HomeMy WebLinkAboutTRUSS SPECS - 05-00021 - 624 Centennial Loop - New SFRD
Job Truss ' Truss TypeQt Ply
F4420 Al IE TIU ss C i
STOCK COMPONENTS -IF, Idaho Falls, ID, 83403, Eric
i
.--
-0.0
REXINlA 2118 DG {ID} Fi
1
Job Reference optional
6.200E s Feb 11 2005 MiTek Industries, Inc. Mon Apr 18 16:04:51 2005 Page I
4x4
3
10-1-0
:5-0-8
DEFL
5-0-
12-1-0
Scale = 1:25.6
r
5-0-8
Plate Offsets :L2:0-1-10-1-� � -I -�O-�-8
LOADING psi
TOLL 35.0
(RoofSnow--35.0)
TDL 8.0
BOLL 0.
BL 8.o
LUTE
TOP CHORD
BOT H RD
'REBS
SPACING 2-0-0
Plates Increase 1.15
Lumber Increa1:.+1
Rep Stress I n cr YES
Code IRC2000/ANS195
X 4 SPF 1 5OF 1.5E
X SIF 165OF 1.5E
4 SPF Stuck/Std
i
CSi
TC 0.62
BC 0.19
WB (x.10
(Simplified)
REACTIONS 11s ) 2=68910-5-8y4--68910-5-
Max Hort =-'(Road case )
Max P 0 =- 1 (load case ), -11 (R oad case 8)
Max Gray 2=881 (load case 2),4=881 (load case 3)
FORCES (lb) - Maximum pr ss onlMa im um Tension
TOP CHORD 1-2=0/697 - =-466130, 3-4---466/30, -=0/69
BOT CHORD 2-6=0/396,4-6=0139
ABs -=0/1 7
V r
10-1-0
DEFL
in
(1o)
Udefl
1Jd
'rt(LL)
-.01
2-6
>999
240
Ver (TL)
-0`03
2-6
>999
180
H o r .(TL)
0.01
4
n/a
n/a
BRACING
TOP CH D
SOT CHORD
PLATES
MT20
Weighth. 34 its
GIMP
1971144
Sheathed or 6-0-0 oc purlins*
Rig id cei ling directly applied or 10-0-0 oc bracing b
NOTES
1 Wind: ASCE 7-98; 0rnph h= ft; T I L= . p f B L L= . psf; Category II; Exp ; enclosed; MWFRS interior
zone; Lumber DOL=1.33 plate grip 1L=1 ..
2) TELL: ASCE 7-98; Pf--35.0 p f (fiat roof snow); Exp ; Fully ,exp.
3) Unbalanced snow loads have been considered for this. design.
4) This truss hes been designed for greater of rein roof live load of 17.0 sf or 1 .00 times flat roof load of 35.0 psf
n overhangs non -concurrent with other live Roads.
5) This truss has been designed for a 10.0 psf bottom chord live load n n oncurr nt with any other Rive loads.
6) Provide mechanical connection (by other.) of truss to bearing plate capable of withstanding 112 1b uplift at
joint 2 and 112 lb uplift at joint 4.
LOAD CASE(S) Standard
Ln
P
I
Truss Type
OF TRUSS
I L; K UUM PUN E TAF, Idaho Falls, I D 83403, Eric
I
I
_2-0_0
-0-0
5 -0 -
5-0-
Qty� � y REX/NIA 2/18 ❑G (ID) H
I 1 1
Job Reference (optiona
6.200 s Feb 112005 MiTek Industries, Its . Men Apr 18 16:04:512005 Fuge I
4x4 =
E 1.
10-1-0
5--0.8
12-1-0
z -o -o
Scale = 1:25.6
00
Lo►aoiNG (psfl
TOLL 35.4
(Roof Snow --35.0)
7COL 8.0
gGLl. 0.0
BcoL a.v
LUMBER
TOPCHORD
BOT CHORD
OTHERS
SPACING
i0-0
Plates Increase 1.15
Lumber Increase 1.1
Rep Stress I n r No
Code IRC2000/AN'S195
X 4 SPF 165OF 1.5E
4SPF 1 F1. E
S P F Stu d/Std
- . - - -- - - . . -_-- - ■ F
CSI
TC 0.61
BC 0.21
WB *0
(Matrix)
10-1-0
10-1-0
D E F L
in
(Joc)
I/d.efl
LJd
Vert(LL)
-0.07
7
nIr
120
Vert(TL)
-0.08
7
ntr
90
Horz(TL)
0.00
6
n/a
n/a.
BRACING
T P CHORD
BOT CHORD
P LATE S
I T 0
Weight: 37 lb
IIP
197/144
Sheathed or 6-0-0 ec purlins.
Rigid ceiling directly applied or 10-0-0, ec bracing.
REACTIONS Ob/size) = /10 1 1 396`/1 1 } 1 1110-1-0, 10=201/10-1-0,T =2 01110-1
Max Hors 2=730oad case 5)
Max UpIift �1 (load case ), 6=1 '(l ad ease ), '10=- (l ad ease , =- (load case 9)
Max Gray =load case ), =(lad ease , 9=191 (road case 17 1 0=,(Id ease , =298 load ease 3)
FORCES 1b - Maximum Compression/Maximum Tension
TOP CHORD 1-2 =01135, 2-3=- 144163, 3-4=-95171, 4-5=-95/64, 5-6=- 144/631 - =0/ 1
BOT CHORD -1 ONEP0171, -1 O= 1, 8-9 =0171, 6-84[71
WEBS -=-1 /, 3 -1 0=3 0915 6, -=-0 9155
NOTES
1 Wind: ASCE 7_ ;m. ph; h= ft; T L=4. ; l3 L=4. f Category 11; Exp ; enclosed; MWFRS interior
zone; Lumber DOL=1.33 plate 9rlp DOL=1. .
Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal mal to the face),
see MiTel "'Standard Gable End Detail"
3) TOLL: ASCE 7-98; x`35.0 pf (flat roof snow)- Exp ; Fully Exp.
4) Unbalanced snow leads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 17.0 p f or 1.00 tires flat roof load of 35.0 p f
on overhangs non -concurrent with other live loads.
6) This truss has been designed for a 10.0 p f bottom chord live lead nonconcurrent with any other live loads.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 o .
9) Provide mechanical connection (by others)f truss to bearing plate capable of withstanding 123 IIS uplift at
joint 2, 137 Ib uplift at joint 6, 24 lb uplift at joint 10 and 23 lb uplift at joint 8.
LOAD CASES} Standard
LO
Jeb Truss Truss Type Qty Ply REX/1IREX/NIA 2118
-D (ID) H.. -
r
F4420 131 ROOFTRUSS
I 1 1 2 Job Reference optional
STOCKF Ef T -1F, Idaho Falls, ID 83403, Eric 6.200 s Feb 112005 MiTek Industries, Inc. Mori Apr 18 16:04:52 2005 F ge 1
- --1 10-0-01 14-7-8 --o
-4- -10-4 1-9-4 4-7- :5-4-8
4x4 - Scale - 1-041.9
1
6x6 !• 4
Wrt" 1�
-4-8
1
2x4 11
4x5
B-2-1 10-0-0
-4 1-9-4
0
01
8X8
14-7-8
4-7-8
3x10 61
Plate Offsets - :-- .
LOADING (psi
TOLL 35.0
(Roof n =35.0)
T DL 8.0
BOLL 01.0
BCDL 8.0
LUMBER
TOPCHORD
BOTCHORD
WEBS
SPACING 1-0-0
P l ate Increase '1.1
Lumber Increase 1.1
Rep Stress I n e r H
Code IRC20,001ANS[95
(Simplified)
4 SPF 165OF 1.5E
X 6 DF 240OF 2.OE
X 4 SPF StudlStd *Excepts`
W1 2 X4 SPF1 F1. E, W4 2 X4SPF 1 F 1.5E
'1 2 X 4 SPF 1 650 F 15E
D -0 -SJ
DEFL
in
(loc}
1ldefl
Lfd
Vert(LL)
-0.08
7-8
X999
240
Vert(TL)
-0.12
7-8
X999
180
Horz(TL)
0.01
fi
nIa
n1a
BRACING
TOS Hi
BOTCHORD
REACTIONS 6=496810-5-819=573810-5-8
Ma
=496810- - , =573810- -
Ma Hort 1=7 (l ad case .
Max Upliftl =-1 73(load case ), =0(lo d case , =` (lo d case 7
flax Gray 1= 1(load case , 6= 10 d case ), 9=57 38 (1oad case 1)
i #a
3x8
PLATES
MT20
Weight: 205 lb
LO
GIMP
197/144
Sheathed or --0 oc purlins,
Rigid ceiling directly applied or -0-0 oc bracing.
FORCES 0b) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-69/415, -3=- +4{46 `, 34=1242/161, 4-5=1 2421144r,5- =-5327}5
BOT H D 1 -10= -355/109,9-10=-3551109,8-9=-399187,7-8=-43914564r6-7=-439/4564
WEBS -10=0172, 2-9=-266/36, -48411500, 3-8=-42314218, 4-8=1 29111 , 5-8=-42021457, 5-7=-412/4135
NOTES
1 -ply truss to be connected together with 0.131 "''' N a! Is fo IIow :
Top chords connected as follows: 2 X 4 -1 row at 0-9-0 c.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7,0 o -
Webs connected as follows! 2 X 4.1 row at 0-9-0
2) All loads are considered equally applied to all plies, exc=ept if noted as front F) or, back 13face In the LOAD
CASE(S) section. Ply to ply connections have been provided to distribute only loads noted a (F) or ,
unless ther i c indicated.
3) Wind: ASCE 7-98; 90mph; b= . ft; T DL . f; B DL=4. f Category Il; Exp C- enclosed; M FRS interior
zone; Lumber DOL=1.33 p1 ate g rip DOL=1. 33.
4 T LL-. ASCE 7-98; X 35.0 psf (flat roof snow); Fop ; Fully Exp.
5) Unbalanced n loads ave been considered for this design.
6) This truss has been designed for a 10.0 p f bottom chord live load n neon urr nt with any other live loads -
7) Provide mechanic l connection (by oth=ers) of truss to bearing plate capable of withstanding 173 lb uplift at
joint 11 520 1 uplift at joint 6 and 590 Ib uplift at joint 91.
j§bfWW 1 n p" n( : 34-- -0 from 8-2-12 t -0-
Job
Truss
Truss Trp
F4420 B1 ROOF TRUSS
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric
LOAD CAS E() Standard
1 Snow: Lumber Increase=1.+1 , Plate Increase=11
Uniform Loads Of)
Vert: 1-4=-43,4-6=-43,1-9=-8, 6-9=-846(F=-838)
Qty Ply EYJC IA 2118 D (lid) H
1
2
Job Reference (optional)
6.200 s Feb 112005 MiTek Industries, Inca Mon Apr 18 16:04:52 2005 Page
Job I Truss
F0 ! B1
9
Truss Type
ISO F TRU s
STOCK CMPO ENTS-IFF Idaho Falls, ID 83403, Eric
1
1
L F
L
0
--1
-0-0
4 -9 -
D
Qty 1 Ply REXINfA 7118 DG ([D) H
a
� I
Job Reference (or
6.200 s Feb 11 2005 MiTek Industries, Inc.
-a
3
14--
4-9-
ianal)
20-0-0
5-2-1
"Ion Apr 1 16:04:53 2005 Fuge 1
5X8 =
5-2-13 10-0- 14-9-3 0-0-0
5-2-13 4-9-3 4-9- 1
Scale = 1.41.9
Plato Offsets
[1:0-0-9,0-0.-2],
[5.-0-1-3,Edgp]j1
1 a 0- -0
CSI
DEFL
in (10G)
Vd fl
Ud
d PLATES GRIP
LOADING (ps� SPACING --
TALL 35.0
Roof
Plates Increase
1.15
T 0.58
rt LL
0.04 1--13
999
a MT20 1971144
T CSL
Lumbar Increase
1.
B A
Vert(TL)
)
-0.0 1-13
>999
180
M1120 1971144
BOLL 0.0
hep Stress I n r
NO
WB 0.54
H rz.(TL)
0.01 11
n1a
n1a
BDL 8.0
Cede IRC20001ANS195
(Matrix)Weight:
95 lb
LUMBER
TOP +H[
BOTCHORD
WEB
OTHERS
X 4 SPF 165OF 1,5E
SPF 1650F 1.5E
s P F Stu std
4 SPF StudlStd
BRACING
TOP CHORD
ESOT H RD
Sheathed or 6-0-0 oc purlins.
Rigid ceiling directly appli d or -0-0 oc bracing.
REACTIONS (I bls i e) 1=41410- - , =1411'1 - - } 1 1=90211 - - , . = 1 /'1 -0- 2 12-2911 -0 -0,10=35/12-0-07
9=1 9/12-0-0, 7=- 5/1.2-0-07 =1 61112-0-0
Max Hort 1=147 1 ad case 6)
a , p I it# l =- 4(I o ad case 7), =-1 (l a d case , l l =-1 '1 load case 7), 8�84(load case ,
=- (1 oad cas e , 6=-21 (lea d cas e 8)
Max G rav 1= 04 load case , = load case , 11 =1 loa case ), ^ (load case 3),
1 = (l ad case 4), 10=7 load case 4), = lad case ), 54(l ad case 4), =22lad
case
FORCES (lb) - Maximum Compression/Maximum�Tension
TOE H D 1- -740/45, - i�1 , -1 11i. , - 811
BOTCHORD 1 1 /49 9, 1 1 =- 114991 1 '1-1 1149 91 10- ll =-7 3/9 6, -1 -7319 6, x'3/9 6, =-7319 6,
-7a-73/96, -kms-73196
WEBS 2-13=0/1 707 -1 798111 By -11- -535/48,r -1 1 =-143[72P 4-8=-586182
NOTES
1 Wird: ASCE 7-98; 90mph; h= ft; T DL= . p 1•-, L . F f; Category 11; Exp enclosed; MWFRS interior
zone; Lumber DL=1 .33 plate grip DOL --1.33.
2) Truss designed for wind loads it the plane of the truss only. For studs exposed to wind (normal to the face),
see MiT k "'Standard Gable End Detail"
3) TOLL: ASCE 7-98; Pf--35.0 p f (flat roof snow); Exp ; Fully Exp,
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for a 10.0 p. f bottom chord live load nonconcurrent with any other .lige loads.
6) All plates are MT20 plates unless otherwise indicated.
7) All plates are 1.5x4 MT20 unless otherwise indicate=d.
) Gable studs spaced at -0- .
Continued on page
Jobs
F4420
Truss
1
Truss Type
ROOF TRUSS
STOCK COMPONENTS -IF, Idaho Falls, ICS 83403, Epic
Qty [Ply -] REX/N/A 2f18 DG (ID} H
Job Reference optional
. 0 s Feb 11 2005 MiTek Industries: Inc. Mon Apr 18 16:04:53 2005 Page
MOTES
9) Provide mechanical connection others) of truss to bearing plate capable of withstanding I b uplift at joint 1, 1Ib uplift at joint , 116 1b
uplift at joint 11 , 84 1b uplift at Jolnt , 35 lb uplift at joint 7 and 21 lb uplift at joint 6.
LEAD CA5E(S} Standard
Job
Truss
Truss Type
F4420 C1 ROOFTRUSS
STOCKP ENT -IF, Idaho Falls, I D 8340.3, Eric
1-1
hi
Qty Ply REX/NIA 2118D (ID) H..
1
1 21
Feferenee 0-n Lionel
6.200 s Feb 112005 MIT& Industries, Inc. Mon Apr 18 16:04:54 2005 Page I
-0-0 444 B-0-0 12-3-12 16-7- 0-3- 4-7- -7-
-0 -0 4-48 3-7- 4-3-12 - -1 3-7-8 4-4-8 2_0.0
Scale = 1:52.6
5x5
3x8 5X5
7 nA
4--1
PIate ffsett. .�2:�0-2�-30�-j�8[8:0.2-310-1 -[11:0-4-0-4-
LOADING (psfd
TLL 35.0
(Roof Snow=35.0)
TDL 8.0
LL 0.0
BDL 3.0
LUMBER
TOFF CHORD
BOT H R
WEBS
SPACING 2-0-0 CSI
Plates Increase 1.15 TC 0,34
Lumber Increase . SC 0.68
Rep Stress In r NO WI3 0.67
Code I00/N1 (Simplified)
4 SPF 1F 1.5E
X 6 DF10F1.6E
4 SPF StudIStd
REACTIONS I bl i e) 2=2971/0 -3 -8.Y8=2971/0 -3 -
Max Horz 2=113(load case 6)
MaxUpllft ^ 0 l ad case 7), = (I ad case 8)
Max r'av =349 (I o ad case , =3 (i ad case 3)
8x8i
16.7-S
4-3-12
3x8 =
r A— + -
DER
in
(Ioc)
Ildefl
Ud I PLATES
Vert(LL)
-0.12
11-12
X999
240 MT20
Vert(TL)
-Q.1711-12
X999
184
Horz(TL)
0.05
8
n1a
nIa
BRACING
TOP CHORD
-Tel drel-:
Weight: 252 lb
LO
Iq7
CD
FLIP
1971144
Sheathed or 6-0-0 oc purlins, except
2-0-0 oc purlins (6-- max.): 4-.
Rigid id i li ng directly applied or 10-0-0 vc bracing.
