44
8
T
5x5 -
-0-0
4-0-
LOADING (psf) —7
T LL SPACING -� I DEFL in
(Roof Snow; --35.0) Plates Increese 1.15 TC 0.71Vert(LL) -0.1
Lumber Increase 1.1
TSL .� BC 0,31Vert(TL) -0,13
E L L 0.0 Rep Stress I n r NO WB 0,15 Hor (TL) 0.00
B ILL 8.0 Code IF 0 /TIMI (Matrix)
LUMBER BRACING
_ -
T B CHORD 2 X 4 SPF 1650F 1.5F TOPS CHORD
BOT CHORD 2 X 4 SPF 165OF 1,5E E T H
OTHERS X 4 SBF Stud/Std
�
UK
Ll
T
I
3
7s
11
(10)
I/dfl
L/d
15
n/r
120
15
n/r
90
14
n/a
n/
IIO
12
13
P L ,TF-
MT20
Weight: 10 lb
GIMP
1971144
-y-0
-0-
-Cale = 1:45.5
Structural wood sheathing directly applied or 6-0-o oc purlins.
Vd ceiling directly applied or 10-0-0 oc bracing,
REACTIONS lb/ ize) 2=384/24-0-0, 21=186/24-0-0, -203/24-0- , =206/24- - 4=
196/24-0-0) 25=235/24 -0 -Op 26=84124-0-0
,20-203/24-0-09 19=206/24-0-05 18=19,6/24-0-0, 1 � / - 0-05 16-84/24-0-0) 14-:--384/24-0-0
Max Hort glad case
Max Upiift --10 (lo d case ), =- 0(load case 7), =- (load case , 4=- load case 7 jj - )
26=-1 93(load case ), 0= (l d case , 1 --- to d a )F 1 -�° (load case � 17=454 loa
1 =-1 lead case ), 14-z-1 4 load a ,
Maxra 4 (10 d case ), 1-1 (load case 1), = 0 (load case 2), =299 Joad case�
=(l oad case 2),lid ca ), -111 (load case ),-0(1.cad
case , 1 -(lad case 1 case 3)
r 1 7= 16z--1 case ), =111 load case 14Jd
FORCES (1b) - Maximumcornpr ionlMaxim urri Tension
TOP CHORD 1-2=-0/1 4 , 2-3=-1 11/41r 3-4=-70/50o 4-5--79/71, 5-6--77/917 -7�-
10-11--z-771615 ll -1 =- / T 12-13z---70/490 1 -14= 111/17)
11/1 , 1 -1 =0/ 14
0 3
BOT H RD 2-26-0/97t - =0/971 24-25=0/97,23-24=0/97722-23-019 - -
17-1 -0197, 16-17=-0/97, '14-1 =019
WEBS -1 =-1 4[r 7-=-277/50, -=-265/55, -4=-260/51, 4-2=-287/62, -=A1 78/879-2.0--z-2.77/48
a 11-18=-260/51, 1 -1 =-287`62, 13-16=-178187 T 10-1 --265/56
NOTES
1Wind.- ASCE 7-98 90M.Ph; h -ft` TSL-
4.f; BSL-4,p.f;, Category Il: E� � enclosed; l''Ef Intzone; Lumber
plate grip DOL=1.
33. or wird loads in the lane of the t
Tri designed � peruss only. For studs exposed t ,�
bile EnDet, il'} � wind (normal l �� t� f�� �, � TStandard
3) TOLL: ASCE 7-.; Pf=35.0 Pf (flat roof snow); Exp Q Fully Exp,
4) Imbalanced snow loads haveconsidered for t1�r design,
been�
This truss has been designed for greater of miry roof live load of 18.0
� f or 2.00 times flat roof load of 5_ f �� overhangs
non -concurrent with other Ii loads.
This truss has been designed for a 10.0 f bottom chord live load nonconcurrent with any other live loads,
All plates are I.5x4 MT20 unless otherwise indicated.
