HomeMy WebLinkAboutTRUSS SPECS (1) - 04-00168 - 322 & 326 Eagle Summit St - New Twinhome0
Al
Truss T ype
ROME TRUISS
Idaho Fails )D 8341 , Dan
A-11
7 11-.
U4 =
3
Qty
W00
D, 1017 D '1 K
d -
6
!Job Reference (Optlona�)
00 May 2 003 MIT In a US7 7 Inc. We'dOct 1 5: 6T 0
1 s I 1)
I
scale= 1:25.8
Nil, f _! ,ti �-- J _ _ 1 �r •, ����
LORI
ti f
PI
2-0-0
CS1
TCL
3,50r. 0
Plates Calc-ease1.15
!
T.
TCDL
-0-32
Lumber Inca ease
1, 1
1 0
KU
Rep Stress Inst
N 0I
WB 0.34
15-1110-0
-11-0
LUMBER BRACING
WEBS 2 X 4 S PF Stud/Std
THE X 4 SPF L t1id td
FT (IbiFze5z--784/0-.5-,B
H.Or .1=-43(1 Dad case
MaxU01if� case ), J151=-350(load case �
M2X Grav 1=91 9(1c.aa case : = I9(io d case )
FORCES (11 - F{ r t Load iari I V
E G T �H0R D -1-6z--2472, =2
PLIES
M1120
Weight: =fib
Sheathed or 3-0-2 ac pud�ns,
I ilia dEr tJ'� r)pia or 10-0-0 0 r n ,
19
NOT
L= Int I I� p , enclosed. W F i n tenor zone -Lumber
Bio L=1..
GS %9�AXPQ
2) Tr it 5oi in the d Of the ��Ir�J JLL
Gable mid Detail"
;l'tA 7FuHy `gip,
r nbalanckesnow Coady gave been considered for this design.
n.
T' [1 truss '-Ias been designecl for a 10.0 p f do t m ciiord -live I a d
no ncom rr ,# i , rr live
,oa ; per T bJ " 607 ; l of
Gable suds speced at 2-0-0 cc.
7) Searin al point(s) 1, 5 con:s d ers Paralr l to grain va I Lie using ANS 11T PG 1- 995 � -�
t grain �- Com_ 2uiiding designer shouJd
8) Pmvide mechanic2l connection (by others) of -ru:ss to bearing Plate
joint 5.€1 f a.�� lb uplift Jkl `t I U raft
LOAD CASEip Standard
14P
197
r -14
0
I
7r-�I
In
(i c))
lid efi
L'd
Vert(LL)
--36
>815
240
Vr-t�E L)
-0-32
6
>-84 �
1 0
LUMBER BRACING
WEBS 2 X 4 S PF Stud/Std
THE X 4 SPF L t1id td
FT (IbiFze5z--784/0-.5-,B
H.Or .1=-43(1 Dad case
MaxU01if� case ), J151=-350(load case �
M2X Grav 1=91 9(1c.aa case : = I9(io d case )
FORCES (11 - F{ r t Load iari I V
E G T �H0R D -1-6z--2472, =2
PLIES
M1120
Weight: =fib
Sheathed or 3-0-2 ac pud�ns,
I ilia dEr tJ'� r)pia or 10-0-0 0 r n ,
19
NOT
L= Int I I� p , enclosed. W F i n tenor zone -Lumber
Bio L=1..
GS %9�AXPQ
2) Tr it 5oi in the d Of the ��Ir�J JLL
Gable mid Detail"
;l'tA 7FuHy `gip,
r nbalanckesnow Coady gave been considered for this design.
n.
T' [1 truss '-Ias been designecl for a 10.0 p f do t m ciiord -live I a d
no ncom rr ,# i , rr live
,oa ; per T bJ " 607 ; l of
Gable suds speced at 2-0-0 cc.
7) Searin al point(s) 1, 5 con:s d ers Paralr l to grain va I Lie using ANS 11T PG 1- 995 � -�
t grain �- Com_ 2uiiding designer shouJd
8) Pmvide mechanic2l connection (by others) of -ru:ss to bearing Plate
joint 5.€1 f a.�� lb uplift Jkl `t I U raft
LOAD CASEip Standard
14P
197
r -14
0
I
7r-�I
Job
F297 7
{-7
4- -7
Truss TNie
ROOF T.
GEM rallS, ID 83 03, Dan
( -D
--
4X4
3
12 J
3.1� 2003 MiTek lndu t , Inc.
