HomeMy WebLinkAboutTRUSS SPECS (3) - 04-00168 - 322 & 326 Eagle Summit St - New TwinhomeJai P. -I -S5 6 Yoe
I.
i
�. r- 2 ROOF TRUSS
e I.
STOCK 00 .YIP 5 i � -i-F, i s ' 1l , 334031
--4
2
"Jr t
a 5X4
I
4x4
4
l I l Job Refere(mon@l)
5�1 0 2003 -IT r� lrit�[ , Inc. 'Ned { 1� 05.59:53 2003 Page +1
-4- -
4X4
U4
1
U8 I.I
3x8 =
--
11
3x4
14-1A -
3
110
3X8 =
1, 5x4 .5�,
I
.-7 -
23-7-0 24-11-
-4-11 1 --
Scale= .dl.B
US 11
REACTIONS Ob/size) 1 =1 g 10.1,1l echanic t, B=1353210- -
Max Hort I=-1 61(1c -ad case 5)
Max p1tftl=- (lo d case 7), 8=-1 1 load ca
Max Grav 1=1 load rCas 2),,3- ; 4(l .d case 3
FORC'E'S 11 b - First Load Case Only
TP C 0 R D 1,2-=-1 5311, _3=-1331, 3 -4= -IL 277, 4-5---1060, 071, -7=-1290; 7-8=-13
BOT C�CRD 1-12=1 1 , 111-1 2=1161) 10-11 =1 1, 8-10--1242
3-12=.163, -1-12-397, 5-112=-200F -1.0=rt • 6-10=392, _1 -
199
NOTES
Wind: - 90moh,
1�= it; i DL=4.8o f DL=4_ ; '� to O 11; E D ; nc1osed,��1�a k F ' ;nt rl r r~ :k r
ELCL 1.33 plate grip DOL=1 t .
TOLL: ASCE 7-98; f=35.0 p f (roof snow); Exp ; Fully 1---:.,(p,
Unbalanceij snow loads have been considered for this design.
s �`e t has bear designed ` r 1 .00 tares flat roof load of 35,0 p f on overhangs .ion -concurrent with other I-1ve scads.
T-oi de a jeg uate drainage to pre e F t water poi din
This trust has been assigned for a 11 .0 bottom riord We Iced -1on n qtF r nt $,�/lth a ny other ;i re [oads per T b1 e 1607.1 f
IS -0
Refer to girder(s) for trLito triuss connections.
Pgrovide medliani cal con nec:icirEby others) of truss to bearing plate capable of _ ith standing 1b upi ift at joint 1 and 1 !b uplift at
joint .
LOAD CASA ( tom rd
1.
Plate Ofilsetts (X,Y):
1-�,
LOADING (psf)
SSPACING
2.0..0
CS1
DEFT in
Nc�
PLATIES GRIP
�!�
-� CLL 35.0 r
I
Plates Incre2s
1.1
0.73
`rtLL -, 1
-1 0
9
p
� � ja
11
TCOL 8.0
Lumber 4c +
1-15 1
EC 0.76
rt(TL) -0.29
8-10
>963
11 80
E LL
Rep Stress -n
W8 -0.48
` Horz L 0.05
8
n'
n�a
d)
Weig' t: 105 ib
q
tSimpli-
s
9
LUMBER
BRACING
TOP CHORD 2 X A
Pi
No.No.2
TOP CHORD
Sheathed or
-55-1 oc purtins.
S�oi CHORD
jgi
ailing
directly applied or
1 0-0-0 oc bracing,
W E: B S 2 X 4,
SPF
'lu i t
WE
Right: 2 X 4 SPF Stud/ tL
REACTIONS Ob/size) 1 =1 g 10.1,1l echanic t, B=1353210- -
Max Hort I=-1 61(1c -ad case 5)
Max p1tftl=- (lo d case 7), 8=-1 1 load ca
Max Grav 1=1 load rCas 2),,3- ; 4(l .d case 3
FORC'E'S 11 b - First Load Case Only
TP C 0 R D 1,2-=-1 5311, _3=-1331, 3 -4= -IL 277, 4-5---1060, 071, -7=-1290; 7-8=-13
BOT C�CRD 1-12=1 1 , 111-1 2=1161) 10-11 =1 1, 8-10--1242
3-12=.163, -1-12-397, 5-112=-200F -1.0=rt • 6-10=392, _1 -
199
NOTES
Wind: - 90moh,
1�= it; i DL=4.8o f DL=4_ ; '� to O 11; E D ; nc1osed,��1�a k F ' ;nt rl r r~ :k r
ELCL 1.33 plate grip DOL=1 t .
TOLL: ASCE 7-98; f=35.0 p f (roof snow); Exp ; Fully 1---:.,(p,
Unbalanceij snow loads have been considered for this design.
s �`e t has bear designed ` r 1 .00 tares flat roof load of 35,0 p f on overhangs .ion -concurrent with other I-1ve scads.
T-oi de a jeg uate drainage to pre e F t water poi din
This trust has been assigned for a 11 .0 bottom riord We Iced -1on n qtF r nt $,�/lth a ny other ;i re [oads per T b1 e 1607.1 f
IS -0
Refer to girder(s) for trLito triuss connections.
Pgrovide medliani cal con nec:icirEby others) of truss to bearing plate capable of _ ith standing 1b upi ift at joint 1 and 1 !b uplift at
joint .
LOAD CASA ( tom rd
e
� - 1 ROOF TRUSS
I
T I,i 1`'1r, idasia F-dl!r ID 33403,, Dar?
2
4x,5
1�
Q t
e
s�
Ply D R f G G FVEAGLE WO !Q/ 7 D (i D) c
i Job Reference (op ionall
.�I °2003 iTe �ndu Ul t 1r7 . p ed Ct 1 't �
1 14 1
i-�_
0
19-4-0 26
12 3-5-12
-3.00l 1
W
1
3X6
1
I4
3x4
A
17 f 15
4 11 4 l 0 5X8
4X6 -
6
7
14
W
4X5
7
i
1^
6X8
W" i
3x4,
3X4
W1
1
u
Jx6- :�-
S i3x i 2
Scale - :60-2,
REACTIONS (ib/size) 11 �-17061M e Chani c a 1, 18 4610 - _
Max Hor , (1 uad case )
1=.
rUpliftL i = 9'fload case 8), 17=-1 29(load case 7
Max Gray 11 =225 ?(Ioad ase ), 1�ia.ase )
T �0 1- - Load Case C-Pily �, 3 � 1 X111
_ _2-17=-1
79.4
T 111'0 RD 116-17=81i 1 -1 -1 1, 14-15=16970 '13-14-3222, 11 -1 �-3527, 11-1-2=3286
3-16=—'`22, 3-11 5=-58, —1 5=441, +�`—I 6=-854, �-`� �—;�� ., �- � �,� �—�'�r-� � � �, � T'] �..r I �T y� ,— I8-12--1101—
TE .7
1) Wined; ASCE 7-08- 00 m } h-= � �� � �=�. p� � ; ����, � �� � � �� i1 � E -D C,'-nncIcsed,MWFRS interior zor-;Lu r
DOL=1,33 plate g1rio 00L=i ..
=CLL: D � , Pf-35.0 f (roof snow); =.gyp r 4 Ali [ � y
Unbalanced s now gads have been cmn id r- l' or thts thisdesign.
4' 1 his tnilss has been -designed for 1 .00llme flat coof load of 31.0 psf on overhangs iivith ager 1�ve goads.
r- vlde. adequate drainage t pm vent eater ponding.
This truss has been designed for a "1 0.0 psf bottom C-nord give load a onco Curr int with ar` other!lve le2ds 2jer 1able 1 .1 of
IBC -00.
refer to gird e a(s) =o r ;rus s t ;-l.1 s s c o r; r, e ct-« ns.
'rovid h2nE at.joint 17. al conn' tion (b others T 0 r; r1 i f � t i t r �.; i� I t i �1 1
Z, Il b u pi 1f
LOAD SEI) La n r
p � -
19-4-0
4"3 0-4 I 28-2-14
33-9-0
Plat sets �, .
� 7 _�'� � , -1 �1 1 ° � i -1 `4-31 IrIk
���� � _3 , r1 5 ,
_ �j- - '� - , 0
L N
( fl
SPACING ' -
i
t 10 I/del d
i
PLATES
IP
T i -l-
35.0
�112t 1n -erase 1-15
TC 0.97
Var (LI -11 -0.42
12-13 01�4 240
Mi120
197/144
8.0
L..umbeF in r ease 1.15
f 0.89
Ve� TU -0-5712-13
71 i 80
LL
0.0
i`Reo tress Inc,- V ES !
WB 0.99
i How('TL � 0.40
11 n/ aj
I
SCOL
.
Code I / 1
Matrix
I
;Weight.
1,81
1b
LUMBER
13RACING
]FOP CHORD 2 X 4
SPF No,2 *kept'*
TOP CHORED
Sheathed or 1-6-7,oc Dur1in,
except erd
-'ier .crsli ..
-1-3 2
X 4 SPF �F-IiF 1_3011-
CHORD
Rigid ceiiing cirectly or 10-0-0 oc
`--iracing, Exceot,
BOT CHORD 2 X 4
SPF 161"150F 1. c * Except-
6-0-0 cc bracing-. 16-1.7.
1 2
X 4 SFF No..
kud1Std ae p
Rows t 1013 Pts 15-15,
7-14
10
2 X 4 SPF No - 2, 1 2 X 4 SPF o_
SLIDER
Right 2 X 5 DF No, 3-3-2
REACTIONS (ib/size) 11 �-17061M e Chani c a 1, 18 4610 - _
Max Hor , (1 uad case )
1=.
rUpliftL i = 9'fload case 8), 17=-1 29(load case 7
Max Gray 11 =225 ?(Ioad ase ), 1�ia.ase )
T �0 1- - Load Case C-Pily �, 3 � 1 X111
_ _2-17=-1
79.4
T 111'0 RD 116-17=81i 1 -1 -1 1, 14-15=16970 '13-14-3222, 11 -1 �-3527, 11-1-2=3286
3-16=—'`22, 3-11 5=-58, —1 5=441, +�`—I 6=-854, �-`� �—;�� ., �- � �,� �—�'�r-� � � �, � T'] �..r I �T y� ,— I8-12--1101—
TE .7
1) Wined; ASCE 7-08- 00 m } h-= � �� � �=�. p� � ; ����, � �� � � �� i1 � E -D C,'-nncIcsed,MWFRS interior zor-;Lu r
DOL=1,33 plate g1rio 00L=i ..
=CLL: D � , Pf-35.0 f (roof snow); =.gyp r 4 Ali [ � y
Unbalanced s now gads have been cmn id r- l' or thts thisdesign.