Gable requires continuous bottom chord bearing.
Gable studs ,spaced at -0-0 o.
1Provide mechanical connection (by others)�f tri t� bearing plat abrie of withstan6ng 106 Rb uplift t j�'rr�t � ih � lift t
joint lb uplift t joint Ib uplift t joint 4, 4 Ib uplift at joint 5. 1 Ih Uplift � � . �
uplift at joint 19, Ih uplift at joint 1 4 I uplift at joint � � � ��int 1b uplift at joint 0, lb
a � ���r�t 1 F 1 lb uplift t ��r�t 1' ted 1 4 1b uplift at joint 14.
Continued an page 2
t Truss Tarp
STOCKQ6738 El G RUO -F TRUSS
Mf l Ir T -I F, Idaho �� , ID 83403, Robin
Qty 1 Ply
MUL ASL LE PEC/1-1 /EJ(ID)
1 1 1
_ r _.. i Job Reference (optica I
.200 s Feb 11 2005 MiTek Industries, Inc. Ffi Feb 24 10:07'.0 —206-6-
NOTES
0 6 -
NOTES
11) This truss is designed rn accordance with the 2003 International Residential Code sections R502.1 1.1 and
LOAD CASE(S) Standard
R802.10.2 and referenced standard ANSI/TPI 1.
Page
Em
Nil — � RUUF TRUSS
CQMPONENTS-IF, Idaho Falls, IQ 83403, Robin
LOADING pf
TOLL 35,0
(Roof n o = . 0)
TDL 8.0
BOLL 0.0
-BCDL 8.0
LUMBER
TOIL CHORD
BOT CHORD
CD
1
i
---
Qty
P` M I D D E NVALLE FE /1-17/EJ(ID)R_ --
--�. �o b I efer nq o Fiona
_200 s Feb 11 2005 MiTek I nd ustries, In
Fri Feb 24 10-07:50 2006 Page 1
sPac«vc 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Encr YES
Code IRC20031TP12002
1
TC 0.64
BC 0.0
B fle00
(.trig
REACTIONS (I hf i ) =390} - - 4 4-11 /l h n ic,l, 3--76/Mechanical
Max IH - (load case
MaxU pl ift 1 l d case ), =-- (I o d case
Max ra = load case 9), 4-z2ffoad case 4). (load case
FORCES (lb) - Maximum CompressionlMaximum Tension
TOP CHORD 1-2-0/14012-3:;--145/25
BOT CHORD -4=010
1 _,
DEFL
X4
SPF
165OF
1.5E
-0.00 2
X 4
SPF
1650E
1.5E
1
TC 0.64
BC 0.0
B fle00
(.trig
REACTIONS (I hf i ) =390} - - 4 4-11 /l h n ic,l, 3--76/Mechanical
Max IH - (load case
MaxU pl ift 1 l d case ), =-- (I o d case
Max ra = load case 9), 4-z2ffoad case 4). (load case
FORCES (lb) - Maximum CompressionlMaximum Tension
TOP CHORD 1-2-0/14012-3:;--145/25
BOT CHORD -4=010
1 _,
DEFL
in (loo)
I/d ofl
L/d
Vert(LL)
-0.00 2
>999
240
Vert(TL)
-0.00 2
>999
180
Hor (TL)
-0.00 0
n1a
n/a
BRACING
TOP CH RD
POTCHORD
PLATES
MT20
Weight: 6 I
GRIP
197/144
ScoIe. 1.E„=1
Structural wood sheathing directly applied or 1-6-0 oc purlins.
Frigid ceiling d i rectly appIiad or 16-0-0 oc bracing.
NOTES
1)Wind: ASCE 7-9& mph; h= ff; TCDL=4. psf; B DL=4, psf, Category 1I; Exp ; enclosed; ; MWFFSS friteri or LuLumberDOL;--1 . plate grip L�1. .
�
TOLL. ASCE y-98; Pf=35. ,p f (flat roof snow); Exp } Fully Exp.