Vied Oct i 5 05,59:24 2003 Page 1
-1 7-2-0
7-11-
-11-
P! ate i (X,); .�:��=ate,-- , 1-7 ,- -1, X5:0-3-5
LOAD NG
6
' I
SPACING
-0-0
T LL
35.0 I
Plates Incre� s e
I.1
JrDL
8.0 1
Llir ib r Inc -e
1.1
BCqL.L
0.0
trass In '
YES
BCDLE
i
Cocke '12-0WN1
0.63'
llu
TOPCHORD
BOTCHORD
SEB
q
-11-
1
X4
SPP
Na.2
1 oc) I/d efl
X 4
SPI::
,Io.
X 4
SPF
3tU6'SLd
q
-11-
1
DEFL
in
1 oc) I/d efl
d
TC
Oa49Verr(L)
-0A 9
1-7 >990
240
ESC
Vrt(TQ
-0.3
At -7 >526
180
WB
0.63'
�f r t, -
.1
n,;a
n1a
(Simplified)
j
r
ACTIONS (IbIsize"" 1 =-'0-- ----
MaxDior I—i 1 [oad case )
Max Upliftl =-49(1 o . case ) a =-108(1 o- :ase )
Max Grav 1= 1 (Coad c2se 2), =1 135(1 cad case
FORCES ([b) - First Load Case Only
TOP CHORD 1-2=-21 0 7 ) -13 584' -4=- 4, 4-5_-2107, 5-6=25
=
BOA' IA C I ( - '=1
- - -7=-426, -7=1077,-7=-d.26
BRACING
P CHCRO
B OT CH ORD
PLATES
+
yj
- • [ 1 Y
Weight: 52 ;b
Sheathed or 3-4-14 oc purllns.
Rigid eH ng dirlectly applied or 10-0-0 0c bracing.
NO-11-Es
�[[�'��y �fJ-94�0..
•*J�CE r T 0mph; h=25ftF T DL= -1. f; B' DL il .sf,- L r
y 1IT '�' `� � � 7t��i �#J �9 � IY C4�s.�rirjo �ir�' ,�'''�; �yy
DOL . plate grip r L=1. 3.
T .L. 7-98; , f=2 . f }roof snow); E C' FIjIl E- ID,
unba �a nd sr -1.0w ,oad h �� �.����� � r�:d car �� i s design.
This d a r � r i. as � at roof load , f '35.0 p f on overhangs non -concurrent with other liveloads.
This truss has teen designed for a 10.0 psi bottom chord Jive load nonconcur'r nt with any ogler !i e to d r Table 1
I-bla .f
Bearing at joint(s) 1 ? 5 considers parallel to grain value using ASIS I PI 1-191.15 angfe to rain formula. 01di
ng designer should
verify Capacity of bear-nq surace.bear-n
Providemechar.'caI cod rn f jCtrl 1by ,'.h r ) of :nuns.o b.,ea-ring plate capable of withSt2ndlng 40 S% L;rp� i'cint and 108 lb a
LOAD CASE(S) Standard
GRIP
197 144
ITO
i�
fah
a S , J runs Type
i I
U
5X
_—
I
a
5X5 w
alls, 11) 53403, Dan
Ply
1
;Job Reference (o0cnal)
-100 S May,3330 2003 MiT ek indust -ries, inc, Wed Oct 15 05.59:2-5
- s 7- i10-
1
3x8
6,00 112
9
I I �
x, 3�
4
10
SX8
4x5
7
5>1 13 =
LUMBER
1 P CHORD 2 X 4 SPF No-
SOT CL
wX 4 SPgud/Std *kept*
1 2 X4 SPS N0,27WX4 SPF OO , W1 2 X4 S IAF No.2
BRACING
TOP CHORD Sheathed or 2-0-2 oc pudins.