4' 1 his tnilss has been -designed for 1 .00llme flat coof load of 31.0 psf on overhangs iivith ager 1�ve goads.
r- vlde. adequate drainage t pm vent eater ponding.
This truss has been designed for a "1 0.0 psf bottom C-nord give load a onco Curr int with ar` other!lve le2ds 2jer 1able 1 .1 of
IBC -00.
refer to gird e a(s) =o r ;rus s t ;-l.1 s s c o r; r, e ct-« ns.
'rovid h2nE at.joint 17. al conn' tion (b others T 0 r; r1 i f � t i t r �.; i� I t i �1 1
Z, Il b u pi 1f
LOAD SEI) La n r
I j ' -"S `AGL� '' 000 +1 O 0 SID) K
jobi l iJ s
`1-:377
r
T
4X8 1
r ZA
3-2-11 e 6-9-0
N
4
:R00PTRUSS
i
4x4
Job Reference (poral
_ I 0 s l ash � 20, 01 � MTa Industries, Inc. Wed Oct s 05:591.455 r P
44
3X4
4
-11- 23-7-0
3
1
US
1_S 4 -�r
7
�rr■�
— 11
scally = � ;41.3
X6 i
T
s
-
-
23-7-0
-
-7-2-0
LOADING f
I
-
1
EL If
(I�
II d. el
Ld
i LAT IP
TOLL 35.0
12t' in a
1.1
0.88
' r4 L! --131
10-1
1
240
1 11120 31 � d 144
TOOL z0
Lumber an to s
�1.1
�
B 0.89
� 1� � � � � -
� y�
�
-
5+
1J {■{I ■,y.�ylJ
- �F �+F 4 V
7qI Rep Stress l n r
1
1E
� 0.68
1� o 17 L 4: 0.06
n
N
OL
1 Code 11 /AN319�(Simplified)I
Weight: �
LUMBER
BRAC'ING
TOP C.17CRD 2 X 4
o-
T C_jP CHORD
S3heathed or
2-10-4 oc
puLrlins.
BOT ',COPD 2 X 4
SPF No.2
BOTNo. CHORD
Rigid
cemng
directly appy ;ed or 11' 0-0-0 oc brading-
WESS 2 X 4
SPF Staid/Std
QED
I i I u 32 X 4 SPF 'ku a/Std
LiE FIZ Left 2
X 5 DF No1 1-11 -11
E TA ([b/size,' ; =1 1 1l i �� r� al, =1332/0-5-8
MaxHort I =-I 361'�oad case )
rM -xL�r �i t =� 1 d - G6(load case
Maxra -1 18(Io d case )} 8=1 I oad cass
FORCE 0b) - First Load as nl�y _ _
OP I
=_ -'5 569', _ _ 1 6 y -4= l 76# 4- ---I 1 a - ---1 1 1 , - 7 =-1400, � 8=-160 , -
T HRD 1-1 2=1202, 1 41377, 10-11=1377P 8-10=1262
WEDS 3-12=_59, 4-12=4005 5-12=-330,5-10=-303, 6-11J=413, 7-10=-11 10
NOTES
1 Wind: ASCE 7-98; QCmc)h; le= ft; T L=A. Psf * ' CDLa4. o g; a-j.ac 11; Exp ; eta 1 d;M1,NF 1,nte r z ne}Lumber
DOL=1.33 plate grip D L=1 -33.
T LL ASCE 7-98; fT 5. f (roof snow); C p C, Pini Ear).
Unbalanced snow, loads have been considered for this design.
4) This truss has bele desigred for 1. 'Lanes 122 r Of 12d of 35,0 T'an overhangs nc - oncurr �t with other 'live jo d .
Provide adequate drainage to pr l� nt l ater ponding -
This truss has eLn d ign d ' ; or 1-In1 . o f bottom CrIord ' j ve goad nonconcunLert with ary other live 'loads p e r Tpablea � . �" �
1B-0.
Refer tr o Ird Jor truss to truss Connections.
Provide ha mal conn otion (by oihers) of truss to bearing Diate capable of withstanding 00 1 !,.!plift t `o' n t I P n d 1 '1-, upfift ai
joint 8.
LOAD CASE(S) Standard
I Ply
'Job 'Truss S 1, ype Qty
j
F2977 OF 1
'. � T e ori , Inc.�� � 1STOCKE T -I Idaho Fails, , L
Sc�I e = 1,421-4
4x,5 i I
5
U
, � 1
4
I
I
4
i
WS
k
4
'W37
A y
� d
U6
3
-- -
212
I
TC1 16
1 k ,
a. 1 ! I
U5 5X5 -
4g 11 1
5X
5 —
�5
p
Plate offsets D%(", + I'l t0$3-8}FiIt, ;LI 1,0-2-8,0-2-4],[16:0-6-070-1-M
LOADING
(p
TSL
3: 5.0
TOOL
8.0
E3L_.
0.0
BOOL
3.)
SPACING 2-0-0 CSI
Plates !rire , T 0,75
Reo Stress I n r YES !WB O 74
Code JR1 a Watri )
DEFL
erg
1 )
Ildefl
L. -'d
Vert(LL)
-10
12-13
240
'`rt��
'i.
{ .1
+,
�i180
How T L)
O.D8
of 3
n1
LUMBER BRACING
o I�DFD c_ TOP CHORD
E30TCHICRD 2 X 4 SPF o. �LE x c%e P BOT CHORD
4 SPF 21 60F I .
WEBS tudi'SW
SEE
Rigric 2 X 4 SFF Lud/
SLIDER Left Dro. --
c T TONS (Ib/lee—1 187)Vch niccal, ---.1337 /0- -8
Max Hfo i =-1I lad ease 5)
Wax U iiftl =-61 f load ease )* 9=-1Lucacase )
ax %'_3rav 1 = 14890 mad case ), 9=1724(l ccase )
PLATES
!!0
'+ , a 1 1
heaflied o -11-7 oc r,ur1ins.
Rigid ceiiiing directiv applied or "10-0-0 oG bracing.
FORCES fib) , First L DOCLd tease Only
TOP H 1-2=_ � � � .. =- .� , - = 1 p _ 42 5-6 --17 --1171, =--1 536, ---22_59.8-9=-1651, -10=5
T CHORD 1-15=1227P 15-16=1228,14-15:z'1447 1 y14-11 , 12-13=11857 , 11 -1 -12784 -1 I=! 182
- L-1 t -1 =--348, 4-15 -70, o' . ,-1 —� -1 � r r13=-320, 7-1 =-/ � .? 7- 9 -- 5 ', --, = 7 ! , -1 I --�62
{1
OTE
I Wind: ASCE 7-98; h; h= ft* TCL L= . p f; B L_4.8pst; C ategory i!, Exp ; encl . ;MWISS ori arjof- zor e;L L:mDer
DOL-1.33plate grip DLi 1 ._
ALL: - Pf=3 -0 sf (roof snow)-, E n ; Fuily S p.
Unbal2riced snow i gave been Cw. id r ""Or thl design.
7,iinas beenire for 1.00 timi1 r r I;,r non -concurrent with t "Weloads.
Provide radequ t drai r.o Dre nit wafer ponding.
Q) TNs truss has beery designed For a 10.0 psf bottom cord €iv icrac r niconculrr nt witU any other live loads per T'able 16G7_11, f
IBC -430.
� Refer 10 jrd r� fir t� � P �,� � ior r
Provide r ecihanl l conne., tlon (by others) of truss do beading plate caOtble of withslanding 51 1b uDlift at joint 1 and '124 lb uplift at
joint 9.
LOAD GASEP Standard
GRIP
197/144
T
FJ ob j T s Truss i pe
5 i i
S"k'0CK C0lVlP0NENTS-1FJd2h0 FallS, ID 8-3.403, Dan
I
- �-- -- —� --. Joh Reference c'ouional -- -- -- - - - -
5.10 s May 30 2003 MiTek Industdes, Inc. Wed Oct 15 05:59:506 2005 Pa- 1
A _
-i5�j�3-11 L12% _ . . 4f2-8
caae = '.x-2.4
4X8 w t i
U
8-00112
y 7
1.5x4 \.
45 '1i
4
A
14
5X5 =
15 _
5-10 1
y.�
X4
13
3X8 :+
'' l -7
x6
1
5X5
9
1
11
5X5
8
9
ff4'Y
i (Ib/size) 1- e 1 1 0p rAv ec h a n i ca 1, 9=1 fO- {
Max Upliftl=-90(10@d c2se 7), �-1 15fload c2se)
Maxra I=1558(1oa case , 9=1 3980oad cls
FORCES (1b) - F r t Load Case Only
i Off' H 1 - =-l539, 243 � a. 369} -7=-! 555, 7-8=-2234, 8-9=-1 671, -1 0=292
+ - 4-286, A -` A=1376, 12-113=1 832, 11-1 =1 "- 1=1267
E S -15,,1,45, 4--1.15---404, 4-14=8912.,5-14=-223, 5-13=--i 17, -1 --4 r 7-13=-'015, -1 =4319, 3-12=680, -11
TE.
Wind: - i L4. a ! ; I",f1' i r��rrn r +r
D L=1 .33 Plate grip DOL 1. .
TOLL, ASCE 7-9 , P1-°35.0 osf kr of sF,.o ); EHE' . Full Exp,
r� I � xan considered For this design.
A This 'truss has been designed y r 1.00 tmes flit roof load of 35.0 Psf on overhangs non -concurrent it'n other live Coals.
Pro fd -adequate drainage to prevent eater ponding.
13) This truss has beer designed -i-or a 11 0.0 psf bottom chord live Toad nonconcurrent mt-�, ac-ly outer live io4a;ger 'Table � 607.1 of
Referto girder(s) for truss cc truss cannemions,
Provide m ch nF C horn �L_[on (by others) r ;VSs to bearing pmts rz.--.pable of d h t nt'.11r ]b uplift atblnt e and 11 1b upilift at
Kirit 9.
LOAD CASE(S)SS) Standar
7-6-0
-63� 0
14-11 -0
1 -1-
1 1-1- I 23-7-0
7-6-
2-0-0
A- -
2- -c 2-,-8
- I_
is I - (X,"'11):rt
` - - I
f : -3- ,
� 1 2-8p
0-2-4'1
LOADING ps
! SPACING 2-0-0
p 1
L
DEFL
Ioc
1/ eft
L°
PLASS P
TCL 3,x.0
Plates Increase
1 T
0
'� LQ -0.15
1-1240M
11
0L 8.0
! umber Increase 1 -1
1
Ve.t(Tl) -0.28
1-15
>993180
S L! 0.0
Si'ress Incr Y LE
0.59
Hors L 0.09
9
q/2
n/a
L C DL 8-0
Cod's 'R 0 /AN1
( impfi l )
i
I
WeightR. 114 Ib
F
LUMBER
BRACING
TOP CHORD 2 X -
SPF
T 0 P C,1 -10R 0
S -h e a
tLie d a 2-14
0 -6"
oc ur1in s.