FORCES 1b - Maximum ompre ionlMaxirnum Tension
TOFF H R 1-2=017212-3-56111824? 344 - 1 1814, - =_0722, - =- O ' , 6-7=-51 M8141
7-8=-56111824, 0/72
BOT H ICK 1 2 7 71 J 4823, 1 1 -1 `-7781499 8, 10-11=-778/49,983
1-jMP3 10=iJ 4823
WEBS 3-12=-378192, 4-12=-38212231, 5-12=-1 204/223, -1 180/91 , 1 =-12041223, 6-1 0=-382/2231 ■
s
10= 37819
NOTES
1) -Ply truss to be connected together with 0.131 TRx3" Mails as follows:
Top chords connected as follows: x 4 ; I row at 0-9-0 o .
Bottom chords connected as follows; 2 X 6 - 2 rows at 0-9-0oc.
Webs connected as follows: 2 X 4 - 1 roar at 0-9-0 o .
2) All loads are considered equally applied to all plies, exce,pt if noted as front F) -or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as F) or ),
unless ther ri e indicated.
3) 'Find: ASCE 7-98; ph ho ft, T DL . f; BG L4 4. f; Category 11; Exp ; enclosed; MWFRS interior
zone; Lumber D Lr1. 3 plate gfip DOL=1 ` -
4 TOLL: ASCE 7-98-- Pf--35.0 psf (flat root snow); Exp ; Fully Exp.
5) Unbalanced snow loads have been considered for this dein.
6) This truss has been designed for greater of min roof live Iced of 17.0 psf or 1.00 times flet roof load of 35.0 p f
n overhangs non -concurrent with other rive loads,
7) Provide adequate drainage to prevent water ponding.
. b",H% n designed for a 1 .0 p.ef bottom chord live lead nonconcurrent with any other live loads.
EJ10
F4420
Truss Truss Type City ply
k
C1 ROOF TRUSS 1
STOCK P EDIT -IF, Idaho Falls} ID 83403, Erie
REX/NIA 211 D (D) H
2 lJobRefe_ rence (e tlonal
*200 s Feb it 2005 MiTek Industries, Inc. Mon Apr 18 16:04:54 2'005 Page
DOTES
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 490 Ib uplift at joint 2 and 4901b uplift at joi nt .
10) i rder' caries hi I� end ith - - end �ethae .
I�
11) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC wl -1 Od nails,
1 ) Hanger(s)o r other connection device(s) shall be provided sufficient to support concentrated lead 884 lb dowry and 203 ib up at 16-7-8,
884 Ih down and 203 lb up a -0- on bottom chord. The design/selection of such connection de ice(') is the responsibility of others.
LOAD CASE(S) Standard
1) Snow: Lumber Increase=1.1 5, Plate Increase=l .1
Uniform Load (ppb
Vert.-, 1 - , `-43(F= ), 6-9=- , -1 bm-1 ,
Concentrated Loads (lb)
Vert: 12=-884(F) 10=- fl
10-12=-205(F=-189)1 8-10=46
Job I Truss I Truss Type
F4420 C2 ROOFTRUSS
e
STOCK M PONENrT --IF, Idaho Falls, ID 834038 Erre
to
1
---o
-0-0
5-2-1
5-2-13
UlWIM
9-3
6A �
0
Qty I Ply I REXINIA 2118 DG ([D) H
1
Joh Reference (opflonall)
6.200 s Feb 11 2005 MiTak Industries, Inc. Mon Apr 18 16-1-04-.54 2005 Page I
111.7.7
5X5
61
1 Q_A_ 1 1
4-9-3
-7_g.
--1
12 11 10 9 8
U4
U4 = 3x8
1.5x4 11
IMF Ar'qLw.r
1. - -1J
10-0-0
14-7-8
9-4-11
24-7-8
in
Io)
Vd fl
_ +i4ii
FOLATES RIP
5-2-13
44-3
4-7-
4-9-3
5-2-13
Plate Offsets (X. ■ F2:0-10-1.0-0-141. r7:+iF2-1. - - 1
Scale = 1:54.7
TALL
SPACING
2-0-0
GSI
DEFL
in
Io)
Vd fl
Lld
FOLATES RIP
_
*moi
(Roof no i0)
Plates Increase
�1.
T
rt(LL)
'
-0.09
11
T 1971144
TDL In
Lumber Increase
'1.
ESC 0.40
Vert(TL)
�
-0.1
-11
180
TOLL 8.
Rep Stress r
`E
1 0.41
Horz(TL)
0,06
n/a
n/a
L L
Code IID 01ANS[
(Simplified)
Weight: 1 Ih
LUMBER
TOP CHORD 2 X 4 SPF 1F 1.E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WBS 2 X 4 SPF Stud/Std
REACTIONS TI I/ l z 7=124110-3-812=143210-3-8
M a
=124110-3- 1 =143210- -
Ia hlrz 2=1{load case 6)
MaxD p I ift7=- (I ad case ), 2 =-1460 oad case 7
M ax G rev 7=1 0 o ad case 3), 2=1 870(1oad case )
BRACING
TOR' HO D
BOT I -I FAD
Sheathed or 4-0-12 oc purlins, except
-0 oc purlins (4-7-1 max.): - .
Rigid ceiling directly -applied or 0-0-0 oc bracing.
FORCES (lb - Maximum Compression/Maximum Tension
TO P CH 0 R Dy �1-2 0168, 2-3=-23 041'9 F - 1 5718 � 4-5=4 34111 , 5-6=4 5718 7.1 -7=- 04/79
BOT CHORD _1 ='1 1, 1 ff 1 9684 1 1 =-1 1 1 /1 968. 1 0-1 `60/1 428, -1 0 - 11 428■ -9=-2211968, / 1 968
WEBS3-12=0/17 , -171=-637192, 4-11 -5/4311 4-9=30113017 5-9=013667 r6 -9=-637/92Y 8 011 75
NOTES
1 Wind: ASCE 7- ; mph; h;- ft; TCDL=4. p f ECDL= . p f; Category 11; Exp ;enclosed-, IVIWFIRS interior
zone; Lumber DOL=1.33 plate grip DOL=1.33.
2) TOLL: ASCE 7-98 X35.0 P f (flat roof now); Exp ; Fully Exp.
3) Unbalanced snow loads have been considered for this design,
4 This truss has been designed for greater of min roof lire load of 17.0 psf or 1.00 tires flat roof load of 35.0 p f
on overhangs non -concurrent with other live loads.
5) P r ov1de adequate drain a g e to prevent water porgy di n g.
61) This truss has been desig reed for a 10.0 p f bottom chord live load nonconu rr nt with any other live loads.
7) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 66 IIS uplift at
joint 7 and 1461b uplift t jolnt 2.
8) Design assures 4x (flat orientation) purl*lns at oc spacing indicated, fastened to truss T / -10d nails.
LOAD CASE(5) Standard
11
Jots
F,0
Truss I Truss Type
I ROOF TRUSS
STOCK COMPONENTS -IF, Idaho Falls, 113 ,83403, Eric
LO
1
Folate Offsets LX,Y):
LaADING (pstj
TCLL 35.0
{Roof Snow=35.0}
TCL $.4
BCLL 0.0
BGQI. 8.0
---0
-0-0
--1
1-0-0
5--3
6
u
Job Reference Ior)tinal)
6.200 s Feb 11 2005 MiTek Industries, Inc. Mon Apr 13 16:04:55 2005 Fags 1
1 -7r
5X5
6x6
5--3
4 -7 -
6-2-13
.QP&
1
1,5x4 II
1-0-0
119 1
4 =
3x8
3x4 =
12-7r8
6-2-13 5-9-3 -7- -9-3
SPACING -0-0
Folates Increase 1.1
Lumber Increase 1.15
Rep Stress In r YES
Code IRC20001ANS195
LUMBER
TOFF CHORD 2 X 4 SPF 1650F 1,5E
BOT CHORD 2 X 4 SPF 1650E 1.5E
WEBS 2 X 4 SPF Stud[Std
CSI
TC 0.$3
BC 0.39
WB 0.75
(Simplified)
REACTIONS (lb/ iz) 7=1241/0-3-8, =1432/0- -
Max Hort 2=1 (load case 6)
MaxU p I if 7 -7 load case , 2=154(1 o a d case 7
Max G rav 7=1 47 I oad case 3), 2 =1 7Goad case 2)
�6
4-7-
DEFL
in
([ac)
Ildef[
L!d
Vert(LL)
-0.08
9
X999
24+0
Vert(TL)
-0.14
8-9
X999
180
hEorz(TL)
0.06
T
nla
n!a
BRACING
TOS' CHORD
BOT H RD
0
1
PLATES
MT20
Scale i 1.68.4
Weight: 109 lb
GRIP
1971144
Sheathed or 3-9-12 oc purlins, except
2-0-0 oc Fuin -0-0 rax.): -5.
Rigid ceiling directly applied or 10-0-0 oc bracing.
PONCES (lb) i Maximum Compression/Maximum Tension
TOP H D 1- .=016 } - =-1 01 5,y =- 5 /l 15t 4- 108311 , - =-1 58/1 O , -7=-'1' 1192
BOT CHORD 2-12=-9511626,11-12=-9511626,10-11=0/10901 -10=0/10907 8-9=-26/168617-8=-261168
WEBS -1 0/ 11, 3-11 =-8071111, 4-11 391565, 11=-4331246a 5-9=-29/4872 6-9=49411 10, 6-8=01211
NOTES
1 Wind- ASCE 7-98-- rph; h= ft; T DL . p ,- B C L=4. p f; Category II; Exp Ca, enclosed; MWFRS interior
zone; Lumber D L=1.33 plate rip DOL= .33.
2) TELL: ASCE -; X35.0 p.f (flat roof snow); Exp ; Fully Exp.
3) Unbalanced snow loads have been considered for th design.
4) This truss has been designed for greater f rain roof live load of 17.0 p f or 1.00 times flat roof load of 35.0 p f
n overhangs pion- o n u trent with. other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This true has been designed for a 10.0 p f bottom chord live load nonconcurrent with any other live loads.
7) Provide mechanical connection (by others) of -truss to bearing plata capable of withstanding 78 Ib uplift at
joint 7 and 154 lb uplift at joint 2.
8) Design assumes 4x2 (fiat orientation) purlins at oc spacing indicated, fastened to truss TC wl -1 Od nails.
LOAD CASE(5) Standard
Job
.T W1
Tru ss
TiU55 TY47E — Qft]f Ply
Rao TRUss I i
STOCK COMPONENTS -IF, Idaho Falls', lig 83403, Eric
I
LO
T
-2-0-0
�Kjro
6-4-1-1
5-11-1.
REXfNlA 2118 DG (I D)
1
H
�J , I I Joh Reference (optional)
6.200 s Feb 112005 MiTek Industries, Inc. Mori Apr 98 4fi:04:55 2 -005 -Page 1
El
4-7-
-11
Scale = 1:53.2
N
.5x4 II
E001
5x8
7
9.5x4 11
-11 12-3-12 18-2-13 24-7-8
5-11-1
Plate Offsets l .[2:0-2-1 0--[6:0-2-120:0Q_:12L1---3- .
LOADING (psf�
TCLL 35.E
(Roof Snow=35.0)
TCOL 8.0
BOLL 0.
BQDL 8.0
LUMBER
TOP H RD
BOT CHORD
WEBS
SPACING
Plates Increase
Lumber Increase
Rep Stress In r
Code I O/
X 4 SPF 165OF 1.5E
X 4 SPF +1' 65OF 1.5E
SPF StudlStd
-- l
1.15 TC 0.88
1.15 BC 0.40
YES WI3 0.86
(Simplified)
REACTIONS Ib/size) =124110--, =12O_..
Max Ho.rz 2=201(Road case )
MaxU P l i =- l o o case,= -1 ' (l ad case 7)
Max Gray =1454(load rase ), = 748(loa case 2)
5-°11-1
DEFL
in
(loc)
IJdef]
Ud
Vert(LL)
-0.08
$
X999
240
Vert(TL)
-0.14
8-9
X999
1$4
Horz[TL)
0.06
fi
n!a
nla
BRACING
TOPCHORD
BOT HCS
FORCES (1b) - Maximum Compression/Maximum Tension
TOP C H 0 RD 1-2 =01683. 2.-3=- 1 1518 61t -1 209/1151 =- 12 09/115Y i 19 15186
SOT 9611 8-9=-9611639 7-8=-25116393 &7=-25/1639
WEBS 3-9=0/2197 3-8=-8461116,4-8=-22/709, 5-8-=846/1116,5-7=01219
NOTES
-11
PLATES
MT20
Weight: 95 Ib
LO
GRIP
197/144
Sheathed or 3-8-6 oe purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1) rid: ASCE 7-98; ph h= ; T DL=4. p f: R ILL . p f; Category 11: Exp ;enclosed; MWFRS interior
zone; Lumber COOL=1.33 plate grip D L=1.33.
2) TOLL.- ASCE - I .0 p f (flat roof snow); Exp ; Fully Exp.
3) Unbalanced n loads have been considered for this dein.
4 This truss has been designed for greater of min roof Rive load of 17.0 p f or 1.00 times flat roof load of 35.0 p f
on overhangs non -concurrent with offer live loads.
5) This true has been designed for a 10.0 p f bottom chord live load noncon urr nt with any other live loads.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 Ib uplift at
joint 6 and 155 Ib uplift ofloirpt 26
LOAD CASE(S) Standard
Job �, Truss Truss Type
ROOF TRUSS
1 UUK CUMPONENTS-IF, Idaho Falls, ID 83403 Eric
Ln
C
.2.0.0
1 ji
FS
f ■
-8-4
--4
Qty pay
REXIN/A 2118 D (ID) H
I Job Reference Reference (optional)
6.200 s Leh 11 2005 MiTek Industries, Inc. Mon Air 18 16:04-57-2005 Page 1
4x6 11
5
16.6-0
4-24
LD_.._'"
� J
f
4-7-8
4-5-4
Scale = 1:53.2
2x4 11 12x12 =
8x8 =
12A 2 - 2x4 1
V^ IM 1711
4-5-4 -1- 12-3-12 16-6-0 20- -4 24,7-8
4-&4
KIM -1
4-2-4
HM,
3-8.4
Plate Offsets (X,Y): [2:0-3-1 3,Edg2]., [8.0-3-13, Edge], 1`10:0-3-8,Edge], [11:0-4-0:70-4-8]1[12:0-3-8,EdgeI
400
LOADING (psi
T LL 35.0
(Roof Snow=35.0 )
TCD L 8.0
B LL 0.0
BCDL 8.0
EI -0-0
Plates Increase 1.1
Lumber Increase 1.15
Rep Stress Iincr NO
Code IFc0001l1
LUMBER
TOP CHORD 2 X 4 SEF 165OF 1-5E
BOT CHORD 2 X 6 CSF No.2
WEBS 2 X 4 SPFStud/Std *Except'
W3 2 X 4 SPF 1650F 1.5E, WS 2 X 4 SPF 1650F 1.5E
3 2 X 4 SEF 1650F 1.5E
WEDGE
Left: 2 X 4 SPF Stud/Std, Fight: 2 X 4 SPF to td
REACTIONS l[ie) 8441 1/0_3-, =486610-3-8
Max Hort = 0 (E ad case )
Max P I i=-40Iad case ), =-Id case 7
Maxra = 1 (load case , = 4 load case 2)
BRACING
TOPCHORD
BOT CHORD
WEBS
PLATES
MT20
M1120
Weight: ht: 1b
Ln
GRIP
1971144
197/144
Sheathed or 4-1-6 u dins.
Rigid id eili rig directly applied or 10-0-0 ec bracing.
1 Row at midpt 4-11
FORCES (1b) - Maximum Compression/Maximum Tension
TOPCHORD 1- i 072, - -111241773 -10 626 , - - 12153 , - - 1 , -71-x' 55/6 0 0,
BOT H O D-1 =-70 .1l ! t 12-13=-70-31951543 11-1 - 647/91781 10-11 =-43916526Y 1 0=-531175K
8-9=-53117500
'REBS 3-13 = 01144, 3-12=46916 8 , 4-1 -3 8 915981, 4-11=-57 2J444, 5-11 =47 0/5948 7 6-11 =- 1744/20 71
1 0=0120114561 10=-118 51143 , 7 =-39/793
NOTES
1) -ply truss to be connected together with 0. 1 31"'x3" 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 rows at -7-0 oc,.
We bs co n nact d as foI lows: 2 X 4- 'I row at 0-9-0 oc, Exce pt m em be r 4-12 2 X 4- 2 rows at OA -0 cc.
2) All leads are considered equally applied to all plies, except it noted as front F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been provided to distribute only loads noted F or (13),
unless otherwise indicated.
3) Wird: ASCE - mph; h= ft; T DfL=4* p ,- c L=4.8p f; Category li Exp c enclosed; MWFRS interior
zone; Lumber D L=1.33 plate grip DOL=1.38„
r Pf=35.0 p f (flat roof now); Exp ; Fully Exp.
in
NO
ildefl
Ud
Vert(LL)
-0.24
12
y999
240
Vert(TL)
-0.32
12
X923
1$0
Horz(TL)
0.09
8
nla
nla
BRACING
TOPCHORD
BOT CHORD
WEBS
PLATES
MT20
M1120
Weight: ht: 1b
Ln
GRIP
1971144
197/144
Sheathed or 4-1-6 u dins.
Rigid id eili rig directly applied or 10-0-0 ec bracing.