SOT CHORD F-tigid ceiling directly p ii d or 10-0-0 r 1a ,,
RE. -]ONS (Iblsi ) 1= / hani 21, 7=5807,10 -5, -
Max Fro 1 :(Io )
Fadi (load CaSe 7) 7l-544; Ioadcase 3)
M ra 1=504 1(load CAC )0 7=38 f� 2fiad case 3)
FORCES Ib) - First o "asp n i
0 � + 0 1-. �=-9271 r2-3=- ; 3-4=-5603, 4-55=-:56037 5_6=-8068$ 6-7=-12162
13T CHORE) �1 -1 2=8243 � -
1 =8248+ 1.-1 �1 =6700. - s =721 ,8-9=107127 ,---1 1
WEBS 2-12=1 3 87, -11 !-1636, 8-11=2142, _ i 0=-2208, 4-1 C=4886, 5,10--2882. 5-9=2835,,6-9--3709,-8=3
208
Nr0_r't'_'S
1) pec- l ih n r( ,) or other connection vi �s � h it e .3rovided sufficient tO support ccnc ntr,-_�ted ,0 d
3626.31b down and
p -at 13-8-8 on bottard - The desinaiinorsuch Jeviis the responsibility h.
Special 1 rection required to distribute bortor n d-tard 11oads equaly betqvveen all plies.
2 -ply truss to be cann'ected together wlth 0.1-.31 Nails as 1=oi1c . .
Bottom chords connectec as follows'-, 2 X 6 - 3 rows at 0-4-0 o .
Webs connected as ill; 2 X 4 - 1 row at 0-9-0 oc.
PeCC21 hanger(s) r other con nectio � device(s) hai l 1~ovid d su-MC] �' 4 n entrated 1Oa 3626.3!b .
238,81b up at i 3-8-8 on boltom, chord, Tr%e �Ieslgnlse�.ec�,icn a such p �a.l ren tjo device(s) is the r spun ibijat f oTh r 4
rind.. t;yr=t#�=st;=,R at 11; risedr1'�1 �-
. plate gr o DOL=� .33,
h I Lru-s has beef designed .10Rr a 10.0 o f bortorn &iorc o v [oad , on c riu rre nt with any other vel 110ad's
+ Ii a- - Jss L Lconnections.
8 Provide mechanical conne tion (by others) of truss 4o fearing plate captable of withstanding, 451 Ib uplift at joint 1 and 544Ib unfift
at;oint 7.
-
pec ial hen r( or other connection device(s) sha]i be provided sufficient to supp r� Concentrated loads . 1b clown and
88.81b up at 13-8-8 on bottom c rd. Th design { sti r' f s• cn cflon d l . s 'the responsibility
LID CASE(S) Standard
.1
1 now: Lumber 1n creasap } !@.t e In c reps e=1.1
Continued on page
15 �'
Plate offsetX, i
' 1,0-i
-}_-,
f -, Y
`� a0 1
• V� ms '
L P
LOADING
It sf
SPACING
I�
d1 y-
'.
s
I
;
i
���
PLATES GRIP
�
1I+-�l
a
r{�I
, LJ
i P e ' t • I c i ys.. n
7 Y! • • '1 YY h..! F Inc -ease
C+ I aJ
•
II,0 %0„
9 C
92
� rt� �)
Vert(L�
—0 1
{'�
9
{'�'+-y}`—
10
�. 9 9 9
� I
� Y 6� 1 'l� t �} 1 44
BCF
Rep Stress 'Inr,,-
NO
IP/13
9 i
0.
4�+
.21
>864
rr
180 1
13CDL
8.0
code ] 0/ N 1
E ( impI Til
Weight: 157 ib
LUMBER
1 P CHORD 2 X 4 SPF No-
SOT CL
wX 4 SPgud/Std *kept*
1 2 X4 SPS N0,27WX4 SPF OO , W1 2 X4 S IAF No.2
BRACING
TOP CHORD Sheathed or 2-0-2 oc pudins.
SOT CHORD F-tigid ceiling directly p ii d or 10-0-0 r 1a ,,
RE. -]ONS (Iblsi ) 1= / hani 21, 7=5807,10 -5, -
Max Fro 1 :(Io )
Fadi (load CaSe 7) 7l-544; Ioadcase 3)
M ra 1=504 1(load CAC )0 7=38 f� 2fiad case 3)
FORCES Ib) - First o "asp n i
0 � + 0 1-. �=-9271 r2-3=- ; 3-4=-5603, 4-55=-:56037 5_6=-8068$ 6-7=-12162
13T CHORE) �1 -1 2=8243 � -
1 =8248+ 1.-1 �1 =6700. - s =721 ,8-9=107127 ,---1 1
WEBS 2-12=1 3 87, -11 !-1636, 8-11=2142, _ i 0=-2208, 4-1 C=4886, 5,10--2882. 5-9=2835,,6-9--3709,-8=3
208
Nr0_r't'_'S
1) pec- l ih n r( ,) or other connection vi �s � h it e .3rovided sufficient tO support ccnc ntr,-_�ted ,0 d
3626.31b down and
p -at 13-8-8 on bottard - The desinaiinorsuch Jeviis the responsibility h.