R"'HORD X =�
P17 �` .
BOT CHORD
Rigid
caning directly
applied r -a - c r��d
Afry7 ,rjr EES 2 X
I�� ' 6iudF 4d
+ 1 Ir. 5 E
iP �� irr
Fight: 2 X 4 3:�P F Stud/ td
SL;'DER Left 2
X 6 DF No.2 2-7-4
i (Ib/size) 1- e 1 1 0p rAv ec h a n i ca 1, 9=1 fO- {
Max Upliftl=-90(10@d c2se 7), �-1 15fload c2se)
Maxra I=1558(1oa case , 9=1 3980oad cls
FORCES (1b) - F r t Load Case Only
i Off' H 1 - =-l539, 243 � a. 369} -7=-! 555, 7-8=-2234, 8-9=-1 671, -1 0=292
+ - 4-286, A -` A=1376, 12-113=1 832, 11-1 =1 "- 1=1267
E S -15,,1,45, 4--1.15---404, 4-14=8912.,5-14=-223, 5-13=--i 17, -1 --4 r 7-13=-'015, -1 =4319, 3-12=680, -11
TE.
Wind: - i L4. a ! ; I",f1' i r��rrn r +r
D L=1 .33 Plate grip DOL 1. .
TOLL, ASCE 7-9 , P1-°35.0 osf kr of sF,.o ); EHE' . Full Exp,
r� I � xan considered For this design.
A This 'truss has been designed y r 1.00 tmes flit roof load of 35.0 Psf on overhangs non -concurrent it'n other live Coals.
Pro fd -adequate drainage to prevent eater ponding.
13) This truss has beer designed -i-or a 11 0.0 psf bottom chord live Toad nonconcurrent mt-�, ac-ly outer live io4a;ger 'Table � 607.1 of
Referto girder(s) for truss cc truss cannemions,
Provide m ch nF C horn �L_[on (by others) r ;VSs to bearing pmts rz.--.pable of d h t nt'.11r ]b uplift atblnt e and 11 1b upilift at
Kirit 9.
LOAD CASE(S)SS) Standar
F2977
ST OCK COMPONENT, -'--)-IF, Jdcal ec F ! , Ifs 83403, Dan
S
1
4y,d 11
i E _ mob . ee�re. rice (oc)tionaf)
� i 1 a
.100 s May 30 2.0 03 Mi'l e6[ndustries, Inc, VVed Oct '15 05:59;57 2003 Page I
e 21-1--8 9
190-1-
21-1-8 1 --
She ;-- 1:45,9
e
Y••��� Y
o -t.
LOADING
(,.Qs
SPACING
- -
YLL
35.0 I
1
1-15
Y
5
Lumbar b rae s
1,1
i E _ mob . ee�re. rice (oc)tionaf)
� i 1 a
.100 s May 30 2.0 03 Mi'l e6[ndustries, Inc, VVed Oct '15 05:59;57 2003 Page I
e 21-1--8 9
190-1-
21-1-8 1 --
She ;-- 1:45,9
e
Y••��� Y
o -t.
LOADING
(,.Qs
SPACING
- -
YLL
35.0 I
PF,._.te !ncr ease
1-15
T C L
8.0
Lumbar b rae s
1,1
1-1�
0.0
Rep StMzs In r
Yr_lz
BCDL
8z0
erode 1 ,J 4/0J ANk1z_
I9%3
LUMBER
TOS' Ci`iORD 2 X 4 SPF N0.2
T CHORD 2 X A SPF 'o.
SEE
R; g ht: 2 X 4 PF S tL,dj S d
SLIDE Looe X 6 CF No,2 --
1
TC 1.00
BG 0.69
Y -61
(Simplified)
REACTIONS flblsize) -1
Ma >H c)rz I =- 21 ;(i oaf )
Nlax Upii l =- l d case (), =-1 Ioad case )
Maxr l =1 10(ioa case F 1 =1 load case
DEFL
in
(Io)
11de l
LY d
Vert(LL)
-0-165)
1-17
>999
240
Vert(TL)
-0.28
1-1�
>988
180
Hor t7L)
0.
10
iiia
r,j+a
RAN
TOP CHORD
BT 010
VVESS
PLATES
11110
Weight: 1135 I
Sheathed.
Raid ceiling d1rec,'ly applied or,10-0-0 oc 1rad E .
1 Row at midpt 8-14
FORCES (lb) - First Load Case Only
TOP CHORD 1-2--- 41 1, 2-3=-1551, 3-4=-1 3261 4-5=-1376, -6=:-1 19 -it F & =-999, 7- =-I , 8 -9= -?-234, 9-10=-1671 -10-1 1=
ill SOT� `t
H D 1 - 1 =1 r 1 -1 7 =1 222? "1 - 1 6= 11 , .1 4-1 =1 00x, 13-14;=1830)
� -� y11D-12=12-57
-WEBS =�- -1 =_ ��1 - _ -1 ---528, 8-15-:=627, -1 10'
`=- , } -1 =336,8 -14= -86j,8 -'3=-d53 ',
M —680, 9-12=-57
NOTES
1) Wind: ASCE 7-98; mph; h= tt; T 0 L= . p f; 13CDL=4. f; Categcrf fl; Exp ' encJiosed;MV1FRS i n tori r zone.Lumtber
1L=1.DOL=133 pfategrip DOL =1. .
T LL: ASCE 7-98; fT �. 0 In. s T- (roof snow); exp ; Fully E .D.
nba1an id Snow loads have b8�n COnsld r d r r• k
�hi design.
This truss has been designed for 1. 0 time's flat roof [01ad of 35.0 psi on overhangs non- or i.lrmmnt kY ith other ,"ve loads.
'Provide @idequate d r i nag to prevent waterponding,
6) a hi truss has een deli"reed for a -10.0 psi bottom -chord Ive load it n oncu rr nt with any other live ioads oer TI -m -k ; ;,
!-0.
7) Refer Lb girder -(s) for trus,%to truss connections.
Provide niclin n i a 1 connection (by othe of truss to beajing prate �apa I � withstandi rig0' ifs uplift at joint JI 2nd 1 3W 1b upiift at
bint 10.
LOAD FzP Land and
IF
19 441.
Jou
rUss
SPACING
%0-0
CS1
I
P2977
J CA
R 0 OF !a R U
; 4
y
`TOCK C M PON FINS- F a Idaho Falls, 10 8340-3, Dar,
8 i ,.,.4- 1 t'
I
x.100 s May30 2UO3
I -A—n 5-9-1
t
,Job Rsference_ o ptlona
MiT 1 n d u st, es , Incw VV ed �t '1 5 '.1 a-10 200
I
LOADING
�psf)
SPACING
%0-0
CS1
I
T -JLL
35.0
i. -r --Ie :qac, ease
1,15
�
1 4 � 0.56
CDL
180
Lumber Incre 3
1.15
.
'
�.Qir
Re o inc,
=
' ��� 0.00
EFL
J (I )
11/d efl
d
ftLL
-0.05 2-4
> 999
240
ertL)
0.1 1
1
180
or TL
-0.00 3
n!
n/
LUMBER BRACING
REACTIONS Ob/size) = /Mec hani al, 2=432/0-5-8, 4= /Mcr,a r:l c4a l
MaxHarz 2=1111 (Icad case 5
Maxpli =--63(lo d case ), =-7 (1 24 Case
MaxGr = 060oad ease 1). 2=4320oad case 1), 4a } (1oa
FORCES (1b) F 4 rst Load Case Only
TOS' CHORD 1-x-537 -3=75
50T w RD 2-4=0
PLATES
X11120
I 'igi �t: 16 1
f
Sheathed or 5-9-1 oc purfins.
Rigid eL:iirig r01r ctl applied r 10-0-0 oc -bracing.
NOTES
Wind: ASCE 7-98 oh; h= at; 7 L, . p f; S C Sp 1 category 1. 1; Exp C`; P,ncao i ,N4WFP nt ri r cne;Lum1b er
DCL=1.33 plate grip DOL=1-.
T LS. -98.- ;--� p (roof snow)! Epp C- F-,j[lv Do.
This Truss has been designed for 1.00 tines flat roof load or 35.0 p f on overhangs ion-f;an urr nt with other live loads.
This toss has been designed `O r a 110.0 p f bottom c', rd live [Foal i-ioP4 co rr, u rre n t w1ith e ny oth e live I aads per Tabu 11607.1 of
8-0.
Rarer to g 6r r( ) for-.1russ to toss n ne tions.
Provide ; ec ni c -ti Connect -ion Eby others) Or truss to bearilngHpicalte c pcabie of withstanding Ib uplift at ;Diet 3 and 7 lb urint at
joint 2-
LOAD P ;standard
r�
ice = 1;15
1P
1 Q ! 144
' 0�I * 414 Iaty
' l d i 1 L�'� S'E—:A ,JLE WOO O I O •� G '}kD KTruss i
I a
I
iR T -1F, Idaho Falls, ID 83403T Dan
Plate o-lffet ."X );
t -I
pf
1 {�
35.0
T C L
Ei LL
0}
-1-4-
1
IL
ion loodcn l)
5. 3 , I�,�# a 2003 iTe ndustr7 , kr� .
We rd . ct ,,- 06. 4 .11 2003 Page 1
1
SPACING--
w
DEAL ri (I0 I/defl I /d
PLATES
Scale = 1,20A
GRIP
Plates Increase 1.1 5- 0.61 Ve�(LL) -0.06 -2-4 >9990 240� I1. 0 -1 !'-' -44
Lumber Incre 1 �1 5 8C 0.29 rtTL 0,1 >1 180 �
Rep Stress Ince YES � WS 0.00
c e 1Ro /ANS1 lmath) I
Weight:1
LUMBER BRACING
TOPr ORD 2 X 4 PF i0. P Ho
SOT HD 2 X 4 PF 'Nazi B`11- CHORD
EDGE
La -ft: 2 X 4 SPF Stud/Std
EA TI (I b/size) = 16/ Mechani I, 2=444/0 - -8, =� 11M ec h a ntiof
Mari Ho r..- 2-1150 (load case
Max 5{7
Maxr v3=211 -(;cad case 11 ), 4440cad case 1), 4=10-1load Case )
FIE9b - First Load Case Onix
ORD I-2=55, 2- 00
SOT — HIED 244-0
Sheathed tor 5-1 1-10oc e
Rigid ceiling directly applied -or 10-13-0 r `ng.
NOTES
1) `-Nind ;CCE 7-98; 0 Dh; h= f } TI DL=4. f} Lam . p r f Categarl J; !7X0 ; ze�cl ci d , MWF ISS i n enor zone,urnber
DOL=1,33 pl2tegip r L=l .33.