1 Row at midpt 4-11
FORCES (1b) - Maximum Compression/Maximum Tension
TOPCHORD 1- i 072, - -111241773 -10 626 , - - 12153 , - - 1 , -71-x' 55/6 0 0,
BOT H O D-1 =-70 .1l ! t 12-13=-70-31951543 11-1 - 647/91781 10-11 =-43916526Y 1 0=-531175K
8-9=-53117500
'REBS 3-13 = 01144, 3-12=46916 8 , 4-1 -3 8 915981, 4-11=-57 2J444, 5-11 =47 0/5948 7 6-11 =- 1744/20 71
1 0=0120114561 10=-118 51143 , 7 =-39/793
NOTES
1) -ply truss to be connected together with 0. 1 31"'x3" 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 rows at -7-0 oc,.
We bs co n nact d as foI lows: 2 X 4- 'I row at 0-9-0 oc, Exce pt m em be r 4-12 2 X 4- 2 rows at OA -0 cc.
2) All leads are considered equally applied to all plies, except it noted as front F) or back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been provided to distribute only loads noted F or (13),
unless otherwise indicated.
3) Wird: ASCE - mph; h= ft; T DfL=4* p ,- c L=4.8p f; Category li Exp c enclosed; MWFRS interior
zone; Lumber D L=1.33 plate grip DOL=1.38„
r Pf=35.0 p f (flat roof now); Exp ; Fully Exp.
Joky s Truss Truss Type
F0
ROOFTRUSS
STOCK COMPONENTS -IF, Idaho Falk, ID 834031
Qty I Ply
1
EYJN/A 2/18 D (ID) H
2, Job Reference (optional
Ed c 6.200 s Feb 11 2005 ISI iTek Industries, Inc. Mon Apr 18 16:04-157 2005 Fuge
NOTES
5) Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greater of min roof lire load of 17.0 psf or 1.00 times flit ;roof load of 35.0 p.f on overhangs non -concurrent
with other Imre loads.
7) This truss has been designed for a 10.0 p f bottom chord live load non on urr ent with any other live loads.
8) All plates are MT20 plates unless otherwise indicated.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstandin 9 400 lb uplift at joint and 496 1b u plift at i0int 2.
1 Girder carries tie-in span(s): 9-5-8 from 8-1-8 t w
11 Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5269 Ib down and 347 lb up at 8-1-8 on
bottom chord. The design/selection f such connection device(s) is the responsibility of others.
LOAD CASE(S) Standard
ndard
1) Snow: Lumber Increase=1.15, Folate Increase=1.1
Uniform Load (ply
Vert: 1-5=-86,5-8=-86, 2-12=-169 8-12=199(F=483
Concentrated Loads (Ib)
Vett: 1=R1(F
Job I Truss - Truss Type
F4420 CR1 ROOF TRUSS
STOCK COMPONENTS -IF, ldiho Falls, ID $3039 Er-
---15
2-9-15
2118 DG (fb) Fi
rence (optional
6.200 s Feb 112005 MiTek IndustrIes, Inc. Mon Apr 18 16:04:58 2005'_ Page I
5-9-6 i 111-2.0
--
- -10
1.5x4 I I Scale = 1:30.1
R
J
Plate Offset(X,Y): [2:0-2-1510-0-21
LOaDin[G (ps,Q
TCLL 35.{)
(Roof 5nvw=35A)
TCI]i 8.0
BOLL 0.0
EDL 8.0
LUMBER
TOP CHORD
BOTCHORD
WEBS
SPACING 2-0-0
Plates increase 1.15
Lumber Increase 1.15
Rep Stress I n r NO
Code IRC20001ANS195
DF 240OF -E.
X4 SPF'I OF 1.5E
X4 SPF tud]St
-6
E
CSI
TC 0.93
BC 0,44
B 0.89
(Simplified)
REACTIONS I b/size) 6=1080/Mechanical., 2=790/0-4-15
Max Hort = 1 (Ioad ease 7
Max> f I =- lad case 7), =4 (load case
Max Gray =1 load ease , =1 17fad case 2)
FORCES Ob) - Maximum Compre nlMaxim urn Tension
TOP GHORD 1 - = ' , 2-3=1 237/053-4=232/1% 4-5=-13/0,4-6=-710/232
;SOT CHORD 2-7=-276/1155, 6-7---276/115
WEBS 3-7=01231 T 3-6=4 272/159
1.5x4 11
11--0
--1 0
3x8
TEFL
[.iiiy
Ply
RE7CINIA
Ud
4
1
-0.04
T
X999
240
Job Refe
2118 DG (fb) Fi
rence (optional
6.200 s Feb 112005 MiTek IndustrIes, Inc. Mon Apr 18 16:04:58 2005'_ Page I
5-9-6 i 111-2.0
--
- -10
1.5x4 I I Scale = 1:30.1
R
J
Plate Offset(X,Y): [2:0-2-1510-0-21
LOaDin[G (ps,Q
TCLL 35.{)
(Roof 5nvw=35A)
TCI]i 8.0
BOLL 0.0
EDL 8.0
LUMBER
TOP CHORD
BOTCHORD
WEBS
SPACING 2-0-0
Plates increase 1.15
Lumber Increase 1.15
Rep Stress I n r NO
Code IRC20001ANS195
DF 240OF -E.
X4 SPF'I OF 1.5E
X4 SPF tud]St
-6
E
CSI
TC 0.93
BC 0,44
B 0.89
(Simplified)
REACTIONS I b/size) 6=1080/Mechanical., 2=790/0-4-15
Max Hort = 1 (Ioad ease 7
Max> f I =- lad case 7), =4 (load case
Max Gray =1 load ease , =1 17fad case 2)
FORCES Ob) - Maximum Compre nlMaxim urn Tension
TOP GHORD 1 - = ' , 2-3=1 237/053-4=232/1% 4-5=-13/0,4-6=-710/232
;SOT CHORD 2-7=-276/1155, 6-7---276/115
WEBS 3-7=01231 T 3-6=4 272/159
1.5x4 11
11--0
--1 0
3x8
TEFL
in
(Ioc)
IEdefl
Ud
PLATES
Vert(LL)
-0.04
T
X999
240
MT20
Vert(TL)
-0.07
6-7
X999
180
Hvrz(TL)
0.02
6
nla
n/a j
Weight: 47 lb
IP
197/144
BRACING
TOP H RD Sheathed or 6,0,0 oc purfins, except end verticals.
BT HICK Rigid ceiling directly applied or 10-0-0 oc bracing.
TE
1) Wind: ASCE 7-98; 0mph; h= ; TCDL- f; 13DL . p t� Category 1I Exp enclosed; MVVFRS interior
zone; Lumber DOL=1.33 plate grip D L=1. .
2) TOLL: ASCE 7i98 X35.0 p f (flat root snow); Exp ; Fully Exp.
3) Unbalanced snow loads have been Gon id red for this design.
4) This truss has been designed for greater of min roof live load of 19.1 p f or 1.00 times flat roof load of 35.0 psf
on overhangs non -concurrent with other live loads.
5) This true has been designed for a 10.0 p f bottom chord Jive load n n oncurrent with any other I ive loads.
6) Refer to girder(s)for tease to truss connections.
7) Provide mechanical corp rection (by others) of truss to bear*lng plate capable of withstanding 240 lb uplift at
joint aidjoint �1b uplift at .
8} In the LOAD CASE(S) section, loads applied to the face of the Muss are noted as front (F) or hack (B).
LOAD GA5E(S) Standard
'I j 5now: Lumber increase ='1.15, Plate Increase='l.15
Continued on page
Job ;Truss -- Truss hype � ' 4ty Ply
F4420 CR1 ROOF TRUSS � 4
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric
REX/N/REX/N/A 2118D (ID) H
1
Job Reference (optional)
6.200 s Feb 112005 MiTek Industries, Inc. Mon Apr 18 16:04:58 2005 Page
LOAD CASE(S) Standard
Uniform Loads pl
Vert: 1-2=-86
Trapezoidal
- =-
Trapezoidal Loads (pig
Vert: 2=4(F=41, B=41) -to -4=-237(F=-76, 13=- )� 4=-237(F=-76, B= -76) -to -5=-242(F=-78, B=-78), =-O(F= , B= )-to- =4-5(Fw--1 5,13= 5)
-
Job Truss Truss Type -Qty P l I EXIN/A 2118 r I
o �
F4420 CR2:ROOFTRUSS
Job Reference (optional
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric
2-9-15
-1
1
6.200 s Feb 112005 MiTek Industries, Inc.. Mon Apr 18. 16:04:58 2005 Page 1
3x4 I I Scale =1:29.9
0
Plate Offsets (X,Y): [2:0-2-4,Edge], [
(psi
TOLL 35.0
(Roof Snow=35.0)
T D t_ 8.
BOLL 0.0
BCDL
LUMBER
TOPCHORD
BOT CHORD
WEBS
SPACING 1-0-0
Pl
- -
Pl t Increase 1.1
Lumber Increase 1.15
Rip Stress I n cr NO
Code IRC20001ANS[95
SPIT 1 OF 1.81E
FBF 1650F 1.5E
SPF Stu d/Std
1.5A NI 3x10 _
3-1-1 1 - 7-0-5 1 11-3-0
-1-1-1
1-1
CSI
TC 4.80
BC 4.48
WB 0.78
(Matrix)
REACTIONS (Ib/size) 7=599/Mechanical, 9=611/0 -9 -
Max Horz 9=417(load case 7)
MaxUFIiff=- 0 (l d case 6)
Max Grav 7=628(foadase ), 9=935(foad case 2)
4-2-11
DEFL
in
floc)
1ldefl
Lld
PLATES
Vert(LL)
-0.01
7-8
X999
240
MT20
Vert(TL)
-0.02
7-8
X999
180
�
Horz(TL)
-O.Ofl
7
nIa
nfa
j
BRACING
TOPCHORD
BOT CHORD
FORCES (1b) - Maximum Compression/Maximum Tension
TOP H 1 D 1-2=-1/98,2-3=-219/1032,3-4=-32710�4-5=-198/965-6=-191OY5-7=-388/139
BOT CHORD 2-9=-9691230, 6791230, -9 --969/0,' 7-8=-243/286,
WEBS 3-9=-99316,3-8=-331130014-8=-333/963
- _`316, -- 311 0 ■i-333/1.!` 3 4-7=-315/134
Weight: 49 lb
GRIP
1971144
Sheathed or 6-0-0 oc purfins, except end verticals.
Rigid ceiling directly applied or 6-0-0 oc bracing,,
NOTES
1) Wind. ASCE - p r h= ft TCDL= . psf; B DL=4. p f} Category II; Exp enclosed; F interior
zone; Lumber COOL=1.33 plate grip DOL=1. .
2) T LL: ASCE 7-98; Pf--35.0 psf (flat roof snow); Exp c; Fully Exp.
3) Unbalanced snow r loads have been considered for this design.
4) This truss has been designed for greater of miry roof live load of 19.1 p f or 1.00 tires flat roof load of 35.0 p f
n overhangs non -concurrent with other live loads_
5) This truss has been desig n d for a 10.0 p f bottom chord live load nonco current with any other live loads.
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connect n (by others) of truss to hearing plate capab[e ofwithstanding p X00 Ib uplift at
point 7.
8} Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb
dawn and 5 Ib up at -2-10-10 an tap chord. The design/selection of such connection device(s) is the
responsibility of others.
9) In the LVAD CASE(S) section, toads applied to the face of the truss are noted as front (F) or back {B}.
LOAD CASE(S) Standard
Continued on page 2
.J ob
F0
Truss
Truss Type
ROOF TRUSS
STOCKP EDITS -IF, Idaho Falls, ID 83403, Erre
LOAD CASE(S) Standard
1) Snow: Lumber In crease=1 1 , Plate Increase=11.1
Uniform Loads pI
Vert: 1-2=-43
Qty
0
FSI
1
Job R ferenc 1 1
6.200 s Feb 112005 MiTek Industries, Inc. Mon Apr 18 16:04:58 2005
Concentrated Load (lb)
Very: 1=-50(F)
Trapezoidal Loads (p1
Vert: 2=43(F=43, B=43) -to -5=-194(F=-751 =-7 , 5=-194(F=-75, B= -75) -to -6=-199(F=-78,
Page
B=-78), 2=8(F�8, B=8) to -7=-37(F=-1 4, B=-14)
Job Truss Truss Type
F4420 Di IROOFTRUSS
STOCKPONENT -IF, Idaho Falls, ICS 83403, Eric
Qty Ply REXINIA 2118 DG (!1)] Ft
21 Job Reference (oF
6.200 s Feb 11 2005 MiTek Industriies, Inc.
tonal)
Mon Apr 18 16:04:59 2005 Page 1
-2,00 021-2.12-8-0-0
8.0.0
13-7-4
13-74
1944
-1
1-0-0
>993
240
Vert(TL)
-0.26
12-14
2-2-12
5-9-4
-0-0
2-2-12
-4
5-7-4
-0
-0
-10-1
5x5 =
3x1 O
3x4 -
Scale = 1:64.7
1. 5x4 (1
7.QQ'12 4 5 6 7 $ g
LOADING (psfi}
TCLL. 35.0
(Roof Snow --35.0)
TCDL, 8.0
BOLL 0.0
BCUL 8.0
LUMBER
TOS" ISD
BOT IIB
WEBS
16 15 14 13 12 11 1
2x4 5X10 4x6 3A 0 2x4 I I
4x5 =
2.2-12
8.0.0
13-7-4
19-4-4
25-1-4
0-0
-Q.1812-14
>993
240
Vert(TL)
-0.26
12-14
2-2-12
5-9-4
-7
0
5-9-0
5-10-1
SPACING `0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep ureas 1 n r NO
Code IRC20OO/ANS195
X 4 SPF 165OF 1.5E
DF No.
SPF Stud/Std *Excepts`
W2 2 X4 SPF1 OF1. E.
CSI
TC 0.45
BC 0.93
B 0. 7.8
(Simplified)
REACTIONS TION ft/slze) 10=3615/Mechanical, 1 =394910- -8
Max Herz 1=1load case 7)
Max Upliftl =- 4 Icad case , 1 =- 07(load case 7
Max Gray 10=3931 (load case )x 1 =lad case )
QEFL
in
{koc)
Ifdefl
Ud
Vert(LL)
-Q.1812-14
>993
240
Vert(TL)
-0.26
12-14
X999
180
Horz(TL)
0.05
10
n!a
nIa
BRACING
TF' H1[
BOT H RD
'EBS
JOINTS
PLATES
MT20
Weight,. 335 Its
GRIP
19711
Sheathed or 0-0 tic purlins, except end verticals, acrd
2-0-0 oc purlins - rax.): 4-.
Frigid ceiling directly applied or 6-0-0 oc bracing.
1 how at raid pt -1
1 Brace at J t) :
FORCES (1b) - Maximum Compression/Maximum Tension
TOS' CHORD 1- =Oi7l , 2-3=-1741895F 3-4=-4719/669P =4027160415-6=-6030/8347 6-7=--60301834P 7-8_-60=834P
-=010, 9-10=-197117
BOT H CS 2-16=4791227115-16=-779137P 14-15=8551604% 13-14--855/6049P 12-13=-,85516049,
11 -1 2=-54914015, 10-11 =-549/40 1
'REBS 3-16=-38931545) 3-15=-567/45597 4-15=29712158P 5-15=-2570/321 j 5-14---17611176P 5-12=-1 68142,
6-12=-3881357 8-12=-362/25607 8-11=-176/1176,8-10=-51011698
NOTES
1) 2 -ply truss to be connected together with 0.131 01 " Nails as follows:
Top chords connected a s follows X 4 - I row at 0-9-0 oc.
Bottom chords connected as follows: 2, X 6 - 2 roars at 0-9-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 .
2) All loads are considered equally applied to all plies, except if noted as fret (F) or back (B) face in the LOAD
CASE(S) section. Fly to ply connections have been provided to distribute only loads noted a (F) or B),
unless otherwise e indicated.
3) Wind: ASCE 7-98; mph h= 5ft; T+ L=4. f; B 'BL=4F f, Category 11; Exp ; enclosed; MWFRS interior
zone; Lumber LC L=1.33 plate grip L=1. .
4) TOLL: ASCE 7-98; Pf--5.0 p f (flat ref snow); Exp ; Fully Exp.; L= 45-0-0
5) Unbalanced snow Feeds have been considered for this design.
5 This truss has been designed for greater of min roof lire load of 20.0 p f or 1.00 times flat roof load ot 35.0 p, f
n overhangs non -concurrent with other live loads.
7 Provide adequate drainage to prevent water ponding.
Continued on bags
Job
Truss
Truss Tyke Qty
Ply
REX/NIA 2I1$ DG (ID) H
F4420
' D'f
ROOF TRUSS 1
Joh Reference optionaE �
STOCKCOMPONENTS-IF, Idaho Falls, ID 83403, Eric
NOTES
6,200 s Feb 112005 MiTek Industries, Inc. Mori .fpr 1 16.04.59 2005 Page
3 This truss has been designed for a 10.0 p f bottom chord I ive load noncon u rrent with any other live loads,
9) Refer to girder(s) for truss to truss connections,
1 Provide mechanical onne ti (bothers) of truss to bearing pate capable of withstanding 534 lb uplift at joint 10 and 507 lb uplift at joint 16.
11 Girder carries hip end with 0-0-0 right side setback, - - left side setback, and B-0-0 end setback.
1 Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss T / 2-10d nails.
13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 834 Ib down and 159 lb up at 8-0-0 on
bottom chard. The design/selection of such connection device(s) is the responsibility of others.