Special 1 rection required to distribute bortor n d-tard 11oads equaly betqvveen all plies.
2 -ply truss to be cann'ected together wlth 0.1-.31 Nails as 1=oi1c . .
Bottom chords connectec as follows'-, 2 X 6 - 3 rows at 0-4-0 o .
Webs connected as ill; 2 X 4 - 1 row at 0-9-0 oc.
PeCC21 hanger(s) r other con nectio � device(s) hai l 1~ovid d su-MC] �' 4 n entrated 1Oa 3626.3!b .
238,81b up at i 3-8-8 on boltom, chord, Tr%e �Ieslgnlse�.ec�,icn a such p �a.l ren tjo device(s) is the r spun ibijat f oTh r 4
rind.. t;yr=t#�=st;=,R at 11; risedr1'�1 �-
. plate gr o DOL=� .33,
h I Lru-s has beef designed .10Rr a 10.0 o f bortorn &iorc o v [oad , on c riu rre nt with any other vel 110ad's
+ Ii a- - Jss L Lconnections.
8 Provide mechanical conne tion (by others) of truss 4o fearing plate captable of withstanding, 451 Ib uplift at joint 1 and 544Ib unfift
at;oint 7.
-
pec ial hen r( or other connection device(s) sha]i be provided sufficient to supp r� Concentrated loads . 1b clown and
88.81b up at 13-8-8 on bottom c rd. Th design { sti r' f s• cn cflon d l . s 'the responsibility
LID CASE(S) Standard
.1
1 now: Lumber 1n creasap } !@.t e In c reps e=1.1
Continued on page
r.,
1 FUSS Trust j pe
ROOF TRUSS
i
Falls, 0 83403, Can
LOAD CASE(S). tared r -
Uniform, Loads (ply
'Vert: 1-4=-43.0, . = , ,
Concentrated Loads (1b)
Vert: rt: =-2488.0
oty Ply
.fob Reference (ao�o
russ Type
F72977
-ROOF
. � e
..• �-. kjk-o %r11 I -;r, 1UaF-i0 I a ITS, 1LJ 63403, an
4X8
_
H
3
QtY F1 C)I� WOOD 1 017 DG (1
' I 0
job Reference (,optionai)
.1 00 S Mcay 30 2003 MI -Te 1'ndustrl } fnc. Wed QCt 15 0'55:59:26 2003 Page I
W
_5X4
1' i 4
1, 5X4 1
x,001 12
3x 6 1_5A Ia
r -4
I . 5X4 ` 1 r 5X4 ,
I
4 j; A _
I
Li
10 8
,4X.8 4X6 3X8 1
2=7-0-()
25-0-0
I
6-110-0 - - 5-8-o
i26-4-01
i
4A% �}yy
r
I=mo
,f
r`
4x8
[f;Q-4-0,0-0-4) "9,0-4-010-4-01, 17. 4-5,70-1-017 (18:0-2-14,.0-1-017 [20*0-2-14,0-1-%
[21,0-1-
LOADING
�'1ps klAF
BA �J
SPACING
_ -
I
��
CLI
35.0
Plates Increase
1.16
TC 0.93
i CDL
8-0
Lumber Increase
1-!5
E3 0. a
LL
0.0
p Stress Incr
SPF No.
0.93
+'L
_
Code JI00/,1I
r lllr
LUMBER
TOP CHORD
2
X 4
0-' 2400'r ---2,01E
BOT CHr
2
X 6
IDF 240OF _
WEBS
2
X 4
SP1= Stud/Std
SPF No.
OTHERS
2
X4
SPF Stud/Std
DER in (I ) lid fl
Vert(LL) -0.20 -9 > 999
TL) -0.29 7-9 > 999
o r (TL) 0.07 5 n /a
JBRACING
I 0 P H 0 R 0
E3-7 LHID
INEBS
d
240
iso
rl/a
MIX20
Weight. 1 9 11b
Sheathed or 2-55-10 or, purlins.
Rigid ceillng directfy applied or 10-0-0 oc bracing.