TALL : ASCE 7-9e8+ �f= , p f (roof snow), E. t Fully
This truss has been desI ned for 1,00 times plat ro& load of 35.0 psf on overhangs non -concurrent with other live loads..
1 This truss had been deslaned for a 10.0 f bottom chord li-ve Ii-vload rionconcurrent with any other live 10-;d r Table, 1 7.1 i f IBCI-.
Provide mechanicalConnection (b others ter n plate co - able of t
ith �ndjn 86!b -idi t atin
} " and Ib uplift at
joint 2.
LOAD CASE(S) Stalr-;dard
rz
Jc)b
- o T -u
ssG
i
b
F-7 ja
w _
STOCK COMPONENTT 1',:-;-11=, jd
1
Truss Type
ROOF TRUSS
rr__11s, �1 ,fan
I i D I SLE � OGD ;
job Reference �oticn3'
10 s May 200 iT industries, inn. Wed Oct 1 06.00:1 1 2003 gage k
t
5
— lix 4
LOADING(
6-0-0 oc purlins except end
SPACING
2-0-0
1 r
DEFL
Ir,
(lac)
0/ efl
`!
TOLL
35.0
PLIat Incre2se
1.15
TC 0.30
VefT'(LL)
-0.21
-06
>465
9A0
T
Limber Inc- �
4
13C 0.57 I
I
'a rt(J L;)
-0-37
2 -05
> 2 � 8
180
LL
.o
1",.
Reu ss Jr� r
I .1
r �
Isar a
0.00
0
nia
��r'a
e DL
Ce de 11r Cf 20 0 O/A N S 19
(Simplified) a
LUMBER
E30T CHORD 2 X ' SP= No.
WEBS 2 X 4 SPF Na.2 -Except*
W1 2 X 4 SPFtud/ t -d
. -Fl(1b/s1z e) =4 1l fi h n1 cal1,= 10- -
a H r =s I
Max jr-ft--- 1(road Case 51,--64(lo d case 5
FORCES (Ib) - Forst Load Coals e Only
TOP CHORD I -'2=26, 2-3=-36-1r, 3-4=01 4-5=-4,,4-6=-1 93
BCT CHORD -6=13
WLE3-6=-13063
BRACING
�P CHOR
B T _--Ar - .R D
i
PLATES
M Ileo
I
I Weight: 32 1b
'hea h r
6-0-0 oc purlins except end
verticals.
igId!SIT_
lireot1
appl'ied' or 10-0--0 oo
bracing.
OTE
Wind` ASCE 7-10.18, 90mph, h= ft T L- . ps'F DL=4_ p f: C t
1 �eror iI, 'Exp enclosed-,MWFRS interior zonej umber
D0L=1 -33 olaier1 L=11.33.
T SL: c 7-98;'P'1-3-15.0 psf (roof snow), Ezip ; gull Exp.
This truss hoes n de 1 rted for a .� �1r� (t% ,1at roof load of 35.0 psi on overhangs non -concurrent with offer rive !02dS,
4 This truss na eIn desiqned for a 10.0 f bottom chord 4ve load nonco current with any other livellocads per Table " 607,1 off
a-,
5) Refer ' -a girder -(s) for tr-iss to toss connections.
S' Provide m ' Ca ra i� i fl f rl of r bearing l l4withstanding i% u p l i ft t 'omit Q' Cid 4 i b rj l 1 f t a t
jfnt.
LOAD E() Stanclard
Sol -Ole --z 11:21.3
1 J f '
� job
1
4 F'97
a
i runs Type
Qty
Ply
w ,
I11 MONO ' i
a i
2D 8340,31 Dan
D R'di G SJEL\G SLE U 101-1 DU fLIU)
1 �
Job Reference .'oat=21�
tip. e 4,22
0 l e lradu c� , ir-. �- ed t 1 06.00:11 200 '��ac
-eye-
4-1-
P 2-0-0
--
--
- -
--
10-8
L/
i
1
-f—X1,+ — 1JXu
I - -
840
W 4.
LOADING
(psi)
P 2-0-0
f
DF -FL]
)
Yrel
L/
PL� E IP
17 L
35..0
da res lncrease 1. .15
TC
C .A28
Vse—R(LL)
—9.17
-�
I 1 19 J� r
t CSL
Lumber increase � . 1
B
.�
Vert( � L}
-131-�
�
�
B CLL
0.
Pei flr In r
W 1
0. h
i 1c,r (T_ L
0.00
_
LM13
.
n/a
BOOL
8.0 f
I
erode I F 0 1 s` 1
II impf
F
dWeight:
I
30 1b
LUMBER
Tr, -)P CHORD
E . 1CHCRD
W
X 4 SPF NUL
Ido, 9
X d
REACTIONSI l� z -L2= -5d29/0-5-8, 5- 389/0-0--
Max Hort 2=1 45(load case )
caoli t - (1 ad case )., 5=- }Iced tease 5)
FORCES(1b) - Fir i
SOP fr`` R 1-2=26, - -0 , 3-4=0. 4-5=-157
BO
T {0-309
WEB 3-5=-349
BRACING
OP CHORD
BOT CHORD
Sheathed -or 6-0-0 oc ur.iresT eixcEpt end verticals.
igid C."4 ng- dvrecfly anpiied or 10-0-0, oc brac-ing..
MOTES
1 ire o ' 7-08; 0r ph; h A; T L= .8P f3 DL=—&. psi; tegcr I i �� p ; en !o d, I� nt nor zone -.Lumber
r
[)OL=1.33 plate grip DGL=1. , .
i LL; ASCD 7-98* Pf=35.0 p f (roof snow"); Exp ; Fully Exp,
T his truss )as been designed for 1.0 times flat roof Toad of 35,0 p -If ,-)n ovemil angs n n- on ri�
�t wth otherilve 10Pd.S.
This t1russ has beenn designed for a 10.0 pf b ztom chord Ilive ;oad ni-.Qr L11 rrPnt with Pany ctMer!iveloads per Tattle 1607,1 of
Provide mechanical connection .b other of truss �o bearing plat apatite f ithsla din 60" 1 upp ift at joint and ' ib unci t at
joint 5.
LCA E() Standard
IN
C
:
Job
F99:177
7 it
i
r
1 runs Type '
E
,,F TRUSS 5
C
ails, « 83403, Dan
.1-
11'EL.c__: WOOD 10P CSG (ID)
-Ja b Refrenca � o otional
_ 2003 MiT8 k ind.0 std es, Inc. Wi Oct 11") 06., ,1 X003 Page
11.4 1 E
4
LUM13ER
+0 P CHORD
B O 'H ORD
WEDS
X �
S P,F
No.
X .
SPF
No.2
4
L+r ADING
1 p I l
SPACING
-0-��'a
1
EFL
II I
(ioc)
�f d fl
LA
i L L
35.0 I
Plates Increase
1. °
T0.47
'
Vert(LL)
. -
-
9
i L
o
� 0 I6
-umber 'Incire 3, s a
1-10
P 8 0.26
Vert(TL)
-OM
_ -6
> 9 1' 9
i °8 0
BOLL
().c
? p Siress Ing
'(
S 0.32
Ho TL)
0.01
n1a
n/
LUM13ER
+0 P CHORD
B O 'H ORD
WEDS
REACTIONS flb/size) '51=491IMenr_%�.anlcal, 2=10'31/0-5-8
Max Hort 2�=i 7 0ccad mese 5)
MaxUi t_15=- 4(ia@d2ns 5))t =-6 ko d Clare
FORCES f 1 'I - First Lo2d Case Only
CHORD1-2=26, 2-3=-51 -Jr, 3-4=-O, A-.5--2013
A H D Jr,_)", = A 4, 5 - 6 5 4
BRACING
TOP CHORD
E T CHORD
PDE_
1120
Scale = l r2_a
GRIP
/1
Sheathed or 6-0-0 oc oudirs, except nd! 1icJ� .
Rigid caoiiin g d I rectJ1/ pPii i or 10-0-0 oc bracing.
NOTES
1 Winii:EE 7-98; 90mrh- h= - T L= . P f L= ,8p f rategory ll; exp a n i -M)NF one;! umber
DCL=1.33 plate ric) D L;1 M,
T ALL. �, " 7-98; Pf=35.0 p f (roof snow)} Exp ; Fully Exp,
This truss has been designed for 11.00 irnes fiat roof goad of 35.0 psi n overhangs non -concurrent with other live iocad ,
This truss has been designed for a 10.0 f gottom chord 'live load nonconLcurrent ws."th any other `i loads per Table 1607.1 of
IRC -00,
Refer y ird�r(sl for -truss to truss rnections.
)'Provide mechanical connection fb others) of truss to bearing pkate capable ofwithstanciirg 84 ib u iift atjoirt'5 and 69 Ib uplift at
joint 2.
L I aand r
X �
S P,F
No.
X .
SPF
No.2
4
SPF
StudfStd
REACTIONS flb/size) '51=491IMenr_%�.anlcal, 2=10'31/0-5-8
Max Hort 2�=i 7 0ccad mese 5)
MaxUi t_15=- 4(ia@d2ns 5))t =-6 ko d Clare
FORCES f 1 'I - First Lo2d Case Only
CHORD1-2=26, 2-3=-51 -Jr, 3-4=-O, A-.5--2013
A H D Jr,_)", = A 4, 5 - 6 5 4
BRACING
TOP CHORD
E T CHORD
PDE_
1120
Scale = l r2_a
GRIP
/1
Sheathed or 6-0-0 oc oudirs, except nd! 1icJ� .
Rigid caoiiin g d I rectJ1/ pPii i or 10-0-0 oc bracing.
NOTES
1 Winii:EE 7-98; 90mrh- h= - T L= . P f L= ,8p f rategory ll; exp a n i -M)NF one;! umber
DCL=1.33 plate ric) D L;1 M,
T ALL. �, " 7-98; Pf=35.0 p f (roof snow)} Exp ; Fully Exp,
This truss has been designed for 11.00 irnes fiat roof goad of 35.0 psi n overhangs non -concurrent with other live iocad ,
This truss has been designed for a 10.0 f gottom chord 'live load nonconLcurrent ws."th any other `i loads per Table 1607.1 of
IRC -00,
Refer y ird�r(sl for -truss to truss rnections.
)'Provide mechanical connection fb others) of truss to bearing pkate capable ofwithstanciirg 84 ib u iift atjoirt'5 and 69 Ib uplift at
joint 2.