3) Unbalanced snow loads have en considered for this design.
4) This truss has been designed for greater of min roof live load of 18.0 psf ar 2.00 tires flat roof load of
35.0 psf on overhangs
non -concurrent with other lige loads,
This truss has been designed for a 10.0 p f bottom chord I ive load nncon urr nt with any other live loads.
Refer to g, rd e r(s) for truss to Fru ss ion n ections
Provide h n i l con n calor (by others) of truss to bearing Int apabl of ith t nd I n 1 lb uplift tjoint
at jointend lb uplift
8) This truss is designed in accordance with the 2003 International Residential Code sections 8502.11.
and R802.10.2 and
referenced enced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job
Truss Type
Q6738 MlG ROUF TRUSS
T I . PONEi T -I F, Idaho f=alls, ID 83403,�Robin
LOADING psf
TOLL 35.0
(Roof now=35,0)
TDL 8.0
BCL L 0,0
DL 8.0
LUBE
TOP CHORD
BOTCHORD
EBS
I
Cn
1
y4 fir_ .
u�45
o�_Reference Gnal
Feb6.200 s 11 2005 MiTek Industries, J n --c. Fri 'F 4 +10,07,51 20'06 Page 1
_-_ 1-6-0 1_x4 II
--
SPI --o
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress i nr NO
Code IRC2003ITP12002
X4 SPF 1F 1.5E
XPF 10F 1.5E
X4 SPF tudj� td
CSI
TC 0-95
E3C 0.01
13 0.00
(Matrix)
REACTIONS(Ib/size) 4--190/1-6-0, 2=501/1-6-0
Max Harz -=Coad case )
MaxU pl M4=` (I oad case 9), =-2,08 (load case 7)
Max Grav4=111(load ase 7, -830(1 oad case
FORCES (lb) M ximurn Compress [on/Maximum Tension
TOP CHORD 1-2-011431 2-3;---257/61, 3-4=-1107/4311
BOT CHORD -4=010
1u-0
❑EFS
in (loc)
Ildeff
Lfd
Vert(LL)
-0.22 1
n/r
120
Vert(TL)
-0_26 1
n!r
90
Harz,(TL)
0.00
nla
Na
BRACING
TOP CHORD
BOT H RD
PLATES
I1 T 0
IP
1971144
Scale; 1 ,5''x.1,
Weight: lb
Structural wood sheathing directly applied or 1-6-0 oc purlins,
except end verticals.
Rigid ceiling direct[ appCied or 10-0-0 oc bracing.
NOTES
1) l i m b :P_ 7-98; 0mph; h= ft T DL=4 _ psf; B C L=4 , psf; Category 11; Exp C. enclosed; MVVFRS int
nor zone; Lumber
D L=1.3 3 plate grip .D L=1.33.
Truss designed for wind loads in the plane of the truss only. For studs exposed to grind normal to t
Ie End DetiIpF
h face). see MiT k"Standard
TOLL: ASCE 7-98; Pf=35.0 psf (flat roof snow); Exp Q Fully Exp.
Unbalanced snow Ponds have been considered fc)r this design.
This truss ha si been designed for greater of min roof live load of 1 M psf or 2.00 Times flat roof load of 35.E f n overhangs
non -concurrent ith nth r live loads.
p
This truss has been designed for a 10.0 psf bottom, chord live load r oncon urrnt with any other live loads.
7) Gable requires continuous bottom chord bearing.
Gable studs spaced at 2-0-0 o..
Provide mechani al connection (by oth r) of If USs to bea rJn Fate a �abl
at jolint
� � of Itl�stand ir� 4Cb up�lift t joint �� 0 I� uplift.
10) This truss is designed in accordance with the 2003 International id nti l'
od sections R502,11 .1 and R802.10.2 and
referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
R I
i I
I 1
I e II
�D9A
a
I
I
Ni 6
4 ,
I
--;I_ L
...._�....�..._ .a..
I