COAD GASES) Standard
1) Snow: Lu m b r I n r a e= 1 5,Fol ate I a rea ='1,1
Uniform Loads (plf)
Vert: 1-4---86, 4-9=-43(F=43), 2-15=-16,10-15=-205(F=-189)
Concentrated Loads Ib
Vert: 15=-884(F)
Job
Truss
DI
Truss Type ply
ROOF TRUSS 1
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric
--0-0
-0-0
6-o-6
-o-
11-7-3
5-6-
1-
-- 1
17--0
REX/N/A 2178 DG (11)) H
fl
r,L._-. I I Job Reference (optional)
6.200 s Feb 11 2005 MiTek Industries, Inc. Mon Apr 18 16:05-.00 2005
4x4 =
EV
22-8-13
5--1
4-4-0
-0-
13 12 11 5x8
3x4 5x8_U4 MEMENNO
8-
8--
'late Offsets (X,Y): [2:0-1 -8, Edg 1, [10:0-1-8Ed j, [12:0-4-0,0-3-01,�
LOADING (psf}
TCLL 35.0
(Roof Snow --35.0)
TCDL 8.0
BCLL 0.0
BGL]L $.E1
LUMBER
TOP CHORD
BOT H RD
WEBS
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1.15
Rep Stress I n r YE
Code IRC2000/ANS195
X 4 SPF 1650E 1.5E
FBF 165OF 1.5E
X 4 SPF tau std
csi
Tc 0.84
BC 0.71
WB 0.74
(Simplified)
REACTIONS (lb/size) 2=193410-5-8, 1=1736/Meehanical
Max Hort =laud case 6)
Max UpI ift =-1 (food case 7), 1 0=1 06(load case 8)
Max G rav 2=(load case , 1 = 0 load case )
DEFL
in
{log}
Ildefl
Lfd
Vert(LL)
-0.1811-12
X999
240
Vert(TL)
-0.3711-12
X999
180
Horz(TL)
0.11
'!Q
nfa
nla
BRACING
TF' CHORD
BOT CHORD
WEEDS
8- -1
RLTE
T20
Scale = 1:72.8
E
Weight: '1 lb
Ln
a
GRIP
1971144
Sheathed or 2-9-12 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Flow at midpt 5-1217-1
FORCES Ib) i Maximum Compression/Maximum Tension
T P H D 1- =0169j - =- 022117 , - =-254 '11 11 - 4711 1 a - =-17 1 /17 , -7=-17 111 " ,
- l-2594/1 , 8-9=-259411 83, -1 ='W3081 M 7
SOT CHORD 2-13=204/2575 12-13=1 02119595 11;1 =- 1"i983, 10-11 =- 0212645
EBS 3-13=045901143, 5-13=-31/639, 5-12=-1 0451163, 6-12=-91 /1235, 7-1 =-1 0711164, -11=-34/680,
-11 =-6381146
MOTES
1)Wind: ASCE 7-98; 90mph; h 2 ft; T DL= . psf; BCDL= . p f; Category 11; Exp enclosed; MWFRS interior
zone; Lumber [SOL=1.33 plate grip D L=1. .
2) TOLL ASCE 7-98; Ff=3 5.0 p f (flat root snow); Exp ; Fully Exp.
3) n balanGed snow loads have been considered for this design.
4) This 'truss has been designed for greater of min roof live load of 17.0 pf or 1.00 times flat roof load of 35.0 psf
an overhangs non -concurrent with other live loads.
5) Th is truss has been designed for a 10,0 psf bottom chord f ive load n neon cu rr nt with any ether live roads.
6) Refer to girders) far tress to tru s s connections.
7) Provide mechanical connection others) of brass to bearing plate capable of withstandfrig 188 lb uplift at
joint 2 and 106 Ifs uplift at joint 1.
LOAD CASE(S) Standard
Jab
Truss
Trus Type
Qty
Ply
REX1NfA 2118 DG tID) H
F4420
D71
ROOFTRUSS
�
1
-0.31
11-12
X599
180
Horz{TL}
0.11
Jab Reference optional
STOCK COMPONENTS -IF, Idaho Falls, ID 33403, Eric
AC
-7-11
5-7-11
7 nn rl'9'
10-,9-14
-2-2
6.200 s Feb 112005 fiTek. Industries, Inc. Mon .fpr 1316:05:01 2005 Page 1
16-.0-0 118-4-01 23-6-2
5-2-2 2-4-0
5x5
6x6 =
--
--
5- 2-2
4-4-0 06-4-
8-2-1
- -
15 141312
3x4
3x8 =
4X4
8-2-13 , 16-0-01 118-4
B-2-13
Plate Offsets (,). .,[1:0-1- Ed a [.0 1-14,Edge]
LOADING(psf)
TOLL 35.0
(Roof no =35.0)
TDL 8.0
BOLL 0.0
BCDL
LUMBER
TOP CHORD
BOT CHORD
WEBS
SPACING - - '
Plates Increase 1.1
Lurcher Increase 1.15
Rep Stress I n er YES
Code IRC20001ANS195
X 4 SPF1F1. E
4 SPF'I 50F 1.5E
X 4 SPF Stud/Std
-
1
TC 0-7
BC 0.68 0.57
(Simplified
REACTIONS (IbIsize) +1=1 736/1eehania I, a 1 934/0-5-8
Max Horz +1=- 3(I ad case )
Max U pi iftl =-1 (i ad ease , =-1 4 l ad ease 8)
Max G rav 1= 0.4(1 a case ), 9=2401 (load case 3)
20
-1-
7--
11
-2-1
01ft I lmb"ft
DEFL
in
(loc)
Ildefl
Ud
Vert(LL)
-0.16
12
>999
240
Vert(TL)
-0.31
11-12
X599
180
Horz{TL}
0.11
9
nIa
nIa
BRACING
TOP CHORD
BOT CHORD
WEBS
PLATES
MT20
CD
Scale = 1-1-
Weight: ht: 1 lb
IF
197/144
Sheathed or 3-0-5 oc purlins, except
2-0-0 oc purlins (5-6-6 max.): -.
Rigid ceiling directly applied or 10-0-0 oe gracing.
1 Row at m i pt 3,1415-14, -1
FORCES(lb) Maximum Compression/Maximum Tension
TOP CHORD 1-2=-3264/171, 2-3=-2811/1773 3-4=1830/155, 4-5=-1580117715-6=-1 82711561 0-7=-275011749
7-8=-27581174i .8-9=-31981167t 9-10=0/69
BOT CHORD 1-1 5=18412801,14-1 5=-8612192,13-14=011 5779 12-13=011 5779 11-1 =- t21 3r -1 1 =-4312722
WEBS 2-15=-5881136, 3-15=-32/628, 3-14=-9761151 a 4-14=-441638, `14=-4381454, 5-12=-68/825,
6-12=-947/15036-11=-30158Z7 8-11=-5351133
ETES
1) 'mind: ASCE 7-98; 90mph; h= ; T DL=4. f; BCDL=4. p fa Category ll, Exp ; enclosed; MWFRS interior
zone; Lumber [SOL=1.33 plate grip DEAL=1.3 .
2) TOLL: ASCE 7-3 X35.0 pf (flat roof arrow); Exp Go Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 p f or 1.00 tires flat roof load of 35.0 p f
on overhangs. non -concurrent with other live loads-
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 p f bottom chord live load noncon urr nt with any other live loads.
7 Refer to girder(s) for truss to true connections,.
) Provide e h ni al connection (by others) of truss to bearing plate c.apable of withstanding 102 lb uplift at
joint I and 184 1b upli at Joint 9.
9) Design assumes 4x2 (flat orientati on) pu rl in s at oc spacing indicated, fastened to truss TC wl -1 Od nai Is.
LOAD CASE(S) Standard
Job
Truss Truss Type
a
Qty
Ply
F EXINI 2/18 CSG (ID) H
F0
D12 ROOFTRUSS
11
X999
240
Vert(TL)
-0.26
11-12
X999
Job Reference optional
STOCKCOMPONENTS-1F, Idaho Falls, ID 83403, Eric
LO
6.200 s Feb 112005 M!Tek Industries, Ire . Mon Apr 18 16:05:02 2005 Page 1
7-2-13 14-0-0 20-44 -1- 34-4-0 1364-0
6-9-3 -4-0 - 7-2-13 0.0
6X6
5x5 =
Scale = 1:74.8
5x8� 12 11 10 9 8 5X1U'
4
1. 5x4 11
7-2-13 14-0-0 D-4-0 7-1- 34-4-0
7--1
Plate Offsets MY): [1:0-1-8,Edgel, [6:0-1-14,Edgel
LOADING psi
T LL 35,.E
(Roof Snow --35-0)
TDL ..
ELL OF
EDL 8.0
LUMBER
TOP H RD
i
-'-
SPACING -- 1
Plates Increase 1.15 TC 1.00
Lumbar Increase 1.1 0.61
Rep Stress In r YES WB 0.50
Code I I OOO/ NS I (Simplified)
4 SIF 21 OAF 1.8E *Except'
T2 2 X 4 CSF 240OF 2.OE
X 4 SPF 1650F 1.5E
X 4 ,SPF tud]td
REACTIONS I bI i) 1=1728/Mechanical, � 926/0- -
ax Hort 1=T 4 I ad case 5
M ax U p ift1=-ad case , =-1 7(1oad case -)
MaxG ray '1=2191(load case ), = 49 E ad case 3)
6-9-
7-- 1
DEFT.
in
(loc)
lldefl
Ud
Vert�LL}
-0.16
11
X999
240
Vert(TL)
-0.26
11-12
X999
180
Horz(TL)
0.12
6
nIa
nla
BRACING
TOPCHORD
LOA Ell -on [a] ski
LI:kz_'90".
PLATES
MT20
F
Weight: 143 lb
00
GRIP
1971144
Sheathed, except
-0-0 oc purlins (2-9-12 rax.): -4.
Rigid ceiling directly applied or 10-0-0 oc bracing.
I Row at midpt 2-117 3-915-9
FORCES (lb) - Maximum o pr sior /Maximum Tension
T P H RD 1- =-3214/11 11 - =- 7/11 , =-1 1i r1, - -x.28711 , - =-32'1 / 111, - = 016
E T H D 1-1 =-1 /2745,11-1 =i1 1 74,5� 10.11=-6011972 -1 =-6011972, � =0127457 � =012745
WEBS 2-12=012457 -11=-906/130, 11 71597, - = 171417, - =0151 � 5-9=-906113015-8=0/245
N TE
+1) Wind: ASCE 7-98; mph; h= ft; T DL= . p f; DL�4. p 1:; Category II; Exp enclosed; MWFRS interior
zone; Lumber DOL=1..33 plate grip DOL --l.334
2) TOLL: ASCE 7-98; Plf=35,0 p f (fiat roof snow); Exp ; Fully Exp.
3) Unbalanced snow loads have been considered for this Assign.
4) This truss has been designed for greater of miry roof live load of 17.0 p f or 1.00 times flat roof load of 35.0 p f
n overhangs non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6)r Th is truss has been designed for a 10. p f bottom cho rd I ive lead n n oncu rr-ent with any Oth er I ive loads.
7) Refer to girder(s)) for truss to truss connections.
8) Provide mechanical connection (by others) of true to bearing plate capable of withstanding 92 lb uplift at
joint 1 and 175 Ib uplift at loi of 6.
9) Design assurnes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC wl -10d rails.
LOAD CASE(S) Standard
Job
F440
P. Truss Truss Type Qty Ply
D13 ROOF TRUSS
STOCK COMPONENTS -IF, Idaho Fills, ID 83403, Er`
ki
I
LO
REX/N/A 2118 DG SID) H
.. Job Reference (optional)_,
6.200 s Feb 112005 MiTek Industries, Inc. Mon Apr 18 16:05:03 2005
Page I
-2-0-0 6-2-13 12-0-0 17-2-0 -0 -1- 4-4- 136-4-0
Scale1.70.5
5x5
3X8 5x5
4
0XI U 14 13 12 11 10
1.5x4 3x8 5x5 3x8 1.5x4
5-9-
--
Plate OffsetsXY): [2:0-1-14, Edge], 0-3-01
LOADING (psf�
TGLL 35.E
(Roof Snow --35.0)
TeoL 8.0
BCLL 0.0
BCDL 8.0
SPACING 2-0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress 1 n r YES
Code IRC20001ANS195
CSI
TC 0.95
BG 0.60
B 0.68
(Simplified)
-0
--0
--
DEFL
in lac)
Ilde#I
Lrd
Vert(LL)
-0.20 12
X999
240
Vert(TL)
-0.29 'I'i-12
X999
180
Horz(i'L)
0.13 8
nfa
nla
LUMBER 13RA IN
TOP CHORD 2 X 4 SPF 1650F 1.6E TOP CHORD
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF Stud/ td BOTCHORD
'EBS
REACTIONS l b/size) 2=1926/0-5-8,8=192610-5-8
Max Horz
=1926/0- -# =192610-5-
Horz =-1 (I ad case )
Max U PI if#=- l 64(1 ad case,8--164(1 oad case 8)
Max G rav 2=2585(load case ), = load case 3)
34-4-0,
LOA
- F-
ELATES
MT20
Weight: 153 11
Ln
j
..1P
1971144
Sheathed, except
2-0-0 oc purlins (3-0-3 max.): 4-6.
Rigid ceiling directly applied or 10-0-0 bracing.
I Row at m idpt 5-1335-11
FORCES (lb) - MaximumCompression/Maximum Tension
TOP CHORD 1-2=0/6972-3=-3508199,3-4=-2'739/1209 4-5=-23631143.55-6=-236311439 -7=-2739/120,=� ,
-=0/69
BEST H .D -14=-1 90/2 991 , 1 -14=-1 90/2991,1 -1 =-108/2497, 11-1 =-108/2497 5 10-11 =- 16/2 991
-1 -1612991
WEBS 3-14=01209, 3-13=73411102 4-1 = , 5-13=-81 611 , 5-12=0/1 91, 5-11 =-8161136J -11=0/790,
7-11 =-734/1 102 7 10-01209
NOTES
1) Wind: ASCE 7-98; 0mph; h= ft; T DL=4. p f DL=4. p f; Category 11'. Exp ; enclosed; FF interior
zone; Lumber DOL=1.33 plate grip DOL=1.33*
2) TOLL: ASCE 7-98; Pf=35.0 p f (flat roof snow); Exp $ Fully Exp.
3) Unbalanced snow loads have been considered forthis design.
4) This truss has been designed for greater of min roof live load of 17.0 p f or 1.00 times flat roof load of 35.0 p f
n overhangs non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This true h as been desig ned: for ai 10.0 p f bottom chord live load no neon current with any other live l oads.
7) Provide mechanical connection (by others) of truss to bearing plate capabl of withstand in1641b uplift at
joint 2 and 164 lb u pl i at joint S.
8) D esig n assumes 4x2 (flat o riertitation) p r] i n s at oc spading indicated, fastened to truss TC wl -10d na1Is.
L,QAQ CASE(S) Standard
Job Truss Truss Type
JF4422 p p14 ROOD TRUSS
a
STOCK COMPONENTS -IF, Idaho f=alls, 0-8-M03, Eric
Ln
E2-0-0 2- J-0
-0-0
-7n n
--1
01
A A r% C'
4-9-5
5X5 =
4
4
Qty I Ply
REX/N/A 2118D (113) H
elJob Reference optional
F
6.200 s Fete 112005 MiTek Industries, Inc. Mon Apr 18 16:05:04 200.5 Page I
A M Lo" A a
3x4
6
A A
--
5X5 =
7
34-4-0
D
-0-0
Scale ® 1. 70.5
15 14 13 12 11
1.5x4 3.x8 = 5x6 3x8 1.5x4
5-2-13 10-0-0 17-2-0 24-470 -1- 4-4-0
5-2-13 4-9-3 7-2-0 7-2-0 4-9-3 5-2-13
I r i czPf ty yi- r -n-1 .14- F Meal. r ..o-1-14.Edael. 113: 0-3-0.0-3 -41
LOADING (psq
TELL 35.0
(Root Snow=3 5.0)
TDL .
BOLL 0.0
BDL 8.0
PI -0-0
Plates increase 1.1
Lumber Increase 1.1
Rep Stress'Inr YES
Code IRC20001ANS195
1
TC 0.75
BC 0.71
B 0.61
(Simplified)
DEFL
in
(loc)
IJdefl
LJd
Vert(LL)
-0.26
13
X999
240
Vert(TL)
-4.39
12-13
X999
180
Horz(TL)
0.15
9
nla
nla
LUMBER BRACING
TOP CHORD 2 X 4 SPF 165OF 1.5E TOPCHORD
BOT CHORD 2 X 4 SPF 1650F 1,E
WEBS 2 X 4 SPF StudIStd BOT H RI)
EB
REACTIONS TION ftlsize) 2=192610-5-8,9=1926/0-5-8
Max Hort=144(load case 6)
M ax U PI W=- (i oad cas e 7), =-'152(1 oad. case 8)
Max Gray = 9 10 d case , = 9(loo d rase )
PLATS
MT2Q
Weight: 14 lb
L0
1
GRIP
197/144
Sheathed or 3-0-3 oe Purlins, except
2-0-0 oc purlins (3-1-0 max.): 4-7.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at i 1pt 5-14k -1
FORCES (lb) - Maximum mpr ion# la imurn Tension
TCP CHORD 1-2=0169p2.3,.37661177.1 3,4=-31571201, 4-5=-2718/206, 5-6=-3156/202, 6-7=-2718/206,
7-8=-3157/2011 - = 3766117 , -1 0=0169
BOT H FAD 2-15---238132039 14-1 =- . 813203, 13-14=-22413200.112-13=1 84132003 11-1 =-94/3203,
9-11 =-94132 0
WEBS 3-15=011 7 , -14--554190, 4-14=1 9119 D4, 5-14=-1 1661172, 5-13=1 15/241, 6-13=1 151241,
&12=-11661172.7 -1 =-1 /1004, B-12=-5541907 8-11=0117
NOTES
1) Wind: ASCE 7-98; 0mph; h= 5ftr T L=4. p f- B L= . p f- Category 11; Exp ; enclosed- MWFRS interior
zone; Lumber lL=1.8 plate grip DOL=1.88.