L I aand r
I
I
Me ON C y; � U
I
' "� JVIt-1 t: i b ! �- r e cano �-ausv 1U 3403 man
P
1
to w PIV DRIGG-jS/EAG-r'�WOOD 10/7 � D -ID)
O
100 S May 30 2003 MiTek Irkdu tra , Inc. Wed Oct 15 06.-00:-12 20,03 Page .1
---
-0-
I
t_
t
SPACING
2-0.0
CS1
�,�-4 rte,,
0.0
Pep tr Irc,-
YESWE
0.00
B L L
8-0 I
Code 1 ;--� Q Y 0 /AN1 9 5
(Simplified)
LUMBER
TSP ;-D 2 X 4 SPF -
WEDGE
�ft: 2 X _,117 S FF Stud/gid
E 7 (Ibf a e 2-.."32610-5-8.. 4=185/0,5_8
Max Horz 2=11 1 (lod case )
Max 1i = - 5(l0 d case: 5), =--4 (f d case )
I - First Load Case Only
TOP CHORn 1-2=28, e-=, 3-4---156
SOT CHIORIC 2-4=0
4-0-0
4.0.
0-
4.0.0
d
I EFL in (Io I/deft Ud PLATES GRIP
Vert(LL) -0,01 990 2 4- 01
Ve rtu I L -0.02 -4 >999 180
o (TL) 0.00 n/a nr
Weight_ -4,16 Ib
BRACING
"O �' • Pe' S. •Vath or 4-0-0 purlins, e, ei-�*�i.^Lit edri e+ e" kai h
9 T CHORD Rigid ceiling d%relctly applieC.4 or -0-0-0 oc bracing.
NO-IFES
I' XD J , r for zone; Lamber
00L=1 . 12te gFiO DOL=I. _
ALL.: e EE 7-98; Pf .0 sf (roof snow), EXP F:U j Y 6E X P
e.
This truss ills been designed for 1.00 t1mes flat roof load of 35.0 psf on overhangs non -concurrent with other Jive loads.
4) T irus, abee, designed 2 `.psi bottom chord live l nonconc � -�t"tihn othe� llo-as % per T'ab[e 1607.1 of
5' P' N/Id edharl€cad Connection (b others) 0" tru 1 beann piate capable or ithstan �n ib 1 .: ems! ; i t � s ,.y
Int i G 1ITS at
=
airXT A.
LOAD CASE() SLapda r -
J
Job ; Truss Tr4j s s -Type
1:2977 I F9 ROOF TRUSS
i
I
1daho J"alls ID 83403 Dan
IDRIGGS/EAGLE WOOD 1017 IDG (ID)
Job ..r rerce -- - — i'r4 n
- } --- - �y
..1 0 0 2003 i iia �, I. a . iced L '00,02 2 0 3 P ;
V 11-- 15-6-0 19-4 23-0- --
4X5 i s
4
3x4 =
4X4
3-8-12
LOADING
sf
TALL
tet' O
TL
"
CLL
0.10
SCDIL
8.0
LUMBER
i HD
80 T CHORD
14 L -1
ZX4 A
PACT TO -
F1 ales n ,,,ease +1.-45
Lu r increase 1.13'
1 tFS nrYES
Code I C0000JOANS1
X 4 SPF fay.. *Except'*
X 4 SPF No.2
-
1
T C 80
BC 0.50
WS 0e816
. . i (1b/size) 1 =1484/0- i 1 !M apical
Max or 1 4= 0 (in daaa
Max Up iifitl 4=-1 10 (load case 7), 9=49(load ca se
Max Gray 14= 2015711 ca d - 174f .102d case
5X8
;--
i
-1 -
--4
EFL
n i4I'o)
I/dna]
L/d
Ver,(LL)
-0.09 11-12
>999
240
Ver' j L)
-+ .1 11-1
-1180
orz(TL)
0,05 9
n/a
n/
BRACING
TOP CHORD
20T CHORD
WESS
Weight. 153 �b
Sheathed or A -!-"o oc puri ins, except end verticals.
Rigid ceiling directly, aopljed or 10-0-0 0C bracing.
I Row at mil d Pt 3-12, 5 -12; -11
FORCES (lb) - First Load tease Only
T OIC CHORD 1-2=37, 2-3=- 12, -4--1038, 4-5=-882, 5-6=-924P 6-7=-1 10 , 7-8--1240, -14=-1 4371 321
BOT CHORD 13--114=0, 1 -1 =9844 11-12=11019, 1 -11-"t087,-1 --
WESS , -1 =-1 , 4-12-1 4, -1 �.-290, -11--91, -11=296, ? 1=-1 N -10=- -1 �1 � 1, -10=1137
NOTES
1 Wind: E �- ; rnphR f�- ; ` CCL —, c
. o , L=4. ps' ate or/ 11; �- �� F mn I ed: 1WFR Inferiar zoneaLomber
iDCL=l .33 pFaie grip D L=�� . .
2) T CL L -. ASCE-; Pf= . f p f( roof snow); p; r'-ully Exp.
Unn21r.c d' Snow loads have ibeen ccPsidered for this design.
' R �
i riC n d Jnr 1-00 rimes fl2t roof IO2d Tf .0 psi on overhan non- on , Prrent.4vith other Iive roads_
5) Provide adequate drainage to prevent water ponding.
5)
f riffs truss has b e, d ang led for 10. f bottom chord live -load n n ri u ,rent with any pother live Coady per Table 1607.1 of
7) Refe, o cilrder(3)trtrussto toss connections -
8)
ovids.
onnect ons-
ovids. rtes-ian cai onne,11n (by others) of truss +o :bearing plate capable, ,-.f witht nding 11, 0 ':b uplift at `oint- and 49 lb uplift,
at joini 9.
LOAD CASE(S) Standard
Scale i 1:53.1
I
,
.IIP
IN 97/144
TUU
F2977
Truss
Truiss Type
ROOF T�LJ
STOCK i` T - liF, 1d aho Falls, ID 83403, Dan
Qbl
Ply
i
D I /EAU . WOOD IOU DG (ID)
Job Reference (optional'
511100 100 May 302003 MiTeknu tri ,. Inc.
I 1 --- 15-6-10 20-1-1
L
._ -6_ _
Wed Oct 15 06,00:03 200 Page
J .4 11
E.
11
14 s T ► 10
x� I I 6xio 6X6 — 5x15 = W axia 48 ! 1
1111 - 10
a
D rQ Te O-rs e1 s "%vf, Y): _
IN
: 01 - -4. 0 [8:0-1-12, 0-1 -B], [1-. 0-3-8.
REAC70NS(I bisize) 110=6847/0-3-10 (in put: 0,3,8), 16-81.8810-4-6 (input: 0-3--8)
Mclq
- -
Ma . Harz 16=1 (lo d case
-Ia Uplift 0--74load case )F 1 =Mead case
DEFL
in l)
'def!
SPACING
V e r ' 1")
s C31
�
240
T LL
35.o
P12teS Increase
Hor f f L)
_11"C
0.49
nia
TCDL
3.0
Lumber Incre se
1.115
1 BC
0,89
E
'L
0.0
ReoStress Incr
NO
WB
0-93
CDS
B'D
Cocfe1,RC20001ANS195
(Simplified)
L13E .
T 0 0 R D 2 X 4
SPS NII,
BOT C'k-l'OR D 2 X 6
D F 300 1 .E
"vVEBS
2 X 4
SPF Stud/Std *E. Qot*
WL 2
X 4 SPF 1650E I . t, W7
2 X 4
SPF -Ilo- W9
2 X 4 SPP No.
W10
2 X 4 SPF 165OF 1,5E
,
REAC70NS(I bisize) 110=6847/0-3-10 (in put: 0,3,8), 16-81.8810-4-6 (input: 0-3--8)
Mclq
- -
Ma . Harz 16=1 (lo d case
-Ia Uplift 0--74load case )F 1 =Mead case
DEFL
in l)
'def!
L°d
V e r ' 1")
-0.20 12-14>
�
240
Hor f f L)
0,04 1
n1a
nia
BRACING
CHORD
rT 01-i 0 R 0
WEBS
DILATES
M 1120
Weig-ht, 340 lb
Sheathed or 4-0-1 cc pub l n t except end v rte ,-;:�I .
Rigid ceiling i€ d r -� ac br@sing.
1 Row atrnidpt -'0, - F
FORCES (1 - First Lo2d Case Cnl
' '1°,.�"L--.� �M y -.a. - C�-���..{i.°' f -;.j-y k?--rt�J a-.-"T�-WT i1
_ _.
SOT CHORD2-16=-1352, 1E --16;----"352P 14-15=7542113-'14=6771) -�-111-12=48421Y1 -. �r _
2544
3-16=-8370, �-ll 5=9071 ) 4-15=7 343 4-14=-944, -14=3091, 5-1 =- Dl 97 -12=487 , 7-,d 1 =:-4541, 3-11 =6505,
8-10=-5998
NOTE
1) -P ly truss o e nnec` d -togeTher with ,1 1 If o' Nails a follows:
Top Chords onrx c ed as follows : 2 X 4 � I row at 0-9-0 o .
Bottom cr10 rd s c onneC-ed a s follows: 2 X - 2 rows at - 9J0 o c.
Webs connected as follows: 2 X 4 - I row at 0-9-0 .
Wind. ASCE 7-98; ph, h=_ * T L=4. p f; L-4, p 1-, category Iit ExD C, en c, �osed;MWFRS interior zone -Lumber
DCL=l -33 plate grip D L=1 . %3.
T IL -L.- ASCE 7-98, f=35.00. pf "roof snow); Exp T Full ti; - This truss has been designed for 1.00 -times flat rani load of 35.0 psf ;on v ri-tn nor -concu 'lent with other 1i 1
This truss has been designed for a 10.0 f bottom chord II 1 � � .t � � � +� �
� Joaa'- ar��r��,�rr�t 14� �.� �� , e� � 02 r Tcable 1607.1 of
I-0,
INA RN C N G - Rer,urr d ben rng size at Ent(s) 0, 16 greater than input bearing 1. a,
7) Provide m cnan1 aj connection b others.) Of truss to bearing plate capable oTwithstanding 704 lb u lift at oi.nt 0 and 759 lb uplift
at joint 16-
8)
Girder c ri tie-in pap. ( )} 24-0-0 i ro -0-0 to -11-
LOAD E( Standard
tZ.) Plate Inc,rease,=1 .1r
liniform Loads Of)
iVe
- =-� y , 2-10--561,6
c -al e; 3/16"=11
GRIP
r'. t w
1 ff 141-r
Job Truss I i rush ,I ype Qty --Di i DR] �' `L WOOD 107 DG i1 's
6
i
12977 ' G2 ROOF- l RUSS
0rece l
COMPONENTS-� 3'i Fall T r 0f`1 G May 2003 iT Inau tnes Inc. � Oct +1
y0-
--
`- 1
1.5x4 !1
7
4X4 r U4 -z 4x4 = 'x4
1-11- � -9 10-0-7 - -1
LOADING
(p f) ISPACING
2-0-0
TOLL
35,O
Plates Increase
1.1
L
3a0
Lumber Increase
1.1
CLL
0.0
Reo Stress I n rh
$SFS
DL
,13Code1
LUMBER
TGR 1�1D
20T CHORD
WEBS
X 4 SPS No.2
X 4 SAF No,2
X 4 SPF t -id/
FL in floc) Vd efl
1 Vert(LL) -0.32 9-11 >863 240
kms _ e rt(TL) -0.59 9-11 >469 180
(irn lifi d.)