I Rowt. x i d of -, -
-FI(Ibiie) 1=2290/0-3,a=3/0-1-
2 H Dr- 1=-10 (f ad case 81
MaxUpl1 l =- Ic d case 7`, 5=-301 (load case
Max Gray =2466 (10 d case 2), 5)_2671
FORCES (11b) - Fast Load case Only
TOP SCOHORD 1- 4363, 2-3=-2748, 3-4=-2748, 748, - =-436
BOTCHORD 1- =} 9-10=389418-9=3894 7-.-3894, -7_804
WEBS 2-10=941, 2-910=-155j, 3-9=2164, 4-9=-15051, - = Al
NOTES
1) Wind: ASCE 7-98 90mph h= rt} TCDL-4.8osf, F30L=4.3p f; Category 11; Exp , eat ,'0 edf V F interior zone
,Lumber
, LDl _ plane grip L=1.. . ,Lu mbar
T mss designed ac r wind io d s in the p i2one of t1h e Truss on i - For studs exposed
Gable End Det2lilto winnormal to t See 17 e "Standard
3 TILL: ASCE 7-98; Pf=15.0 Psi krroof now); Exp * Fuily Exp.
4) This truss h -s beep designed for 1.00 tlm s f1 t roof load of 35.0 psw an overhangs non- purr � ��t� ���� live r
oad.
b' 'his trLlss has been designed for a 10.0 f bottom Chord lave load noncon urr nt p it F
r�. �� other I�� ��. per T��� � �,� r
Gable Studs spaced at 2-0-0 oc.
provide mechanical connection (by others) of tress to bearing -late capable f withstanding
at Joist
Girder carirfestip Qnd with 5-8-0 end setback
Spec,al ha n e -r s or haronp.tion device(s) siva ll be ;Dr-ovi d �d sufficient Eo support concentruted l f
at 5-8-6 n bottom chord. The de nIs' l ctio'n of such special connecL.on
�d vi l �i the responsib0ity or others.
LOAD � ) standard
Sn ow: Lumber lnGr =1. , ;d ate increase= 1.1
Uniform Loads 'pi
n lnu d on page
GRJP
1
I
—2977
',-j i + + (% IVIT-; I L --I%4 j -Ii-,108n � ��� r U 33403, Dan
ornfrated Ld (lb)
EAGLE
a' j ?;
I 1 0�7
4
V
® i Job� nce ..r ,i nal)
,
. 00 M 3 20 3 MiTee 1ndusth , Inc. W� 5 2
job
Qty Trus Tv P e _ 5 ; i�� Jl i _ Y i L WOOD r is
� (0)
I F2977 A3A ROOF 7RUSS
_', id Falls, I � 1 Vob g fr
. 003
MiTek Industries, Inc} Wed Oct t 6 2003 Page T'
1- -
a s
Scale 1=, 7
4x5 11
L
4
mr1a --
�.?203
U10 a
5xts T.
LUMBER
TOP "PHCRI J 2 X 4 SPF N0,2
SOT CiHIORD 2 X 6 OF -4OF
PF No.2, W � 4 SPF Flo- T W 1 X 4 SPF No.2
REACTIC J )`=-18331/Mechanical, 7=5807110-5-8
Max
=5807110-5-
J'x Hort 1 =iod case
Lmax lipli 1=- 1(load e )} 7=-54411oad case )
Max Grav 1 =5041 Onad case , 7=68721od case
P,IFZACING
OFA C11 -1,0D
T CHORD
Sheathed or 2-0-2 oc mirkris.
Rigid cellirg ddilrec*L[yapplied or 10-0-0 tic bracing.
F0RCES I51 - Fir tl d Ca'se Only
IF P A H C°R CS - =- 7 11
,, 3,_ 7 4,9 1, 3 -4:= - 5 0-3 0 3 - 5 =-56 03, '5,-0^ 8 a 6 8 6- � ; 21
6 21
a
7216,8-9=11.0712. '=T',�. F. 1-1 =� , 1 =8243, 10},l 1= 00, -�
12
1 Y e=--11536 -i-� —= 1 $
—'O=-2882, —=23p ——`31709,
,MOTES
1) i I hanger(s) or -th r nn tr nev) shad b providedsufficientto uo ort ncentrcat d Ioa
Y., -� f � der and2038-81b up 2t 1 - n bottom chord; The design/ jection of u }i :al connection eioce(s) i he r nsi art' oT'-Lrs.
1 per -la '-onnection required to 1 trlbu[ `botta- chord load �Ouail��° between aali plies.