2) TOLL: ASCE 7-98; -35,9 p f (flat roof snow); Exp ; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of rain roof live load of 17.0 p for'1.00 times flat roof load of 35.0 p f
on overhangs non -concurrent with other live loads.
5) Provide adequate drainage to prevent water ponding.
6) This truss his been designed for e 10.0 p f bottom chord live load n n on urr nt with any other live loads.
Provide mechanics, connection (by others) of truss to bearing plate capable of withstanding 152 Ike uplift at
joint 2 and 152 Ike uplift at joint 9.
8 Design assumes 4x2 (flat orientation) purlins t oc spacing indicated, fastened to truss TC wl 2-10d nails.
LOAD CASEtSj Standard
11
m
1
i�t
_1
N
�1
r �
T 1
1
+I „
1 y
i
7'
■
■ J 1 L
Ir �1
r .
IIE
I
INE
F■ I$ r
I
I* 1
F � `
MIN
I
■
1
91 x F r 311
■ 1 +� 1` 1 +1
• 'I■ , Ir Ir
06
* IF !
ON
1111 OL I
y _ I N, -441 i '6j 06_
1 '
bc ja M
IIL NO !'�' 1 11 IS ■ t� : Pt + L y
V IF
biiii No
It ;k ;rr 0 L I m IF
P 1 Ali r= 14 ' i �■
AN
NIP gr Ed 1H 7
JL: bw *F in 110111111 IL pit Wr
Liii Ir Ir lit P 19t
06 r lit
3(?
"m L lip
11111.
i .
1 }r A 16
3F b w op Ei 1 06 0 1 1 p 0
■ !2 IIE IN
i
■ _7 � T A I �1
i tp
`� a -
UR
0 r 06 Viii k� 4 r 19
W45. I r V�. L
_... # L 1 ■+ _ a
L ,
ic f Dal -iii
ANIP_OF a A R
7 ONP — - �' r IN ■,■ * � Q Ii Y IV
' i ,tel ■ 1Y11 F 9111111 r 9r m IN. MP Ir 0 IFJ111 m all
' p
L IL on 0
t,
- 1 IN L — 1 _ til ■
ON Ir WW 3q 91
N 61
IL % L q .0a �♦ a s
b
it i�
—
_ "d 06
R w t? ON it b
A pj PC I. I b7 A ON
-F W1 ;p ��� roe IN;
_` pe — iA
A
06 Ir Pjsh�lNO — %in
06
� fr ■
,■.86 I �■
LIP
IILO
11 ' pp - ■
■ —INE .`
rr
i 7 � T 1 ■ i
7 L 7 Y ■
1 1 ■ _ _
kt
IN bw
*vNi "bel"I I -
AFA
r ;L . IN I'm1
7 WININ
J 1 1�' .7 1
7 _ t LL IIINo
L p
m a wo ki %4:6 Ir k 416 p NIN A
r■ ■ 1 1
L.
IN
3K
■
■ ya 1 L ■ L -
A
:IL
NO
`7
- 1 IN L — 1 _ til ■
ON Ir WW 3q 91
N 61
IL % L q .0a �♦ a s
b
it i�
—
_ "d 06
R w t? ON it b
A pj PC I. I b7 A ON
-F W1 ;p ��� roe IN;
_` pe — iA
A
06 Ir Pjsh�lNO — %in
06
� fr ■
,■.86 I �■
LIP
IILO
11 ' pp - ■
■ —INE .`
rr
i 7 � T 1 ■ i
7 L 7 Y ■
1 1 ■ _ _
kt
IN bw
*vNi "bel"I I -
AFA
r ;L . IN I'm1
7 WININ
J 1 1�' .7 1
7 _ t LL IIINo
L p
m a wo ki %4:6 Ir k 416 p NIN A
r■ ■ 1 1
L.
IN
3K
■
■ ya 1 L ■ L -
Job
F"20
Trues Tru s T pe
D15 ROOF TRUSS
STOCK MPONEI T -IF, Idaho Falls, ICS 8303, Eric
- -0-0
2-0-0
am
4 =%, A
-7-8
-
Qty
Ply
REX/NIA 2118
�` LL
21
SII
--
l
.�
(Roof �_��
J bR f
6x6
U4
4 5
D (ID) I
Job Reference e e erenc(optional)
6.200 Feb 112005 I ITek Industries, Inc. Mon Apr 1 16:05:04 2005 Page 1
V,^
--
3X8
6
26-4-0
6x6
VA
-�11-8 34-4-0 -�-�
-7-8 4-4- -0-0
Scale = '1 :70`2
" 27
6x8 U4 6x6 _ 2x4 6X8
-0- r 14-0-1
Plate Offsets(X,Y): : - -1 , - - :0- --1
LOADING
(ps�
�` LL
SII
--
l
.�
(Roof �_��
Flat r�,:
1.15
T 1.00
TCL
Lumber
� Increase
1,15
Bs7
ALL
Rep StressInr
l
0.92
BOLL
�
ode lF �. �'
I I(Simplified)
LUMBER
TOFF CHORD 4 SPF r1 F 1.5E
HOS' CHORD, X DF 1 OF 1.6E
WEBS x 4 SPF Stud/,ltd `Except*
SPF 1 F 1.5E, 2X .FF�1 F1. E
REACTIONS Ib/size)2=417110-5-8, 9=417110-5-8
Max Hort =11 fl ad case )
M ax l ift =- 77(l a d ca se ), =R ` 7(1 oad case 5)
M ax ra =4965 I a c ase , 9=496 loci case )
0-,4
DEFL
Vert(LL)
Vert(TL)
Horz(TL)
-4-�
in floc) Ild fl
-0.35 12-14
-0.49 1-14 8
0.'1 n /a
BRACING
TOP CHORD
BOT CHORD
U
240
180
n1a
r.-W���
PLATES
MT20
Weight: 347 Ib
FLIP
1971144
Sheathed r -0- purlins, except
2-0-0 a Purlinsmax.): 4-7.
Rigid id ceiling directly applied or 10-0-0 o bracing.
FORCES (Ib) - MaximumCompression/Maximum Tension
TOP CHORD 1-2=01731 - =- 5.x'1 , -4�=-x 99411 ,4-5=-6842/1127y 4& 011 1 - =- 4 �I 1 T
a a
7-8=-7994/1288, - =- 2J1 , .1 =0.73
BOT CHORD w =-11 '141, 14-1 =-149719301,1 -14~-1455/930.1, 1 -1 =-145519301, 1-12 .145519301 Y
-11=-105117141
WEBS3-15--226/1850 4-15=-5961349315-15=-3386/578,5-14=-28111374, -14177/1 7,6-12=-25111270,
-11=-3386/578j 7-11=-596/3493, =-2261185
611
NOTES
1) -ply true to b connected together lth 0.1311"x3" fails a follows:
Top chords connected a follows: X 4 - I row at 0-9-0 o .
Bottom chords connected as follows: X - rows at 0-9-0 oe.
Webs connected a follows: X 4 - 1 row at 0-9-0 c.
2) All loads are considered equally applied t all plies, except if noted a front(F)r back(B)face in the LOA[
CASE sections Plyo ply connections have been provided t distribute onlyloadsnoted a(F)r(13),
unless otherwise indicated.
3) Wire!: ASCE 7-98; rnph; 1�= fi# T DL= . p fx B L=4. p f; Category 11; Expo ; enclosed; MWFF interior
zone; Lumber DOL=1 . plate grip SOL=1 ..
4) TOLL: ASCE 7-98; l f= . p� f (flat roof snow); Exp ; Full Exp.
5 Unbalanced snow loads have been considered for this design.
6) This truss has been designed for greaten of l*n roof l i �e load of 17.0 p f or 1.00 time fiat roof load of 35.0 p f
Cog V�W "-concurrent with other live leads.
r% 9rh JF%0%...0
E %J�.pr,
NOTES
i runs
D
Truss Type
ROOFTRUSS
COMPONENTS -IF, Idaho Falls, ID 83403 tri
'Qty f Ply
j
REXINIA 2f18 DG —(ID) H
M M i
6.200 s Feb112005 MiTek Industries, Inc.
tional.
Mon Apr 18 16:05:04 2005 Page
7) Provide adequate drainage to prevent water ponding.
This true has abre designed for a 10-0 f bottom h�� l.
9) load non�� rr�� ��� �n ����i loads. mers)
� � i�•d�r carries �� �� �� .8-0.of truss to pcapableof ithr��iir� 7 1b uplift �t jir�� r�� ��' iia �a lif� ����t lt0 end setback.� .
connections.
12), Hanger(s) or other 11) Design assumes 4x2 (flat pai n iridlat£�� tend � tr T - '.
hall be provided sufficient to support concern
884 1b down and 0lb ut � concentrated 1� �� � �� � u t .- r�:
-0-0 on bottom rd. The design/selection of such coy �
n��ti�r� di i the r��r�ik�i�it of others.
LOAD CASE(S) Standard
1 Snow; Lumber , n r a e� 1.1 , Plate Increase=11
Uniform Loads (p1
Vert: 1- ;- ,7 F= 1 -1 =- , -1 =-1 11-15=-205(F=-189),9-11=-16
oncentrat d Loads �
Fart: 15---8 84(F) 11 =-884( )
Truss
Truss Tpe
TRUSSROOF
l'�PON
STOCK COMPONENTS -IF, Idaho Fall
ID 83403, Eric
g
E2 -_O -O 2
2-2-12
-I-
10-1-0
1-10-10
2-0-0
� -1
-10-10
_10-1
5-10-10
5x5
I QtY My REXJNIA 211 (1 C)) H
;ibJob fernc c ticnal6.200 05 iTek Industri , Inc cnr
� 0P'ae 1
3x8 =
7.00 1 2 5 s
1--4
5-10-11
VA
3x8 - 3A,
--
Scale = 1:64.7
1.5x4 (I
16 is 14 13 12 11
4x4 3x8 =
LOADING (psfj
TCLL 35,0
{Roof Snow=35.0)
TCDL 8.0
BcLL ao
BCOL 8.4
SPACING -0-0
Plates Increase 1.15
Lumber Increase 1.1
Rep Stress 1rrr YES
,Code 1 1N r
LUBE
TOIL CHORD X 4 SPF 1 ,OF I r E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 SPF Stud/Std
15-10-10
31.0-0
4-9.17
C51
DEFL
in
(loc)
lldefl
!Jd
TG 0.$6
Vert(LL)
-0.1911-'12
,572
240
BC 0.53
Vert(TL)
-0.34
91-12
a318
180
WB 0.66 �
Hnrz(TL)
0.02
17
nla
rola
(Simplified)
BRACING
TOP H RD
B T HD
WEBS
JOINTS
1 E CTI Ib/size) +11=273/Mechanical, 16=1347/0-5-8112=1705/0-5-8
Max H o rz 1 6=221(load case 7)
Max Upliftl1=-31 (load case ), 16=-1 I ad case i -
Max Gray 11 =41 1 lack case , 16=1 Ioa case 12=1 899(foad case 3)
U4
PLATES
T
Weight: 1471b
11P
1971144
CM
Sheathed or 6.0.0 oc purlins, except end Verticals, and
2-0-0 oc purlins (&0-0 rax.)
Rigid ceiling directly applied or ,0-0 oc bracing.
I Row at mjdpt 4-1636-12
1 Brace at Jt(s) : 10
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1.2=0167,2 -3=166185A,3 -4=-104/84614-5=-710160)5-6=.619/75.y- =- _
8-9=-2 313 0 0 7 -1 � 10o 1 11 257/45
ROT CHORD -1 =-7 1 1 ,1 --1 =4"10/ ` i 14-1 = 551539,13-14=-.55/539,12-13=.5,5/539
,''EB - =, 1 1 -1 -68165
-420/9+ Y -1 - 1 54/1 1, -"1 =- 71'1 ,5-15=.70/1155-1 = - 1
7Y &13=0/214F
6-12=-1 122/1092 7-12=572J10019-12=-5361755 -1 �1 =4 04/108.
NOTES
1Wind: ASCE 7�, fel p h ; h --; Tc L._ psf-7l3CDL- �' a -
zone; Lumber f�L=�I , � � Category Ifs � � enclosed; r''FF interior
plate grip DOS=1.33-
2) TILL: ASCE 7-98; Pf=35.0 p f (flat roofn * Exp p ; Fully Exp.} L_ 4--0
3) Unbalanced snow loads have been considered for this design.
4) Th is truss has been sig ned for greater of min roof live load of 20.0f 1 t0 ti
ori overhangs non -concurrent with thr Ire lead!pr flat roof lead f .0 sf
.
5) Provide adequate drainage to prevent waterc ndi n .
rg
) This is has bed�
signed for a 10.0 p f bottcrn chord flee load nonc ncurrent with
any other 1irc loads.ad
7) .Refer togirder(s) for truss to truss connections.
8) Provide mechanical connection(by others) truss �� bearing late ca abla of 1 Ib uplift atjoint
11, 1Ib uplift at joint 16 and 164 lb uplift at joint 12.
) dein assumes 4x2 flat orientation) purlins•
in indicated, fastened to truss Tcnailsb
LOAD CASE(S) Standard
Job
Truss
,Truss
Type
F4420
� D3
JROOF
TRUSS
STOCK OMF IIF T -!F, Idaho Falls., ID 83403, Eric
LO
I
-0- 2-2-12
P -V rm-r=
7-1-0
-10-10
1-0-0
10-10
QbY � PIy ` REX/N/A 2118 DG (ID) H
f�1 1
Job Reference Qptiorta!
6.200:s Feb 112005 MiTek Industries, Inc. Mon Air 18 16:0&-__05 2045 page'I
M _ 0- 21.9-4 26-2-14
-10-10 -10-10 4-5-10
5X5
1 TO -O
Scale = 1:66.5
3x4 1. 5x4 II 3x4 - 1. 5x4 II
� 6 7 R o
LOADING (ps�
TOLL 35.0
(Roof Snow. -35.0)
T DL 8.0
BLL 0.0
BCDL 8.0
14 13 12 11 10
SPACING
Plates Increase
Lumber Increase
Rep Stress In r
.17_n_n
2'0'0
s
1.1
YES
Code IRC20001ANS195
LUMBER
TOS" CHORD 2 X 4 SPF 1S OF 1.5E
130T CHORD 2 X 4 SPF 1 5 F +1,511
WEBS 2 X 4 SIF Stud/ td
3x8
--4
31-0-0
LOA
-0 -
Q_1_ I
- ■ i
CSf
DEFL
in
(loc)
Ildefl
Ud
TC 0.65
Vert(LL)
-D.2711-13
x$55
240
6C 0.75
Vert(TL)
-0.54
91-13
'472
180
WB 0.71
Horz{TL}
0.01
10
n/a
nla
(Simplified)
3x4
� PLATES
MT20
Weight: 150 fb
GRIP
1971144
BRACING
TOPCHORD Sheathed or 6.0-0 oc purlins, except end Vertical
s, and
-0-0 0C purlins (6.0,0 max.): 5- .
BOTCHORD rigid ceiling directly applied or 6-0-0 obracing.
''EES 110
r idpt -1 Y -14, 11 -115 -1
JOINTS 1 Brace at Jt():
REACTIONS (Iblsize) 1 _ 01 a an i 1, 14=134110-5_8 11=1725/0-5-8
Max Horz
= -
Horz 1 5 1 ad case 7)
Max ip1ift` 00 5 1oad case ), '14=-1 load case 7),11,- 162(load case 6)
Max rav I 0=517(load case ,14=1731 load case =2067(load case 3)
FORCES 1b - Maximum CompressionlMaximurn Tension
TOP CHORD 1-2=0167 '
-�1 ;-306/45 a
BOT CHORD 2-14=7311215,13-14=435/60% 1 -1 =- / 7 11- _
-561378, 10-11=-110/92
WEBS 3-114=486/107, 4-14=-1 766/125,4-13=24'9/1106, 5-1 ,1 7/916-13=-43/542,=_
I 016/1281
7-11 =-620/913 8-11=-553/6% s1 0=166/1
NOTES
1Erol: ASCE 7-' 0Mph; l-r=25ft; TSL=���� ��_ f'
orr-r Lumber L=�1. . � �Category11� �� � r�l��; I''F> interior
plate grip IDOL=1 . ..
2) T LL: ASCE 7.98; ; F = 5.0 P f flat roof n E + Fully E
3) Unbalanced snow loads have been considered for this
din
4) This truss has been designed for greater of min roof live .
+� ��d! �� �.� �f r � .� trrrr at ref load o1F.
on overhangs non -concurrent with other lire loads. psf
5) Provide adequate drainage to prevent water
ponding.
6) This � h� n designed 1�r a 10.0 1bottomchord
� lid non with another live Ioad.7Refer to irders) fo r t ru t truss co n n ti
n.
8) Provide mechanical connection (by others)f truss to b r r�
platecapable of itbtr�rirr-r 55 1 uiift at
joint IO, '1 Ib uplift at joint 1 and 15 l! uplift t 'Quit 11.
orientation)9) Design assumes 42 (flat purlins at oc spacingrrrdratcd} fastened t truss T'
d nails.