REACTIONS Ob ize) 8=116110-3-8,12=1486/0-3-8
Ma.x Hor
=1 1611048-8,1=1486/0.3-
Hor I =load case )
Max U OM= -20'63 (load case 5), 1 —8 load case 5
F IE1(kb) - First Load Case 0n1v
T P ' � ' 1-2- 26.* - —9'A, 31-x-- 131 t - =-625* -6=-62 , 0 1 ='� , 7 -8=.26
B OT CHO RD 2-12=-81 6, 1 11 -1 _ i 2507 1 '-1 i =1 009, -1 0=1009, 8-9=559
'` X4`11-- w 4- =30153,4-9=-652P 6-9=60 7 -
-1015,3-12=-2505
BRACING
P CHORD
TC
W=m
3x4
PLATES
1120
Weight: 127 1b
rL
cafe ; 1.61
GRIP
197/144
heathed r - -� c urtin , except ani. ve 'C
� .
Rigid caili n g dire ctly appy led or 10-0-0 bracing, Except:
--0 ac bracing: 2-12.
Rows at 1113 Pts 8- ,
NOTES
f i : + - _ t T L= . p f ��L=4. p d r �,t ori 11; Exp ,' n 10 ,.MWF interior zone;Lu er-
D Lw Jr.33PJ,,,grip 06L=1. .
TALL: ASCE 7-98*, f=35.0 (roof r); Exp ; Pini Exp; L= 45-0-0
Thi's toss hes been designed for 1.00 times filat roof road of 35.0 p f on o erh2 n neon-cor; L!rr n L with other Nve loads.
4) This truss has been designed for a 10.0 pia bottom chord live load nncoricuTrent th any other.live loads qer T a- le 1607.1 of
P{ovide mechanical onne�tiion �by h r � � �f�l �0 rfn capable plate cabi of it�� t ndir-2061b L# t Jo -Int and !b ulplift at
joint 12.
LOAD CASE(S) Standard
19
Job D R1Ua /EAGLE 'ill C"0' D `1 [7 G 1 K
F2977 G 3 '1 ROOF i RUSE !�
ob Re'
STOCKs PO LETEJ-1Ff IdE o all , ?D 83403, Dan
LOADING
p
r L!
r
TCL
directfly2poli
LL
4
BDL
8 aFP
LUMBER
1,_0P CHORD
C)
WEBS
A 00 s May 30 2003 MiTek lndust�es, linc. '0/e Cit 1 06:00'.04 2003 Page;
1.5x4 J
5
,1 10 9 8 7
4x4 3x4 U4 3X4 U-1 —
- 10-5 1-3-1 23-3-
SPACING -0-0
Pla!es Ir, ease 1,15
e umber 'Increase 1.15
Stress In rYr
C(11%
ode CR 0ANS'9
REACTIONS Ob size) �1=11 x`3/0- - , 7=1 1 7'110_'_
MaxHorz 11=3330ccad c2sa 091
Max UPli-ft1q 1=-16(10 c4aF 7 =- 09 i a kc )
FORCES (I - First Load, tease Only
T Off' H D I - i ; - 4 , 1- =1 . 2- =-`' 1"), -4_- 0 , 4_ =-600, %5 -6 =- t - 7�-250
- a .12 9-10=985, 3-9=985, 7-8=536
WE -1 =- � � a -1 ��-��; , %J-1 Q=A1 8, VQ -8=-'02, 5-8-'50, 5-7=-1 027
in t 10C lid efl
Veark T L) -0A8 8-10 >581
Horz(TL) O.D4 7 n/a
BRACING
T F CHORD
3 T CHORD
ti,P� E s
L IDLATE
0 iM 11
Bo
''eight,; 124 1b
Sheathed or
X
4
SPF
No.2
directfly2poli
X
4
SPF
N .2
SPF
to )'S td
REACTIONS Ob size) �1=11 x`3/0- - , 7=1 1 7'110_'_
MaxHorz 11=3330ccad c2sa 091
Max UPli-ft1q 1=-16(10 c4aF 7 =- 09 i a kc )
FORCES (I - First Load, tease Only
T Off' H D I - i ; - 4 , 1- =1 . 2- =-`' 1"), -4_- 0 , 4_ =-600, %5 -6 =- t - 7�-250
- a .12 9-10=985, 3-9=985, 7-8=536
WE -1 =- � � a -1 ��-��; , %J-1 Q=A1 8, VQ -8=-'02, 5-8-'50, 5-7=-1 027
in t 10C lid efl
Veark T L) -0A8 8-10 >581
Horz(TL) O.D4 7 n/a
BRACING
T F CHORD
3 T CHORD
ti,P� E s
L IDLATE
0 iM 11
Bo
''eight,; 124 1b
Sheathed or
3-7-0
oc pur1an , except end
verb[c.-aI
Rigid cefling
directfly2poli
d or 1 0-0_O oc
bracinc.
I Row 4t r-n.idpt 6-7, 2-11, -
2 Row t '113 its 5-7
NOTES
Wind: ASCE 7-98; 90rnphh=2!.3.ft-- T L= . p k -, L= . s� ; Catecori "Ll.; I p C, :=n 1 ; MWFRS inter
�Or zr.e' umoer
DOL=1.3.3 plate gdp COL=1 ._
1 I -I ...: ASCE 7-98; 1 =��. p f (roof snow); Exp. ; Ful exp_, L— 45-0-0
�I 1 s Truss h as been d- rg ned for a 10.0 psf bottom chord l ive I oad noncon u rr nt with a ny other live loa d s per 11 a b I r 607
113.0.
Flr v'ld ecih .�'lcai ���� �#Jon 'b oT� r ) f truss to bearingplate c p +I ca �. ��i-.scan in �� � ���it� �t j�ir�� � � �� � � Ib ��ij�t
t Ji rpt 7.
LOAD CASE(S) Z6ndar
Scare = 1:60.6
GRID'
197/144
- tl
I
1
STOCK � 1P0N'E;Ft Idaho FaNs, 1D 8'403, Dan � 003 Mia Indl� � i 06-00-05
7
4
44 =
17.38112
4, X6 z
_ _ ��+,YIL
LOADING
�pf'
SPACING
��T
� 1
TCLL
_
1
,115
i T� 0,09
TC OL
8,1..E
L1,jmber 1r��a ease
_
. 1 1
LL
0.0
deo 13tress Incf.
Y E. S
WG
DL
erode I R 060iA
I'� 195
LUMBER
TOP CORD
BOT CHORD
AL -37 H
4 SzPF tND.Z,21
2 X 4 SP1= 3;udI�tr
4X6 \\
0
Y{ e] k.0LL hair n, cn 9
Ve rt
Hofs -L') 0 , DO 0 7 nj; n/a
BRACING
TCP CHORD
BOT ,"1D
h cath d or 6-0-0 oc ourfins.
.ACTIO (;bis z) 1-1 _70/9. 7-8, r 170/9-7-8, =53i -r - , 1042,4519-11-87 87;-,:24519-7-8
M -:;I
24519-7 -
M-:;IH o rz 1=-.1 (I old ca
Plift,=_� . } =-80(l old cele ), 6 u=-. C-'(1 a _,ase ), —20 7 0 Dad case
M(3�fav 1 zz-.dl(; ad case iz -41loc,d case )r 9=1 0(a ad coria ), 10--3 1 (load case 21, = 7 5(bad 3)
r -1=i t Only
BOT CHORD 1-10--=_44,a 9-10-44, -9_44, 7-8-4,4
NOTES
I Wird: ASCE 7- ; 0mph; h= ft; T L= , t; LQ -, 0L= . T; Category fl; X Cr �r� i �;1��1��4f� � �rt�f'or pane-�j bf
DOL= 11 -33 cl to orip DOL=1.33.
Truss resigned rar t iro Toads in the-jilcane the truss ord . rar stuids exposed �O,Annd normal to the pace`t, j T e "Star dar
Gable LE - Detail„
31, Tails tress :-ias been des -lo �� d or a ~1 . f o m Nord live load non-concuri ent with any alh r !' 10 c pad 1 abie 16 07. 1 of
IBC-.
gableC7,able studs spaced CA --1 .
�o bearing Plate apabie f withstanding �b uplift t bint 1,, 50 1b uplI at -flint
r ��ra h r � i �'�ri ti] I tk�� r
7, 209 l% upf i t joi rit # 0 and r b qu f It tat Joint 8.
LOAD CASE(S) Standard
FLATS.
110
We -10L. 47 11b
Scale _ 1,M
GRIP
917/ 44
Jub I qJS L PE?
L-2 C� KINGPOST
PI F=T -iF� l c -.-h r @I I , 10 83403, Dean
-0-
y {1
U4 =
rd
Jobe eren i 1 21)
. �1 00 s May 30 2003 MiTek lndusli.r ies, Inc, �Nad nCct 15 06:00:06 2003 P C e 1
8--1
-,x * I ..:)x4 11 a , 5x4 I1 a .5X4 11 1 _� X4
-7-
i �-- � :-, � � J `9:0-2-0
Plate ti t 37
LOADING
p
TCL
35:0
TDL
3.0
BCL
0.
CDL
3.0
t_E
T OR CHORD
BOT CHORD
T21 -#EIRE
P%C.1 --
Rep stress In r YES
Cod I � 0 0/ 1
X 4 SPF No,2
I SPF No.'
4, S P F S dud/Std
CSI
T .0
BC U8
0,20
atni)
.6
DEFL 1n 0oc) Vd l Lid
rt} L nia n1'a 999
Vert(TL) n/a r a 999
Ho) 0.00 nC�l rda
BRACING
TOP
;� ORD
1 �C,
WEBS
PLATES
112
Weight: 69 1b
or 6-0-0 c punS L I ns .-
Rigid ceiling. clirectly app!led or 10-0-0 oc bracing.