LOAD CASE(S) Standard
Job----7TTruss Type
F0 D4
F TRUSS
STOCK P F T -I Idaho Falls, ID 83403, Eric;
LO
-0-0 2-2-12
5-10-10
X14--
5-10-10
Qty � Ply REXINIA 2118 �G �Id) H
Job fern pti o n
6.200 s Feb 112005 MiTek Industries,Inc. Mon Apr 18 16-005:06 2005 Page I-
20.4-0
�L ' $
I
1-5-4
5X5 =
5 r, sxs -I
4-5-1 D
l -n_ n
4-9-2
Scale = 1--71.6
1
--1
Plate Offsets
.—!�i�X [15:0-3--8 0 -1.8
8-1'
U8 — U4 MEMI
14 -ID -0
20-4-0
8x8 MEMI
44
-10.10 10'1 -0 1- _
2-12
LOADING gyp
TSL .� F"lf _0-0
Plates Increase 1.15
(Roof Snow --35.0)
T[L .0 Lumber Ire 1.15
BCLL 0.0
BCDLRep Stress Incr YES
I I9
LUMBER
T ip HO RD 2 X 4 SIT 165OF 1.5E *Except*
T2 2 X 4 SPF 21 00F 1. E
BOT CHORD 2 X 4 SPF 165OF 1. E
WEBS 2 X 4 SPF Stud/Std *Except*
W2 2 X4SPF 1 OF 1.5E
� CSI
7C 0.88
BC 0.51
V11B 0.81
(Simplified)
DEFL
in
(Ioc)
Ildefi
Ud
Vert(LL}
-0.19
lo -11
X572
24t)
Vert(TL)
-0.341D-1'1
>318
184
Harz(TL)
0.01
10
nfa
nla
BRACING
TOPCHORD
ESOT H > D
WEBS
c4 11
1
W
3x6r MI
PLATE
MT20
'eight: 161 lb
00
7
IFS
197/144
Sheathed or 41-9-15 oc purlins, except end verticals and
2-0-0 oc purlins (6-0-0rax.): -F }
Rigid ceiling di rel applied or --
1 Row at id,t1 x7-1 1
REACTIONS ib/ ize 16=145910-5-8, 11=1352/0- - 1
1 4I'ehaniel
MaxHorz 1 =I case )
MaxU P1 i ft =-'i 0# ad case 7, 11=-7 1 (load case 8), 1 0'=--20 (I oad case 8)
Max G rav 1 =1 (iad case ), 11 =1 535(load case 1 0=792
(load case 3)
FORCES 1b) - Maximum Compression/Maximum Tension
299/66 !
► T H I 2-16&-WI"7311215,15-16z--731/14714-15=-157/1139
10-11 =-2J403
r 13-14---1051824 1 -1 ='10518 4, 11-12_,-34/1
WEBS 3-16=--2071/199,3-15=-971191914-15=-33417BY 4-14----403/86 5-14=01357
369154
!! ��8FFF ■ 1 1 1 1 p 8-11 =-371/119x
- 1 1 1 1 x 1 0=-58212 F 7./ 1
TE
1 ) Wind: ASCE 7.98; 0m p h ; h=it; TL=S. �' �
�" � DL=4.p.f; Category 11; E ; en le. MWF
zone; Lumber D L=1.33 plate rip DOL=1. .2) l interior
TOLL: ASCE - I=35.0 Pf (flat roof snow)• E • F
u.liy Up.
3) Unbalanced snow I oads have been considered for this d
,� This fry h been designed for greater �n.
eater of min roof live load of 17. p f r .0 times flat roof Iced of
on overhangs re n-conc rrr nt wit[ other Ir a load's. p f
5) Provide adequate drainage to prevent waterndin g.
6) This frr� 1�abeen � �
e i ned for 1 .0 p f bottom chord live load n nc n
7) rrn# with any other lige loads,
Refer tirder( for truss t truss connections.
) Providemechanical connection (byfl�r ��t�r�r f�F� beery plate capable f withstanding 160 1b uplift
joint 16, 71 lb uplift at joint 1I and Ib u,pii at joint 10,8bP"[ftqff MWJY,2
� � �f
(flat orientation) purl ins at 0 acro in •
� indicated, fastened to true T / 2.1 Od nails.
mJWLJ
TrussTruss Type
D4RQ
�OF TRUSS
— . %or,.f. % %no %molyj r- err C[y -11-$ i a an o FaIis, ID 8403, E1"!
LOAD CASE(S) Standard
PI
I
E
NO
211 D (ID) H
Feb11
Jo b�R e �fe r �e!n c �e� (�O�p t �i�o�n a �f
' lei Tek Industries, Inc- Mon
lr,&h
F9
�..� I I ub 'Truss Type
F4420 D5 ROOF
TRUSS
STOCK COMPONENTS-117Idaho Fall Ilii
Falls, D 8340, Frig
-040 --1.
-1-6
-10-10
16-0-o
Qt+ I Ply f RExJwA 2118 DG (ID) H
Job Reference
6.200:s s Feb 11 2005M1Tek Indu ri , Inc. Mon Apr 18 16:05:07 0.
5 Page 1
18-4-0, 1-9-4 . 26-2-Jr4
6-10-10 -4-0 _5 4 -5 -Jo
sXs -
7.00 FU sXs —
1-0-0
4 -9 -
c4 11
11�
1
16 15 '14 13 12 11
4 3X8 5x6 - 3x8
4
2x4 It
-1 -10-10 -10-1 -4- 3-&4 9-2-12
SAL- fXY w1% - r A�. .. .,.
I ICI VU I
L DIN (psi
T LL 35'0
(Roof Snow -.35.0)
TCL 8.0
S LL 0.0
EDL .0
#:--UX!4-
1�'----i-'-'-
SPACING
2-0-0
CSi
DEFL
in
(Ioc)
ildefl
Llc1
Plates Increase
1.15
TC
0.81
Vert(LL)
-0.19
11-12
X572
240
Lumber Increase
1.15
6C
0.50
Vert(TL)
-0.34
11-12
'318
180
Rep Stress fncr
YES
WE
0.62
Florz{TL}
0_01
11
nla
n1a
Code IRC2000lAhIS195
(Simplified)
LUMBER
TOP CHORD 2 X 4 SPF 2100F 1.E *Except*
T3 2 X 4 SPF 165OF 1. Ex T4 2 X 4 SPF 1650E 1.5E
BOT CHORD 2 X 4 SPF 165OF 1.5E
FBS 2 X 4 SPF Stud/til *Except*
W2 2 X 4 SPF 165OF 1.5E
BRACING
TOP CHORD
1T CHORD
WEBS
REACTIONS (iblsize) 1 =1 2JO-5.8, 12=140610-5-81 1 1 = 7 I a n l a l
Max Hort 16=251 (load case 6)
Max UpI ift1 =-1 lad case 7)a 1 =i lad case 8), 11 =-1 (load rasa 8)
MaxGray 16=2071 (load case , 12=1 461 (load case11=7 load
x ass )
PLATES
MT20
IN
scale = 1:80.7
Weight: 168 ll
GIMP
1 97/1 44
Sheathed or 5-34 purlins, except end verficals, and
2-0-0 oc purlins (6,0-0 max.): R7.
Rigid ceiling directly applied or 6.0.0 oc brach
g.
1 Row at midpt -14� 6-139 7-1318-12
FORCES Ib) - Maximum Compression/ a i urn Tension
TOP CHORD 1 -24/6712 -3=4661854p3 -4---120413014-5=-1,204/30y- =-
7Y 6-7=-344110517.8=.396/897
8-9=90/36x -10=-2'44,1 -11=. 9/66
CBOT H RD .16^-731/215,15-16=7311176 14-15- 1 _ 7/545 _..
WEBS -16=-1998/207,3-15=-92118051=- =- -
6- 1 3143,6-13=-7831I8 5;
��I � .r -1 -47186,8-�1 =-1 �117/84-1 =-392111 , -11-508/0
TES
1Wind:
ASCE 7.98; 0mph: h= ; T DL= , p faDL=4- f Category 11 E
� • � p ;enclosed; MWFRS interior
ori; Lumber COOL=1.33 pfate grips COOL=1.r
2) TOLL: ASCE 7.98; Pf=3 . psf (flat roof snow); Exp C; Felly E
3) Unbalanced snow 1c)ads have been considered for this design.
) This fess has been designed for greater of min roof live load of 17.0 psf or 1.00 tires flat roof load
n overhangs n n urr nt with other` live loads.
d f psf
n�
5) Provide adequate drainage to prevent water ponding.
) This truss his been designed for a 10. 0 psf bottom chord live load n neon u rr nt with any other
7) Refer t girder(s) for truss to truss connectio8) ns.
live bads.
Provide mechanical con rection (by others) of truss to u bearingfat
i oint �f I.h lift a#' � capable �fltfa.:nd�n 16 IIS uplift at
p joint X12 and 1 1b uplift at 1 1
) Design assumes 4x2 (flatorientation)� iires at purlins indicated., stared to truss T / 2-10d nails.
COAD CASE(S) Standard
F0
Truss Truss Type Qty Ply
D6 ROOF TRUSS 4
STUCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric
Ln
LOADING (psq
TGL.L 35.0
{Roof Snow --35.0)
TCDL 8.0
BCLL 0.0
BCDL 8.8
LUMBER
TOP H RD
BT CHORD
WEBS
REACTIONS
---0
-0
6-0-
11-7-
7.00F2
mmno
RE)C!NIA 2118 DG tlQj H
E
'Job Reference (optional)
6.200 s Feb 112005, MiTek Industries, Inc. Mon Apr 18 16:05:07 2005
17-2-o
1--
5--1 -7-
4x4
4.5-10
1 -o -o
--
c4 11
Page 'i
Scale= 1:75.7
15 14 13 12 11
4x4 = U4 U4 4x4
3x8
2-2-1 -9-1 17-2-0 21-9-4 31-0-0
--1
-7-1
SPACING --0
Plates Increase 1.1
Lumber Increase 1.15
Rep Stress I n cr YES
Code 100A1
X 4 SP F 1650F 1.5E
SPF 165OF 1.5E
4 SPF StudlStd
-1
TC 0.89
BC 0.50
13 0.89
(Simplified)
(lb/size) 11=153410- - , 10=399/Mechanical, 15=1393/0-5-8
4-7
DEFL
in
(loc)
Udefl
L!d
Vert(LL)
-0-1910-11
X572
240
Vert(TL)
-0.34
10-11
>318
180
Harz(TL)
0.02
11
nla
nJa
BRACING
TOP HCS
E T HORD
'EBS
MaxH rz 1 = 70(load case 6)
MaxUpliftlI=-1 (l ad case 7), 10=-1 (load case ), 15r--1 4(load case )
Max Gray I 1=1 4(load case 1), 1 =4Iad case ), 1=1 (lad case 2)
PLATES
MT20
1aiht: 153 11
GRIP
197/144
Sheathed or.5-9-6 purlins, except end verticals.
Rigid ceiling directly ,a pli ii or -0-0 oc bracing.
1 Flow at midpt 5-12y 6-12) -113 -1
FORCES Ib - Maximum Compression/Maximum Compression/MaximumTension
TOP CHORD 1-2=0167a 2-3=-241[1347,3-4=-1020/&02 4-5=--1020160,5-6=-356198,6-7=-356/947 7-8=-271190,
-=-2144, -1 =-299/66
BOT CHORD -1 =ml 1601311 t 14-1 =-170194171 -14=-1021802712-13=1 02180Z '11-"1 =-165/901 10-11 931309
EE -14=-9411 , 5-14=-7/237, 5-12=-781/1 41) -1 =-99/95, -1 =-471891 i -11=-1212/12 -11=- 1011. 1
-1 28291292, -1 0=-446/134
TE
1 Find: ASCE 7-x 90rnph ht=; TDL--.pf- BLL=4.pf; Category II; Exp G, enclosed; MWFRS interior
zone; Lumbar D0L=1.33 plate grip DOL=1.33.
,2) TOLL: ASCE 7-9; Pf=5. psf (fiat roof snow)- Exp ; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of miry roof live load of 17.0 pf or 1.00 times flat roof load of 35.0 pf
n overhangs non -concurrent with other live loads.
5 This truss has been designed for a 10.0 p f bottom chord live load non on urr nt with any other live load.
6) Refer to. girder(s) for truss to truss connections.
7 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 lb uplift at
joint 1 1.t 16 Ib uplift of joint 10 and 154 Ib uplift of joint 15.
LOAD CASE(S) Standard
Trays
Truss Type
F0 D7 ROOFTRUSS
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Fri
I
-0- .-
V
-0-0 2.5+8
%OA% -r
5X8
-9-1
iv
7-4-4
3x6
OXO
17,2-0
7- -4
L
fit]+ +Ply REXlN1A 2118 DG (JD) H
" I ole Reference o —
6.200 s Feb 11 2005 MiTek Industries, Inc. Monr 18 • -
p � dee 1
i
23-10-4
7
-10-
3x 1
7
--
5x5 1
1
2.5.8
-5-
Plate
Offsets MY): � 1 :04.0 - �
99-1
7;4-4
LOADING (Ps� TOLL 35.E F'III _
(RoofSnow--35.0)Plates I n c rRea,a 1.15
T DL 8.0 Lumber Increase 1.1
13CLL 0.0 Rep Stress Ince YES
BDL 8.0 Code 1RC2000/ANSI95
� C51
TC 0.99
BC 0.57
wB 0.82
(Simplified)
LUMBER
TOP CHORD 2 X 4 SPF 210OF 1.8E *Except*
T1 2 X 4 DF 240OF ZOE, T1 2 X 4 DF 240OF 2.OE
BOT CHORD 2 X 4 SPF 165OF 1.5E
WEIBS 2 X 4 SPF Stu dlStd *Except*
W2 2 X 4 SPF 165OF 1,5E, W8 2 X 4 SPF 1650F 1.5E
REACTIONS (lb/size) 16=183810.5-8., 1 =202110,5-
Max Horz 1 =.251 (load case )
Max U PI i
Job Truss
Truss Type
F0 D8 ROOF TRUSS
STOCK MP E T -IF, Idaho Falls, ID 83403,Eric
I
LO
-2-0-0, - -
2-0-0 -5-
9'9`1
�
7.0.
7.ao �z
A2".-
17-2-0
7-4
Qty
Ply
E
iob1frntir�arl
6.200 s Feb 112005 MiTek Industries,Inc. Mon Apir 1-8 16:05:08
4x4 II
30-6-8
`-
6-8-4
6-8-
4-4-0
--
LOADING (psf)
TCLL 35.0
(Roof Snow. -35.0)
TCDL, 8.0
BGLL 0.0
BGDL 8.0
5X5
-5-8
-5-8
7-4
1
SPACING 2_0-0
Plates Increase 1.15
Lumber Increase 1.75
Rep Stress incr YES
Cade IRC2000IANS195
LUMBER
TOP CHORD 2 X 4 SIF 2100F 1.8E *Except*
T1" 2 X 4 DF 2400F. 2.0E
BOT CHORD 2 X 4 SPF 16,50F 1.5E
WEBS 2 X 4 SPF Stud/Std *Except*
l�
4. 0 [l'12
16-6-0
C51
TCx.99
BC 0.58
WB 0.87
{Simplified}
REACTIONS (lb/sIze) 15=186210.5-8, 11=1 1 / - -
Max Horz 1 =272 I o ad case 6)
Max UPllftl5=-1 91 load case . 11 =,11 loan case 8)
Max Grav 15� = 1 d case ), 11= 4 load case .
23-10-,4
30--
N61-101y
.di
11
5x5
-4-0
U4mft-b�
Page 1
Scale =1:80.6
I-
MA
1
co
I
DEFL
in
(10c)
Ildefi
Ud PLATES GRIP
VL}
-0.17
13
X999
240 MT20 1971144
Vert(TL)
-0.29
13-94
X999
180
Harz(TL)
0.20
'i1
n1a
nla
Weight: 141 Ib
BRACING
TOP CHORD Sheathed.
130T CHORD Rigid ceiling directly applied or 6-0-0 brad
FORCES (Ib - Maximum mDr 1 nl ax1 um Tension
TOIL CHORD 1.,2=016 7 7 2-3=- 1 871.r-4---26711131 4-5=.-2697 � 7-
-- —moi 34/533 f T F �� � ■ - ���
� � i �� � �� � ■ y --���
-
001173■ — 1
BOTCHORD ..15— a% 14-15=.1007/230,13.1 1,58124-56 12-13=011 822 11-12=-621
WEBS 1 2003/2 1 y 3-14=4 � 1 133 1 _ __ _
7-12=63817019-12=-8/2318
_ 1 /1021 1 638#1 , -1 /1441, '1 3371301.
-1 x 1 1 =1 958/14
HTE
1) Wind: ASCE 7.98; 90mph; h=25ft; p ; psf; Category [I; E ; enclosed; MWFRS Intnor
zone; Lumb r DOL=1. plate grip D 0 L�1. .
2) TOLL: ASCE 7.98; X35-.0 p f (flat roof -snow)• E • Fully Exp.
3) Unbalanced snow loads have been considered for this design,
4 This true has been dined for greater of min roof live load of 17.0 pf or 1.00 times flat roof Id of.0 f
on overhangs non -concurrent with other live loads. �
5) This truss has been designed for a 10.0 psi` bottom chord lige load nonconcurrent with an other
mechanical6) Provide connection (byothers) f truss t � I�� loads.
����r� plate �.�1 ��lthtandin191 1b �, 7
joint 1 and 11 Ib uplift at joint 11 * �
LOAD CASE(S) Standard
A
i russ f Truss Type Qty
D9 iROOFTRUSS I
1 UUK UUMFUNkN I 6-1F, Idaho Falls, ID 83403, n*
1
1
-2-0-0, 2-5-8
-0-0 --3
7-4-4
17-2-0
7-4-4
Ply I REX/N/A 2178 DG (!D) H
1
"
Job Reference ptional
P
6.200 Feb 112005 MtTek Industries, Inc. Mon Apr 18 16:05:09 2005 Page 1
4x5 11
23`10-4
34-4-0
3,9.8
Scale = 10--80,6
X
Plate Offsets (X,Y).I
LOADING (psf}
TCLI. 35.0
(Roof Snow=35.0)
TCDL 8.4
BcLL 0.0
BOOL 8.0
,%W 1r_1% __V
1
5X5 =
^-8
-5-8
'10:0:1-3.Edge
ftrff'%%W
S'1 35
5
f
SPACING2- -o
PJates Increase 1 1 TC 0.98
Lurn b r Increase 1.15 BC 0.65
,p Stress I n r YES WB 0.57
Code fRC20OO/ANS19(Simplified)
LUMBER
T PS CHORD 2 X 4 SPF 210OF 1.8E
BOT CHORD 2 X 4 SPF 1 5OF 1.5E
WEBS 2 X 4 SPF Stud/Std *ExcepV
2 2 X 4SPF 1650F 1- E, WS 2 X 4 SPF 165OF 1.5E
23-10-4
-4-4
E
11
DEFL
in
(Joc)
Ildefl
Ud
Vert(LL)
-0.27
13
X999
2413
Vert(TL)
-0.44
12-13
x$60
180
Harz(TL)
0.29
10
nla
nla
BRACING
TOP CHOIR
BOT FIORD
1
REACTIONS (Usize) 2=-221/2-5-8, 1 =229912- - , 1 0=1 582/Mechanical
Max Horz 2=272(load case -6)
MaxHpfift20load case , 15=-1 load case 7), 10- 1 lad case )
Max Gray = load case , 1 =2 (lo d case 1), 10=1 665(loed case 3)
34-4-0
--8
PLATES
MT20
Weight,. 138 lb
Co
1
FLIP
1971144
Sheathed.
Rigid ceiling directly applied or -0-0 or, bracing.
1 Row at midpt 7713
FORCES (11') - Maximum um ompr i nlMa imam Tension
T P R D 1-2=0158, - Z-1 01924■ 34=-28921145) 4-5--28921145, - __- 752110 - 7- 7-8=-32211143y
8-9=,63221/143, 1 2738/168
BOT IA F 2-15z--756157) 14-1 �-1 008/64, 13-14=1 361263 3, 12-13=-1 7/2932, 6-13=-18/20387
11-12 1111240 10-11--11112327
WEBS 1 -1 1 /20�3-14---15313489P 5-14=-548196Y 1 FM,498/31 0■■ 1 313
7-12=w6811,63, -12=,14/5 1 r 19-11=- 78/85 f
NOTES
1) Wind: ASCE 7-93; mph; h= T L=4. ,p f; DL'4. p ; Category 11; F enclosed; I�IWFF interior
a or
zone; Lumber D L=1.33 plate grip D L=1.33.
2) T .LL F ASCE 7-98; P"` 3 .0 p f (flat roof snow); Exp Sheltered
3) Unbalanced snow loads have been considered for this design.
4 This truss Inas been designed for greater of min roof live load of 17.0 f or 1 r time
r� with 1��� ref I� �� 3.� pf
rhea non -concurrent with other live loads.
5) This truss has been designed for a 10.0 p f bottom chord live load nonconcurrent with any other live Iad.
6) Refer -to girder(s) for truss to truss connections.
7) Provide mechanical onne tion (by others) of truss to bearing plate capable of withstanding 406 fb uplift at
joint
2,168 lb uplift at joint 1 and 10 ]b uplift at joint 106
LAAO CASEP Standard
Joh
F4420
I runs
HF -Cl
Truss Type
IGNGPOST
I UUK WNIPUNENTS-IF, Idaho Falls, ICS 83403, Eric
LOADING (pso
TOLL 35.0
(Roof no=35.0)
TIAL 8.0
BOLL 0.0
-BCCSL .0
LUMBER
TOS' CHORD
B T H FD
OTHERS
MM -0
-0-0
--8
Ply I RExlNlA 2118 DG (ID) H
E
Job Reference (optional)
6.200 s Feb 11 2005 MiTek Industries, Inc. Mon Apr fi--i'6-05:09 20r
3
8-7-0
2x4 // s 7 s 2X4
1.5x4 I I I 9,vA 1 .5x4 I I
8-7-4
5PACING 2-0-0
Plates increase 1.1
Lumber Increase 1.1
Rep Stress I n r YES
Code IRC20001ANS195
X4 SPF 165OF 1.5E
X 4 SPF 1650F 1.5E
SPF Stu d/Std
CSI
TC 0.11
BC 0.03
WEA 0.08
(Matrix)
10-7-0
2-0-0
DEFL
in (loc)
Ildefl
Ud
Vert(LL)
nla -
nfa
999
Vert(TL)
n!a -
nla
999
Hvrz(TL)
0.00 5
nJa
rt1a
BRACING
TOP CHORD
ESOT H RD
PLATES
MT20
Page 1
Scale = 1:30.8
Weight: 34 lb
RIP
1971144
Sheathed or 6-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 o bracing.
F TI I I (lb/size) 1=107/8-" - 1 =107/8- -0, 7=101 / - -0� 8=24918 -7 -0.16=24,9/8 -7 -
Max Horz 1=121(load case 6)
M ax U p Iiftl�- (Io a d case ), 5 =-10(10 d case , 8 =-121 load case 7 =-1 1 load case 8)
Max G rav 1;1 (l o ad case , 5=1 l o ad case ), 7=i 0 1(1oad case 1), 8 =3 plo d case , 6=3 64(load case 3)
FORCES (1 - Maximum mpr ion/Maximum Tension
TOP CHORD 1-2=1-1,1,9/9012-3=-159/6013- 159151,4-5=-96/90
BOT CHORD 1- 6*1 "1 � 7-8=-251812 -7 -25181, 5-6--25/81
WEBS 3-7---71/0,2-8=-328/143,4-6=-3281143
NOTES
1) Wind: ASCE 7-98; ph; h= ft; T DL= .. pM f; 13 I L- r p fs Category 11 Expo enclosed; MWFRS interior
zone; Lumber D L=1.33 plate grip COOL=1. .
Truss designed for wind loads in the plane of the truss only. For studs exposed to wird (normal to the face),
see ET k "Standard Gable End Detail"
3) TOLL: ASCE 7-98; X35.0 p f (flat roof snow); Exp ; Fully Exp.
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed fi r a 10.0 pw f bottom chord live load nonconcurrent with any other live lard.
6) Gable requires continuous bottom chord bearing.
7) Gable sto ds spaced at 2-0-0 .
8) Provide mechanical connection (by others) of truss to bearing late capable of withstanding 27 lb uplift
joint 1,101b up] ift at joint , 1L 21 lb uplift at joint rid 12-1 1b uplift at joint 6.
LEAD CASE{S} Standard
Job
F0
STOCK
Truss Truss Type Qty
HF -D'! FINK � I
COMPONENTS -IF, Idaho Falls, ID 83403, Eric
I
I
-_ 0-0
-0-0
1
-5-8
9-5-8
Ply11 I FXI/ /1 D �iD
H
Job Reference optional
6.200 S Feb 112005 MiTek Industries, Inc. Mon Apr 18 16:05
10 2005
14-3-1
4x4 = -10-4
-11-0
--
d
L,
L0
Page 1
Scale = "x:68.1
27 26 25 24 23 22 21 2019 18 17 16 15
-11-0
LOADING (Psi
TALL SPACING -- TEFL, in
(I ) Ildf! LSI PLATES GRIP
(Roof Snow -.35.0) Plates Increase 1.15 TC 0.09 VertLL
Lurgi Vert(LL) n/ r��� T� 1971144
T DL Lumber Increase a 1.1 13 0.02 Vert(TL) n/a -
B LL 0.0 Reptress Incr YES WB 0.22 H L o.00 1
BCDL 8.0 Code IRC20DO/ANS195 (Matrix)
LUMBER
TFC HIS Ell
FBF 1 5OF 1R E TOPCHORD -
E30T CHORD 4 PF 1 OF �I. E it1 r� - a ins, except Brad verticals and
--0 oc purlins 6-0- ria..): -1,
T CHORD Rigid ceiling directly applied r �10-0- bracing.
`i-�#EI � P'F ����'��
'REBS I Row at midpt 6-2315-2417-22
JOINT1 Brace at JO: 14
REACTIONS (III 1=38122 -11 -0,15=57/22 -11-0,23-197122-11-0,24_205/22-11-0
26-209122-11-01 27=181 1/22-11-0, 205/22-11-0, 205122-11-0 19=207/22-1 1 -
03
/ -11-0, 1 �1 73122-11 -0
MaHorz 1'= (load case 6)
Max UPI iftl --1 lad case , 15=-1 (l and case - load
case 6), 24=84(load case 7),
25=- 1 02(lo-a d ca s e - case 7), =- (load case 7), 22--78 Ioa�d
_-1(load ca -- � �� ��
, 1 = 7 io d case )1 1 =- 0 load case6)117=-32(foad case 6),
16=-37(load case )
Max Gray 1=291(ioad case ),1 =7 road case 23=25 to
ad case 8), 24--31 0-(Ioad case 2),
25=295(load case=lad
a ), 7- 64loa d ase, 22=31 lcase
0_ ick a� � -se 3),
��
), 1 = 1(load case ), 1 � 9 load case -
1 257 ( loa d case 3)
FORCES (rb) -- aximumMpr si rr{ ax-Imum Tension
TOP HOOD 1-2=-3851236 2-3=-3201232, 3-47---2331221P 4- =- . 1121185 7-8=-1 03198,
=_ �.
BOT CHORD 1- 7=- 5y26-27=-2/5,
=-24-252572-24-215p2-23215,21-2=-Z5
_� 12--13-'=m5/2p - -1 68117
' , 24-2 2J , - 4-21 p - "3--215, 1- =-Z -21=-
25y2/51
1 -1 =- /5 y 1 1=-2/5
WEBS 6-23=-238/54, 5-24---278/1043 4-25=-2631121 Y 3m26=273/11% 2.27=.2291970 7-22=-278/977
8-20=-264/11 , 10-1 9=-2691479 1 11--262J50j 1 17---274`5 j 1 .. .�1�
D'OT'ES
1) Wind: ASCE 7-98; 90mph; h=25ft- TCDL=4.8psf,' E;CDL=4.8psf; Category 11; Exp C; enclosed; MWFRS interior
zone; Lumber [SOL=1.33 Plate grip DOL=1.33&
) Truss designed for wind loads in the plane of the truss only. For studs to wind (normal to the fare),
see MiTek "'Standard Gable End D talI'f
3) TLaL: ASCE -; -=-35.0 pf (flat roof snow F
�� Exp � � ill Exp.
4) Unbalanced a snow loads have been considered for this design.
Continued on Rage
Job
Trus
HF -DI
!Truss Type
�
FINK
STOCK MP ENT -IF, Idaho :Falls, Ir) 83403, Eric
OTE
4tY Y
1
I
REX/NIA 2118 DG (ID) 1A
r
Job Reference p ionni
6.200 s Feb 11 2005 M Tek Industries, Inc. Mon Apr 18 16T-0-�60-5 'Page 2
5) Provide adequate drainage to prevent water ponding.
6) This triuss has been designed for a 10-0 p f bottom chord live load noncon urr
7) All plates are 1.5,x4 MT20 unless otherwiseint ��I� � other 11 f � .
8) Gable requires ontinuou bottom chord bearing.
9) Gab le studs sp aced at 240 o c.
1 ) Provide mechanical connection (byThr
of truss to bearing ;plate capable of withstanding
uplift tjoint 1102 1b u P1 ift at joint 25, b uplift at joint 24 18 lb uplift t joint 1
joint �'d � Its uplift �� '�1n� � I � � � � Ib u��if� at joint 7, Ib uplift at joint � 1b lift at uplift at torn �1 , 1b uplift of j i of 17 ani Ib u lift ajoint 1 �
11) Design� U2fl�� rlr���i+�r� purlinst oi � �
r -r ails.
LOAD CASE(S) Standard
Fj 6b Truss Truss Type f,�ty Ply
RE, 2178 DG (Pbj H
F�142D � HF -D15 IQUEENPOST 4I
STOCK COMPONENTS -IF, Idaho Falls, IIS 83403, Eric
LOADING (psi
TOLL 35.0
(Roof 3 .0)
TIL 8.0
B LL 0.0
BCDL 8.0
LUMBER
TOP FFD
BOTCHORD
OTHERS
I
I
--0.0
-0-0
Job Reference (optional)
Feb6.200 s 1 MiTek Industries, Inc. Mon Apr 1316:05:11 2005 Page 1
4x4
W�
18-3-8
9-1-1
20 19 18 17 16 15 14 13 1
4
_-
-_ �
SPACING i0-0
Plates Increase 1.1
Lumber Increase 1.1
Ip Stress I nr YES
Coda fRG20001ANS]95
4 SIF 1650F 1,5E
X4 SPF 1F 1.5E
X 4 SPF Stud/Std
■
TC 0.07
BC 0.03
VVB 0.
(Matrix)
0--
-0-0
1011
DEFL
in (loc)
Ilde#!
Lld
Vert(LL)
n!a -
nfa
999
Vert(TL)
nla -
nla
999
Horz(TL)
0.01 11
nla
nla
BRACING
TOP CHORD
FOOT FFD
FB
Scale = 10-65.5
PLATES
MT20
Weight 102 lb
GRIP
1971144
Sheathed or 64-0 oc purlins.
Rigid ceiling directly applied or 1-0-0 oc bracing.
1 Row at m id pt ,1
REACTIONS 'TI lb/size) 1=. 4/1 -3- y 11= 4/1 -3- 7 1 =126 '1 ,3- 17= - - = - =
0=1 71118-3-87 15=200/18-3-85 14--2104/18-3-8p 13= 101 -3- 12=1 71/1 -3-8
Max H r 1-- i ad case 5)
Max Upliftl =- (load case 11=-5load case 11 =- load case 7 18=-1 =-. (road case 7), =- 1 d case 7),1. =- (io I case 14=-1 f o d case 8),
13=-99(load case , 1 (Ial case )
Max Gray 1= 4 load case , 11=211 (load case ,1 6=1 load case -
306(load case 2),
1 = (l a case ), 1 �3 Ioad case ), = (foad case 1 =306 f d case 3),
14--296(load case ,13=30 (road case 3), 1.=250(load case 3)
FORCES (lb) - Maximum Compression1Ma imurn Tension
TOFF CHORD 1...2=-321/134 �2-3=-261/1319 -4�-17 511 1 4- -- _ =- 6-7=1..
��y _ _
.- -1481640
,9-10=-2101807 . 10-11=-278/84
i
130T CHORD 1-20=-52J187, 19-20=-52/1,87,,18-19=-5211877 17-1 --521.1 16-17-
14-1 - 2J1877 13-1 x--52/187, 11 -13-1-52'1 7, 11-1 =i 2JJ 7
WEBS 6-16=.140/0y -17W=ft7411 5j 4-1 264/1 t1 273 =
-223/933 7-15=-274/103Y
8-14=-2W122,9-13=-273/119,10-12=-223193
R
NOTES
1) Wind: ASCE 7-98; 90mph; h= ; I DL=4. p f; B DL . p �,` Category ' �I, �� a
rid; I1FRS interioron• Lumber � L_1.33 plate grip DOL_131
2) Truss designed for mind loads in the plane f the truss only.
For studs exposed to wind(normal to the face),
see MiTek "'Standard Gable End Detail1W
3 `CLL: ASCE 7-98; X35.0 pf (flat roof snow); E. # Fully
4 Unbalanced a snow loads have been considered for this design.
5) This truss has been desig ned for a 10.0 psf bottom chord live load non
n current with any other live loads.
6) All plates are 1.5X4 MT20 unless otherwise indicated,
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
Continued on page
Truss Type
STOCK lFINS-IF, Idaho Falls, 183403, FH
iQtY PlY REX/NJA2118DG (ID) H
� v
J o b Refere n Ce (0
ptronal
E
6.200 s Feb 11 2005 MiTek Industries Inc. Ikon _
Rnp
NOTES
9) Provide mechanical connection (by otherf truss
to bearing plate capable fwithstanding 1b
uplift atjoint , �10 l uplift a joint �1 � Its � 1�� �� '�� ��l if# � joint � � � � ��I� �t ioint 1 l ! lb
rpt 1 , lig uplift tioint 0, 1b uplift atl int 1 ,10 Ib uplift atjoint
joint �1 and lb uplift at joint 1 � � �t 1 1� �,��� at
LOAD CASE{S} Standard
Job Truss Truss Type .Qty ply
F4420 .1'f IROOFTRUSS + 9 f 1
STOCK COMPONENTS -IF, Idaho Falls, ID 83403, Eric
LOADING (psf}
TCLL 35.0
(Roof Snow --35.0)
TCDD 8.0
BCLL 0.0
scop 8.0
LUMBER
TOP CHORD
ESOT CHORD
1
--0-0
REXINlA 2178 DG (10) H
I ,.�b Referenceptror�ar
. b� 1 "1 2005 MIT& Industries, Inc. Mon Apr 18 16:0,512 2.005
r
1-111-11
I
Sell -0-0
Folates Increase 1,15
Lumber Increase 1.1
Rep Stress 1 n r YES
Code IRC20001ANS195
2 X 4 SPF 1OF +1.E
XPIF 1650E 1.5E
CSI
TC 0.55
BC 0.03
WB 0.08
{Matrix}
DFL in (100
Vert(LL) -0.00 Z
Vert(TL) 0.00 24
Hvrz(1 L) -a.aa 3
BRACING
TOP CHORD
BOT CHORD
REACTIONS (Iblsize) 2=37810- - 14_1 /Me h ani al, 3=181NIechanical
Max Hort = 7(to d case )
M ax U p l ift =-'I Ioad ca se 7� 3 =-8 5(load case 9)
Max Gray =7(Iod case , =lod case , =(lid case 7
FORCES (lb) - Maximum Com pression/Maximum Tension
TOP CHORD 1-2=0/13512-3=-147/14
BOT CHORD =/0
W11
/deft Ud PLATES
Paige I
Scale = 1: 10.4
>999 240 MT20
>999 180
n, /a n1
Weight: 8 lb
IP
1971144
Sheathed or 1-11-11 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
HTE
1) Wind: ASCE 7-98; 0mph; h= ; TCDD.8p f;DL 4.8p f', Category 11; Exp ; enclosed; MWFRS interior
zone; Lumber DOL=1.33 plate grip DOL.=�1
=.33.