1 F<ow at rn. i d t 4-10
Scale: 114"7
GRIP
1'971144
FACTIONS (a b/s 1 e) 1,131,1 -7- . 7 i 1I'l - 7 -8, 10=1171?1 -7- , 11=19211 .- -8, 1 2= 2 3 7J12-7-81 = :f1 2 -7-- , 8 = 2 3. -711 -7 -
M ax H o r? 1= 252 (load ce
1 -1 x P1 1=- 1c�d case r 1, �(io d -In ), 11=g1 4(io d case )r 1 =-1 7 40cad case ), =-1 load case ), +1 (ion. case
Maxr�1- i d case ),. 7= 080oa case ), 10=1 (10 case � l 1= (10 ::ase ), 1 = .(lo d case ), = fo al case , = (Ica ca
FORCES (11b) - am o r t Loaa,,Case Oniv
10
TOP S 1- =-�11 r x-3-4- , , _4=1 , 4- =--1 ; '-O__ 5 , - •--
-4125
WEBS 4-1 0�— T 13-1 - 166, 2-12=-1 85, � µ a00T 6-8=-11185
T L
1' Wind-' t - ; � L- ; - r ff t i1} Exp ? enclosed; I AF interior one -,L trnb r
r . . 1
OL = 1.33 plate grip a L -I _�1-
Truss ire for wind ` n the piane. of the, ti -u.53 only.trstuds -.---.xposed to wirld-(nOFMal tQ L �� i i '* r; r
obie End Detail ve
Thi truq has;.,,, e�r� Designed for s . -sf bottomr,-fiord 11v load noncon urr nt with any other live loads pe, � -bl 1607, 1 0f
IBC -co.
Gable requires.ar-tanuoubottom chard bearing.
5) Gable studs sp2ced at 2-0-0 0C.
6 Provide mh ni 1' Cnnf-ti o n (by others) of truss tc e -n hng plate capable of lNith t ndi n 93 lb u i`ift 2t joint 1, 157 1 b uplift at joint
, 1 1 ;uplift at } int � 1, J17 l uplift at joint +1 . 1 i lupi at }otnt 9 and 175 1b up11ft at joint 8.
'LOAD CASE I ) Standard
Truss T ype
Job v
-� INT
i 1
STOCKCOMPONENTS-IF, t 7 " 0, Dan
--
F
I
-11 _4
4 A =
5
17.3B i 12-
_.
5. 4 11
Qty I l DRI(3GS/EAG . D 1. O 1)
I
job Reference
,1100 s May 30 2003 MiTek IndU L. ie } Inc.
.IS -10-8
a9
49 11
16 -114 13 12
3xA .f' nx4 I_� 4 11 1. 5x4 iI 1_^x4 h 1, 5x4 '•I
.5x4 ; i
__0-0
El
�N ed 0 c t 1. 5 06� 0 :0 6 2 0, 03 E0-ag e "N
6e - 1 r,`-
1 -1 r
.' f0- , rr .lat � t XY: 1 - - -1011 1- p -'0-4 . OI f 0- - , - -415 ri0. - - , -1 , ri i �
L LADI NG
psf
Vrl aT * ! II �
� a � y
�r 5..a
CLL
0.0
iL
8.0
SPACING 2-0-0
fates Increase 1.1
Lumber Increase 1.15
Rep Stress ar;r YES
Code IRC200,01ANS195
LUMBER
TOP lD � X 4 SPS No.2
'T CHORD 2 X 4 S F 11: No.2
T'r ER S 2 X 4 SPSStud/Std
I
E i n 10 ) li'd eti
L{d
Vr-LLL) n/
Vrl aT * ! II �
� a � y
�r 5..a
Ha �aL) 0.00 9 riha
nl
BRACING
P ;--1 D
E30T CHORD
WEBS
PLATE
S -
M1120
Weight: 80 1b
Sheathed or 63-0-0 oc purlins.
Rigid ceiling directly ap1aed or 1 0-0-0 oc brisclir.g.
GRIP
197/144
REACTIONS Oi i ) 1=45/".3 -'LO -819=45/13-10-81 1 =11311 -1 - , 14=19811 -1 , 1 = 1211 -10- , 1 =17 /1 - 0- ,. 1 =1 i1 -Ib - , 11= 1.2/1 -1 - ,
Mex Hort 1=-278 f load case )
Max
1
- -1 l - C =- i , =-1 7 (1oa�d case 1, 1 =-1 �1 d case a � =-1 (i case t 11=- f (loa
case , II =-1 (loads case )
Max Gray c =31. (load Gaye ), 9= � floa case a 1 =1 (loa case , 14= 1]oad Case , 1 -306"1ocad case , 16= load Cr , 1 = �1 d Case
se
11.= 0 Co ..ase , 1 = 4.(1oad ease )
F (lb) - Fi r t Load Case Only
TOP (_-1',Ll1-2=-54,, 2-3=-1 27, 3-4=- 1 , 4-5= 1 , 5-6z--- 1 , - -1* 7-8=--1 27, 8-9=-1a
> CHORD 1-16 =3' 15-16=33,14-15=33, 1 -1 �, 12-13=33, �1 _ -1
`REBS 5-13=-80t 3-105=-179, y1 =-1 6, 6-;�=-1 7x 11 1 , 8-10=-146
OTE
1Wind.- ASCE 7-98; mph; h= ft; BCD ..= .8p f; Category It; Exp ; enc:losed;MVVFRS interior zone,
DCL=1.33 plate ghp DCL =1 ..
Truss desknfor p in Roads I Zhe plea �f the truss on" E For Muds exposed to kivind (normal to theca�e). Spec -0 eMa T_
� "Standard
Gable End De -moi["
TN.* truss ha 'Den designed for a 10. psi bottom chord I� [cad nancor� urrent '� ith, n �y ct�; r 'eve 10 ped a ��C 1 7.
BIC -00.
Gabie requires �onJnLou �attom ., rld C',:n'+
5) Gable
Rids s —aced eat J.2 -0-f-) oc.
Provide mecham ai Connection sby others) of truss to be2ringplate C ab1o, Apt w&s:, nding 135 1b upit'-ft at joint 1, 105 Ib u hfk at
r t , 1 i t joint �uplift t t 1 _1 b uplift at join# ,1 ' 1 6 b� -up lift a t` int 1} -1 1 uplift at joint 11 and
122 Ib oulofift at joint 10.
L CAD CAS ) Standceird
,� o d ' Truss i russ Type QtY.' P ` '
o
sROOFTRUSS
STOCK Ei T -[F, Idaho F211s, i1)83403, L.�a
I
I
-DRIGGSiZAGLE WOOD CRY J C.-<
0
Job Referem.e 'ootlr �-j )
13 - G-- 00 7 2003
� �! Tek I du 4F es, inc. ',Ned Gct 16"
LOADING
(p )
SPACING
-0-
1 �
T LL
39,0
:,talesErc. a_.
;
0.22
T O
8
.Ter I re — s
Lumber
1
4BCL11,
0.0
Rep Strilmlss II r
YES
WS 0.06
SCDL
8-0
Coda i R C20001'.-ANS1195
I
kale ; 1'15
EL
in 151 cc
It'd TI
d I PLATE GRIP
'e rt r
yy
- .
ZZ-..'
LUMBER BFZACING
TOP CHORD 2 X 4 SPP No,2 TOP CH1,0RD
BOT CHORD 2 X 4 :PIF iNja,2 SCT
SDE
,1 SPF kudj'td
Ti- l S gb/t )=-d./Mechan-1lq =260/0--�- , 4- 1/[ � ni l
Max Hort =i'ad case 5
Max Upli t =, (l ad � � �� _ . 'load c2l-se 5)
%
Max Gray =� 80nad case 3)3 &-=2600oad k,� �, �T �I��d ��
FORCES 0[b) - First Load tease Only
SOT CHCRD 2-4=0
Sheathed or 1 -5--'0 cc purling,
Rigid Ibincdirectly cal �1 or 10-0-0 o bra jn .
NOTES
1) Wind: ASCE 7-98+s h= : T is . ; I = T';C atn o 11; Exp a encs c-,M\NF RS arrter[r zone: L._,r�k� r
Lw1 .33 picate gdp{DOL=1.33.
1 UL: ASCE -9 Pf=35,0 p -1 (roof now); Exp ; Full
I'm s truss imas been designed TO 1.0 0'Irr flat roof !cad f 35.0 p: ' air rh4an no - Fs urr ;.t with other [i re loads, _
This truss has been i ried for a 1 .0 p f 10 o chord hive I r� d n on err ntwit any other live foals per Fable 1607,1 of
5) Refer to girder(sl -,'or truss io truss 0-nnections,
Providem. hani ca i corne tion � v others] 'LTUSS to bearing pfate capable of withstanding 53 ,b z)1ift at joint 3 and �b uplift at
joIrot 2.
L CAS r -k La rid rd
i I I ni S L fess hype ry
Fly i , LE ' 000 1 (ID)
E
p
S
F:2977 9 J2 RO F PUSS
�ry!r4 '}�y7r JI i I y' ,yI? �j �y I�r�y f� f'1 ; ;fob j�fren+ _ _� r)tt�2_ 11.
T �+ �Y �. 0 P 0 1 E_ ,\1 e S - T 3 l � a+ c- S 4_ l l s , ! V Dan 5.100 130 i.. �.J 0 i` 7 e G _ ; 4jstr:1es, Inc. v .W Oct
t 1 � 06:00:07 2003 Page 1
r
i
.0la-te Offsets�,;
r
A-
� 2-11-10
LOADNG
ifSPACING
Oo.c)
2-0-0
MaxDllft
TC L_
�.
Plates Increase
1,15
TO 0,25
rt O L
3.0
Lurimber Increase
1.1
.0.0.7
CLL
0.0
Rep Str�ss I n r
YES
W13 0.010
E3CDL
8�0
Cote l /AN S 195
(Matrix)
LUMBER
"L10 RD 2 X N o,2
WEDIGE
Left: 2 X 4 Prr:7tud1Std
REACTIONS (Jl bi si e N 3=71IMehanical, 2=307/0-3-8T 4=211IMech2micaf
Max''o
=9 (Cad case
Oo.c)
Udefl
MaxDllft
=- 10C,2,d case
),
- lad case
>999
240
FORCES -- r Ld
T? yH'D 1-= T=LS
T CHORD ;4
DEAL.
!n
Oo.c)
Udefl
d
Vert LL)
-0.00
-4
>999
240
BRACING
TID CH CRD
BOT H ORD
I"
PLATES
1120
Weight: 10 ib
Sheathed or 2-1 - 0 oc purlins.
Rigid % i1Jm dir ti y (aphid or 10-0-0 brad;rig.
1
Wind: ASCE--98: .90mph,- � 5 ; TCDD =a.3Ps`; 6CDL= 4. f; -t n rf 1 ; Exp ; encu
TC��,- ASCE 7-",85 Pf=35.0 psfr T ►
f g �,' � ha ben. des i m a for I.0 tomei f I t roaf load & 35 _ psi rhang non -concurrent oncurrent itl- other lire loads.
i nis truss h.as oexEm designed ror a 10. �y Bottom chord live toad nonconcurrent w1th any mher !°
ve joads per Table 1607.1 of
Refer to r r( for truss to tru s s con neclions.