2) TOLL: ASCE 7-98; X35.0 psf (flat roof snow); Exp ; Fully Exp.
1�
3) Unbalanced snow loads have been considered for this design.
This truss has been designed for greater of min roof live loacl of 17.0 psf or 1 .00 fines fiat roof load of 35.0 psf
n overhangs non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconc grant with any other live loads.
6) Refer to ird r( ) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 133 1b uplift at
joint 2 and 85 1b uplift at joint _
LEAD CASE(S) Standard
JQb Truss ,Truss Type qty
F4d2fi I J7A
i � ROQF' TRUSS i 1
STOCK
COMPONENTS -IF, Idaho Falls, ID 83403, Eric
1
1
1
1
�i
--_0
Ply I REXINlA 2118 DG (ID) H
I
Job Reference optioned �
6.200 s Fels 112005 M!Tek industries, Inc. Mon Apr 18 16:05:12 2005 Page 1
1-11-'11
-o-o 1-11-11
Scale ` 1:12.4
LUAUINPST)a
T LL 35.0
(Roof o .0
TCDL 8.0
13CLL
.0
SPACING
Plates Increase
Lumber Increase
,2-0-0 CSI
1.15 TC 0.50
1.15 1 Bc 01.03
Rep Stress Incr YES
B DL ift
UU 1+ U/ 1 1
LUMBER
TOP CHORD 2 X 4 SPF 1OF 1.5E
SOT CHORD 2 X 4 SPF 1650E I . E
wB 0.00
(Matrix)
DEFL
in
(loc)
Ildefl
Ltd
PLATES GRIP
Vert(ILL)
-0.08
2
X554
240
MT20 1971744
Vert(n)
-0.11
2
>436
180
Horz�TLj
fi
4
nla
nla
TWeight:
8 Ib
BRACING
TOP CHORD Sheathed or '1-11-11 oc purl .
BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS Ib/size) 1=2.0110.-1.8, 4=1 /Me haul 1, =1/Mechanical
Max Horz I -=k (10 case )
Maxplift=Id ease 7
M ax G rav 1=291(Ioad case , =3 5(foa d case , 3=273 (Ioard case .
FORCES (1b) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=-128/2t - -3311
BOT CHORD 24-010
NOTES
1) Wind: ASCE 7-9.8; mph; h = ft- T C L-= . p f; L= .pf ; Cate I1,' E � � enclosed;
F interior
zone; Lumber D L=1.33 plate grip D L=1. .
2) TOLL: ASCE 7-; Pf= 35.0 psf (flat roof snow); E ; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for a 10.0 Psf bottom chore# live load nonconcurhrent with an tether
5) Refer togirder(s) for truss to trussconnections. ]�' lig loads.
6) Provide mechanical corp n ti nb others f truss
� bearing plate at joint(s) 1.
7) Provide h,an al connection (by others) of truss to bearing late capable of withstanding •
joint 3.
� ��r�di ll� uplift ��
8)
Beveled plate or shim required to provide full bearing surfacewith truss chord
LDAP CASE(S) Standard
919"s
Truss
Truss. Type
F4420 J2 FBF TRUSS
STOCK COMPONENTS -IF, Idaho Fa f , ID 83403, Eric
LOADING (psi}
TOLL 35.0
(Roof Sncaw=35.0)
TCDD, 8.0
BCLL 0.0
CDL
LUMBER
TOP CHORD
BOT CHORD
-2-0-0
Qty � Ply REXJNlA 2!1$ DG (11)) H
9 1 7
Job Reference (op#ionaf
a
6.200 S Feb 1-I 2005 MiTek Industries, Inc. Mon Apr 18 16:05:12 2005 lugs 1
-0-0 3-11-11
1
SPACING -0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Suess l n r YES
Code 1RC2000/ANS195
SPF 1 F1. E
4 SIF 165OF I .E
CSI
DEFL
in (loc)
Ildeff
TC 4.61
Vert(LL)
-0.01 2-4
X999
BC 0.11
Vert(TL)
-0.02 2-4
x999
WB 0.00
Horz(TL)
-0.00 3
rrla
(Matrix)
IAII
TOPCHORD
BOTCHORD
REACTIONS (lb/size) =96/M hanr aly 2 5/0- - , = /I ha n 1 cal.
Max Hort 2=118(load case 7
Max UPI ift =- (I ad case , =-110(I ad case )
Marc Grav =1(load case ), 2=654(load case ), 1oa case 4)
FORCES Ob) - Maxim a pression/Maxim urs Tension
TOP CHORD 1-2=0/"1371 2-3=-1 73153
SOT CHORD 24=0/0
Z1
P'LTE
MT20
Scale = 1:1 .
'iht: 13 1b
RIFE
1971144
Sheathed or -11-11 oc purlins.
Rigid id ei Ii n directly applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98; mph; h= fit; T 1)L- . p fa DL= . p f; Lata 11' ' enclosed; l interior
�" � � � � F�.
zone; Lumber DOL=1.33 plata grip COOL=1.
2) TOLL: ASCE -; Ff.-.0 pf (flat roof snug); E xp C; Fully Exp.
3) Unbalanced snow loads have been cons -Id r d for this design.
4) This truss has been dei nee] for greater of min roof live load of 17.0 psf or 1.0o, times flat roof load of 35.0 psf
n overhangs non -concurrent with other live loads,
5) Th* truss has .been designed for a 10. f bottom chord live toad
�" nononurrent with any other live loads.
6) Defer to 9 ird r( for true to truss connetion s.
7) Provide mechanical connection (by others) of truss to bearing late able
joint ap �f itl�stand�n I� uplat �t
joint and 110 lb apali t at .
LOAD CASEN Standard
Job
F4420
I russ I Truss Type Qty Ply REXINfA 2118 DG (ID) H
J2A ; ROOF muss
5TOCK COMPONENTS -IF, Idaho Falls, ID 834035 Eric
LOADING(psf)
TOLL 35.0
(Roof Snow--35.0
TESL .0
BOLL 0.0
BL 8,0
LUMBER
TOP CHOIR
130T CHORD
WEB,
I
i
.,2.00
_G Job Refere ry (o ptiona 1)
6.200 s Feb 112005 MiTek Industrie.} Inc. Mon Apr .1 16:05-13 2005
1
PACT 2-0-o
Plates increase 1.1
Lumber Increase +1-1
Rep Stress irl r YES
Code IRC20001ANS[95
DF 240OF 2.OE
X 4 DF 240OF 2.OE
4 SPF Stud/Std
--1 L 3-11-11
2-2-12 1-8-15
PCI Mr- FL
TC 0.73
BC 0.85
WB 0.18
(Matrix)
in k1oc) uaeri
Vert(LL) 0A2 5-6 X999
Vert(TL) 0.02 5-6 X999
Horz(TL) -0.19 4 nla
BRACING
TOIL CHORD
BOT CHORD
REACTIONS (lb/size) 4=-1 IMe hani 1, =- 51IM eh art ictal, 6=100110 -5 -
Max Hort 6=11 80oad ease 7)
Max U ii - 4(load ease (load case , =- 4 load ease )
Maxrav '(Io d case 7), = (fond case 7), 6=150 (oad case 2)
FORCES (1b) - Maximum Compression/Maximum Tension
TOP H R 1-2=0/135y2-3=-58114513 -244123
BOT C H 0 RLQ -=011 1 r 5-6=0[0
WEB 3-6=-766/124
Ud
240
180
n1a
Scale = 1: 1 5.0
PLATES GRIP
j?MT20 197/144
Weight: 16 lb
S heathed o r -X11-11 oc purlins.
Rigid ceiling directly applied or 10-0-0 bracing.
NOTES
1 Wind: ASCE 7- ; 90mph; h= ft; T C L= ` p f; BCD ,= . P f; Category 11, E ; enclosed; MWFRS interior
Lumber D L=1.33 plate grip [SOL=1. .
) T LL: ASCE 7-98- X35.0 p f (flat roof snow)- Exp a Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 17.0 f or 1..00 times flat roof load of 35.0 psf
on overhangs non -concurrent with other lire loads.
5) Th is truss hays been designed for a 10. 0 p f botto r n c ho rd live Ioad n o n co ncurr rpt with any other I
6) Refer to girder(s) for truss to truss connections.
7 Provide mechanical nne tion (by others of truss to bearinglate capable of
withstanding 284lb uplift at
joint 4, 386 lb uplift at.jint S. end 243 lig uplift at joint 6.
LOAD CASES] Standard
Job
F.0
STOCK
Truss Truss Type ;Qty Ply REX1NlA 2!'18 DG (!Dj H
TRUSS J ROOF �uss �
PN E NT-1rr Idhv FII, I � �03J Erj
LOADING p
TOLL 35.0
(Roof n .0
TCDD 8.0
BALL 0.
ISL 8.0
LUBE
TOP CHORD
130T CHORD
I
-2-0-o
- - - Joh Reference (optional
. 00 Feb 11 2005 MiTek. Industries, Ire. Mon Apr 18 16:05:1
005 Page I
1
FAIN 2- -
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress I n r YES
Code it/N1
X 4 SPF 165OF 1.5E
4 SPF 1650F 1-5E
TC 0.66
BC 0.25
0.00
(Matrix)
h�I
N
Scale = 1:19.6
DEFL
in
(loc)
Ildefl
Vd � PLATES
Vert(LL)
-0.08
24
>999
240 MT20
Vert(TL)
-0.11
2-4
>611
180
Hdrz{TL}
-0.00
3
nla
nla
BRACING
TOP CHORD
BOT H R D
REACTIONS Ibl'lz 3=203/Mechan !call 2=516/0-3-8,4=-4611VIechanical
Max Horz 2=152(load case 7)
Max Uplift =- load case ., �- I d case 7)
Max G rav 3=31 i ad case , 2 =771(load case , 4=10 load case 4)
F0RCES (ib) - Maximum Pr i n/ axi um Tension
ion
TOP CHORD 1-2=0/13712-3=-223112.4
BOT CHORD 0/0
Weight: 18 lb
IP
197/144
Sheathed or 5.11.11 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES
1)Wind: ASCE 7.98; 90mph; h= ft; TDL=4. , f; B DL . f'
�ne� Lumber �L� _ � Category 11 • � Exp ; enclosed; E�iF interior
plate grip L 1.33.
2) TOLL. ASCE -# =35.0 psf (flat roof snow); E i Full
y Exp.
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of
min roof live load of 17.0 psf or 1.00 ti m��� ref load '� f
on overhangs non -concurrent with ether live loads.
5) This truss has been d�ned for a 1.0 psf bottom chord Iii
6) load nonconcu rrent with any other live load's.
Refer to girder(s) for true to truss connections.
7) Provide mechanical connection
. (byothers) f trussto bearing plate capable of withstanding Ibupliftat;pint and lbupliftiint
.
L.C]AO CASE(S) Standard
IJ —o b Truss- Truss
Type
F0 J3A ROOF TRUSS
STOCK COMPONENTS -IF, Idaho Fails, ID 83403, Eric
1
I
city I pry
±1
REX/N/A 2118 DG (ID) H
Job Reference (opt!
6.200 s Feb 11200-5 MiTek Industries, Inc. -6 �r � �1 :0 ,14 2005 P 1
-0-0 5-11-11
-1 i
--1
3-8-15
WN
Scale = I =-1 .
LII (Ps�
TSL � 11`�I -�- 1
at I r EFL in(loc)11d f
I L/d PLATES GRIP Snow -.35.0) T 0.65 rt(L.L)
0.015.6
Lumber Increase � .�1 � �.�1 Ii�T °� �'��
TDL . 1 Vert(TL) -0.01 - 180
BELL 0.0 RePStress I n cr YIES WI3 0.52 Hort L -0.€11 4
CDL 8.0 Code I O/ 1 (Matrix)
LUMBER
Bi►►lN
TOP CHORD 2 X 4 SPF 1 5F 1.5E
TOPCHORD Sheathed or 5.11-1 1 ou purlin .
BOTCHORD frigid ceiling directly applied or 6-0-o oc bracing.
REACTIONS (Ib/size) 4=1 1 I ch n1 .a1, 6=826/0-5-8, 5=190/Mechanical
Max H rz =1 (load case 7
Max U pIi 4= (load case 7), 6=.l 53 (I oad corse 7),,5=-3 03 I oad case 2)
Max Grav 4=1 (load case , =1 Io d case , x=67 load case 7)
FORCES orb) ` Maximum ompre ionlMax u Tension
TOP CHORD 1-2=011 35, � =� /, 3-4=1 36176
BOT CHORD -=-807/284,5-6=-807/132
WEBS 3-6=-1 1471182, 421866
NOTES
1 ) Wind: ASCE - fib; h=ft; TDL=.� #i �L =. �f,�r II, �p ,
enclosed; MWFRS 'Interior
zone; Lumber DOL=1.33 plate grip D L= . .
TELL: ASCE 7.98; Pf=35.0 Ps (flat roof snow); Exp ; Fully E
Unbalanced snow loads have been con id
rd for this din.
4) This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times fist rf load of 35.0 psf
n overhangs non -concurrent with other live loads,
5) This truss has been designed for a 10.0 psf bottom chord I ive load
6) noncon current with any other live Ind*
Defer to i rd r( ) for truss to truss connections.
7) Provide mechanical connection (by oter of truss to bearingplate atcapable of withstanding 461b uplift at
joint 4,153 ib uplift at joint 6 and 303 1 b uplift a 'oi nt 5.
LOAD CASE(S) Standard
Job
F4420
STOCK
I russ Truss Type
Qty
M1 I MONO TRUSS 127
COMPONENTS -IF, Idaho Falls, ll) 83403, Eric
I
Ln
I
i ii -o
-0-0
4-1.1
1 ply
im
-=06:*
Job Reference optional
6.200 s Feb 112005 MiTek Industries, Inc. Mon .fpr 18 16:0514 2005
-10-1
1,5x4 11
Plate Offsets X, ): [. : -1-12,0-1-
LUADiNG (pst�
TGLL 35.0
(Roof Snow --35,O)
TOOL 8,0
BCLL 0,0
BCDL 8.0
SPACING
-0-0
Plates Increase 1.15
Lumber Increase 1.1
Rep stress In r YE
Cade IRC20OO/ANS195
LUMBER
TOP CHORD 2 X 4 SEE 1OF 1.5E
BOT CHORD 2 X 4 SPF 165OF 1F5E.
WEBS 2 X 4 SPF Stud/Std
4 ...W.
1 y k
i
-0-0
CSl
DEFT
in
(loc)
Ifdefl
l.ld
TC 0.62
Vert(LL)
-0.17
2-5
X548
240
BC 0.41
Vert(TL)
-0.30
2-5
,345
180
W6 4.22
Harz('1'L}
0.00
5
nfa
n1a
tSimpiifed)
REACTIONS lb/size) 2=58710,5.815,=38910 -5 -
Max Hort =1(load case )
Max U plift=Tlod case )a =-7(load case 7)
Max Grav 20-0872(load case ), = loa case 2)
FORCES (Ib) - MaXiMum CompressionlMaximum Tension
TOP CHORD 1.2=0169,2-3=48610r 34=-38127 4-5=-260/57
BOT CHORD .=-961411
3-5=-4791112
BRACING
TOPCHORD
BOT HD
00
1
PLATES
MT20
Page 1
Scale = 1:30.5
`''eight} 32 ib
IFS
197/144
Sheathed or 6-0.0 oc
purlins,
except end
verticals.
Rigid ceiling directly
applied
or 10-0-0
bracing.
NOTES
1) Wind: ASCE 7-98; mph; h= ft; T DL=4. psf E DL=.4. f; Cats 11' Esc ' enclosed; F I interior
'
zone; Lumber D. L=1.33 plate grip L=1.33,
LC
2) TLL.: ASCE 7-a I.0 pf (fiat roof snow); Exp ; Fully Exp.
3) Unbalanced snow loads have been considered for this design.
4 This truss has been designed for greater of min roof live load of 17. sf or 1.00 times
p flat roof load of 35.0 p.f
on overhangs non -concurrent with other live loads.
5) This truss has been designed for a 10.0 psf bottom chord live load n n on
current with -any other live loads.
6) Provide mechanical connection (by others) of truss to bearing platcapable of withstanding I� uplift at'oint 2 and Ii uplift at joint
5.
COAD CASE(S) Standard