PrO i e MEKL111ni alo; Isle kl r, (by other) of truss to bearing plate c-a-02ble of w� lista di 11b u '1al't a. b . all rid 66 lb l
ipfit at
joint 2.
LOAD CASE() Standard
GRIP
1971144
STI 0 C'N',PC N. JTS -iF F i �I , ►D 83.4037 ID
1
I
DRI�'E- L` 'S O D 10 (0
Job Reference (ocrl
5-100 a y 70 200.1. MITek MITlnd user , Inc.
I ed DCt 1 0 :00:08 JZ21 0 U, 3 Page 1
4 :1s r
LOADING
Ips
PACING
12-0-
1
TOLL
35.0 i
Plates ire t-
0-24
TCDL
&0
Lumbe.r Increase
1.11
B _01
E3CLL
0.0 i
Rep Stress Incr
YES
',VV 0,00
BCDL
8.0
Code iR001
i
�1:W
L'U
TOP w �r
BS=T CHORD{
1E
Max H= = 7 3 ( Cord Case , )
Max Upli t =- (1 o .d tease rii., =-77(9 o dcase 55)
MaxGray 3=79(load 3=79(case 1)} 2=311 (g o d case 1), 4= (l ad case
F 1 LE -H- (1 first Load Case Only
'' .P 4 +ORD 1-2=52,2-3=-74
-=0
NOTES
DEFL
X
F
Flo. 2
X 4
SPF
No.2
Max H= = 7 3 ( Cord Case , )
Max Upli t =- (1 o .d tease rii., =-77(9 o dcase 55)
MaxGray 3=79(load 3=79(case 1)} 2=311 (g o d case 1), 4= (l ad case
F 1 LE -H- (1 first Load Case Only
'' .P 4 +ORD 1-2=52,2-3=-74
-=0
NOTES
DEFL
in floc)
I/ t C
Lo!d P LATr
Ven(TL)
-11 e
>390
1 so
BRACING
TOP CHORD
T C, HD
Sheathed or 3-1-1 cc purlins.
Rigid c-ee'li n directly ap plied or 10-0-0 oc bra j r -
I "'mind: ASCE 7-98- 90m; nt h= ; T L_4. r)st* B L, ,,-qP - F 'atenary 11: Exp fnabs ; WF ntedor zone;Lurnber
DOL --44 1.33 puts grip DCL=1 ..
T L L., ASCE 7-98; =35.0 psf goof now); Exp ; Fully EX -0.
�ht truss has ineen ri [ d 0 r+ I M -Iftes flat . of load of 35.0 Psf on overhangs nor -concurrent with other live ,gads.
4) This truss has been designed for 10.0 sf bottom chord live mad' noncon urr nt with any other live Joads per Tabic 1607.1 of
1 B C-00.
defer to ref() for truss to truss cor.nctsr_
'r i 1 connti othertri s r;n plate capable o' � Ft aur!rid 2 lb i�p rtt _ oint and ab uplift at
joint' 2.
Gulp
171-,A.
I '" .
Job
F2977
rjs
JA
I ru S S ype
ROOF TRUSS
SOCK COMPONENTS -IF, Idaho F ii , ID 23403x 02n
j tf Ply
i
3 1�
e
Job Reference (onf c r- of
_1 00 s May 30 2003 MiTek ln..dus4tt n .
s
1
LOADING
(p -f )
SPACING
2-0-0
Csi
TOLL
35.0 I
Pates ]nhr
1.15
TC 0.28
T DL
8.0
L , r Increase
.1.15
BC 0.16
U
Rep Svess �nc,r
YDS
VVB 0.00
8.0
C00a IRC20001ANS195
LUMBER
BOT CHORD 2 X 4 SPF ,
' EDGE
Left: 2 X 4 SPF t-ud/ t
REACTIONS Ob/size) =1 3,/ 1 hcarkal, =/ - - Y = / l �nanJ s
Max How 2=1121 (Eo2z d case -)
Max pf1 =-55 old case ), =-5.90cad tease
Max Grav =" 4 (l ad case 1)1 4=375(load :ase 1), 4=7 load case 2)
FORCES (1b) - Fast Loral C�aase Only
TOP CHORD 'N-2=5512-3=66
BOT CHORD -4=
11
EFL in (hoc) 111 -e*l ILid i
Vert(LL) -.0.0 -4 >999 240
Vertiff L� -C.07 11 >269 ISO
Fi rz(i ' .) -0.010 3 nj2 N
BRACING
pori
BOT k31 H D
Wed Oct 1 :00;08 2003 Page I
s
N
PLATES
I1 012 10
Weight; 14 1b
i
Rigid ceiling -Erectly applied r i 0-0-0 C brar,-in.
TIE
.� oT
'�` r=.r# ateigory iii Exp C, endlosed;MWFRS interior r Der
L=1 .33 ofate grip 00L=1 _ .
CLL_ ASCE 7-98.- P f=3 _ P f (roof now); �L_; cull P_P.
is truss has been designed Gor 1.00 times .lad root 'LC��d of 35.0 psf an overhangs non- nCLj r rq W'41' i t Ii fonds.
4) This truss has been desioned for a 1bottom chord 'live load nanconcurrent with any other w & per Table '4607.1 �r
Refmr, to g1rd e r( Tor tiff s s �0 rU nr.. ections
6) Provide mechanical connection (by others) oftuss tobearing p[ate capable of withatand-ing 5:8 1b UD1jft!-3.t J_01nt 3 and 59 1b upfift at
joint 2.
LOAD () Standard
Scare: 3W=1.
GRIP
197/144
P9 77
I
J4
1 17' I'4If'I 4d 14�, LL I
r r J
1 runs l y 0 LY 1 G G S 'ELe!,G WOOD 1 OR 6� '�.:.M I-
i 1 i
�.
I Job Reference (ontlraO
, 3'403, Dan .0�a00T ek nitri4 Inc.,
Oct ; ,0P_— y
r
r
I
Y
i
c
L
1
L,..UItv"
1
F J Lj U
en(LL)
T
,;l . 0 I
Plates I r c
TCDL
8.0
Lumber- Incl ei-2le
1.1
BBk-
,, ..0
Rep Etre ire �
Yom,
BCDL
8.0
s
Code 1RC'2.G00/AN3J95
LUMBER
TOP CHORD
J CHORE)
SLIDER
X 4 SPFof
SPF Noi
Lift 2 X 6 DF No.2 2-0'-"-9
U4 .5�
�I
. ONS (lb/size) 1= I /I e hani cal. 3= 1 641Mechan icy l * 4=3'1 / Mech.an ical
MaxHort 1 =loa case
Max Up1;1tT-71^d case
Maxr v 1= 0oad case 1), 3=1 64(load case , 4=70(loac Lca )
FORCES (1b) - First Loaid LoaCase Only
'(- 110�! 1-4=
rL.
al kluu .
F J Lj U
en(LL)
-0,01 1-4
y',9' 240
Vert(TL)
—0.03 ! ~..
*�.+' 180
H o Y 1�-r-(TL
0.01 3
n/a nd 2
BRACING
TOP CHORD
E301' CHORD
r F
M1120
0
Welight-, 16 1b
i i ii niTec fly ppiied or l O- 4O o ir � r c .
NOTES
'10WInd: gid: A: - 7-98: 90mph; h = f(; T DL= , fT B L- , r)fF Category 11" Exp +'; enclosed -.MIJVF RS anterior zon L urnb r
DCL=1,33 plate ri pL= 1. 3
T LL.� 1� .-; f- .0 p f "roof snow); `Exp t t Full} 0.
i is trusshas
-Daan designed for 3 0.0 p t bottom 1hord give load r~onCof-jurren# with any ether ?i e loads per 1 -ab le -1 60 7.1 of
IB-.
4 Refer to clrdJer(s) for truss to truss conrections.
Provide m hdo- nica i connection (by oth rS) Of 'MU t0 -�3tri na plaaie a pab ie of withstanding 73 s h Lj pi ift at joint 3.
LOAD CASE to n d rd
a lljr
197/144
a _
Truss Type
� 1�-:AGLE W000 1 Gf7 0 ' I D S roti MISS Pl
y r
i
9 F2977
q
Lj
ROOF TRUSS
i
STOCK C,0MP0N' r -lF, Idaho Falls, 10 8.403, Dan
--1
j
1
i
1
Job T ren aptanal
5.100 3 iMay 30 2003 MiTek I nu the , Inc, Wed Oct 15 06:00:09 2003 Page 1
3X81 11
3x4 �, 3x4 ,
5-6-1
H
P
Plate offsets : 1`1:0- - � i11- _ .
Sca#e 1:20.3
LOADING
I
i
(psf
SPACING 2-0-0 1
1
DEFL
in
�Icc)
I/defl
Lid
PLATES GRIP
TCL!"
35.0
iates In ra�i e
T 0.69
Vert(LL)
0,0
1
999
240
111 197114.
Vert
a0 i
.a Stye I�Cr S
i
WB x.00
I Hcrz_�TW
0.03
n1a
n/a
_LL
DBC
I
Cod I 2 1ANS'r
(matrix
�
E
�, l�
���a 1
,
LUMBER
TOP GOBI'
i -JE
X 4 SPF No.2
FI F No,
t_.ert 2 Xt'a L F No, 3-5-6
IzACTONS (I /size) I = 21/echanical, 3=229/Mechanical, 4=� /Mechari1 j
M.dx Horz 1 =1 1(load case
arc U Dijfit =- 7(Io d case )
Max ° �r av 1= 72 Goad cas e 1), 3=229 (I cad canse 1 r�, 1= 7 �1 @ d a
N
F LE(1b - First cad Cacti Only
T CORD 1-4=
BRACING
HD
�athd or 5-6-10 o -purlins.
P; _d ceiling directly applied or 10-0-0 oc bracing.
NOSE'S
1) Wind: ASCD 7-987 h; h= ; TC L_ -4_ P 7 8 hL=4F p f at g ri II-, � p hn losed, MVV RS interior zor F1 u-mer
DOL=1.33 plate grit) DOL -1.33.
TCLL: ASCE 7-98-, Pf=35.0 psi (roof snow), E_xp ; �ufly Exp.
1 h is truss h as been d es avail for a 10. 0 test bottom. Chord live Ionil nonc.nn current °with 2 ny other if e I oads per Table 1607 - ; oT
IBC
Railer tb girderM for truss is truss tonne""iGr...
Pmvide mehani al conn ti n (by others) of -runs to bearing plate Capable of wilthst2nding 97 Ib upiaft at'oint 3,
COAD SEE Standard