— i truss o b connected to wt� r with 0.1 1 "x3" Nails aS follows:
TOP chords ronnected as follows- 2 K 4 - � row at 0-9-Q or,
Bottom Cords connected .3follows: 2 X 6 - 3 rows Aat 0-4-0 o .
1 h nn t C1 as follows: X 4 - 1 row at 0-9-0 oc.
pecc tai hangere( ) shall be provided uffici nt do sup iort fon ; ntrated ad(s) 362 .3'pb down and
238y Ib up at 13-8-8 on ottem shard. The d a nt le tion of such special connection device(s) i
s the responsibility of others.
. p fr B t_- p f,, t gor/ fl,- Exp ,enclosed-,IMW 1FFZS inii t - ne-,Lu r, r
DGS.=1.313 plate r1 .L =1 t.
�) ;� !�f=ps-i(roof )r Epp T d ��i �.
8) This truss h been designed for t 0`0 f b0ttOM chord live !o@d non oncurr nt with a other live load -Der, Table
""3071 of
- .13
Refer to girder(s) 'Or tni to truss earn estHons.
P ro i r chain ical connection (by othe rs) of truss to bearing piste c�a p ab] e of ; i tihst 1 lb uplift- up[ift
t joint 7.
Spada; hanger(s) or other connection devi �", ! naii b provided touppI 13-8-3 c rnd
i concentrated IO2d lbdown a �t on
of such sp i t r t win i 1 tl respQnsliblility of others,
LOADCAS-) Standard
r1T1nued on rage
2-1-8
2-10-8
-11-2-11-05-0-0
y+,y t�.s� 'y.�^y I} (Xt a
iai4
jr�
7�+��� 4J��hJ V
'`}�aYL 'p,'+.�J' i}�{�,I
��®�f �14�—~W r
{y{.��� L�J7� $i�{'' ��yJj
r+f , �� 17'-!'—�Y
t F►,,+1�77
� ���•—Y � k�l��
o_Yrr�]
� I'�.����+..F}'4����
ry��y7
I'+l"i� i��'�
Jr j�f-�J�
'�! ��
�p��]J .,�{�qFr '!]�u5[F �'� yJJ
IV,aJ�—'-1 *�����
�� ter, _��� �' �_a
LOADING
(psf)
SP
ES GRIP
L'
TCDD
_
Plates Increase - .
`�
T
-
''�rL�
_
��+',�5
> �
i
40
F
JIB X20 +1 97/1
i Lumbar increase _`i
BC
0.79I
V rt(Tt_)
-0.21 -10
> 864
18G
BOLL
0.0
Rep Stress Inc-
W B
0. 9 lc�?
or TL)
0.07 7
n1a
nia
SCOL
8.
I J 195
Simplified)i
i
Weight: t: 1"
LUMBER
TOP "PHCRI J 2 X 4 SPF N0,2
SOT CiHIORD 2 X 6 OF -4OF
PF No.2, W � 4 SPF Flo- T W 1 X 4 SPF No.2
REACTIC J )`=-18331/Mechanical, 7=5807110-5-8
Max
=5807110-5-
J'x Hort 1 =iod case
Lmax lipli 1=- 1(load e )} 7=-54411oad case )
Max Grav 1 =5041 Onad case , 7=68721od case
P,IFZACING
OFA C11 -1,0D
T CHORD
Sheathed or 2-0-2 oc mirkris.
Rigid cellirg ddilrec*L[yapplied or 10-0-0 tic bracing.
F0RCES I51 - Fir tl d Ca'se Only
IF P A H C°R CS - =- 7 11
,, 3,_ 7 4,9 1, 3 -4:= - 5 0-3 0 3 - 5 =-56 03, '5,-0^ 8 a 6 8 6- � ; 21
6 21
a
7216,8-9=11.0712. '=T',�. F. 1-1 =� , 1 =8243, 10},l 1= 00, -�
12
1 Y e=--11536 -i-� —= 1 $
—'O=-2882, —=23p ——`31709,
,MOTES
1) i I hanger(s) or -th r nn tr nev) shad b providedsufficientto uo ort ncentrcat d Ioa
Y., -� f � der and2038-81b up 2t 1 - n bottom chord; The design/ jection of u }i :al connection eioce(s) i he r nsi art' oT'-Lrs.
1 per -la '-onnection required to 1 trlbu[ `botta- chord load �Ouail��° between aali plies.
— i truss o b connected to wt� r with 0.1 1 "x3" Nails aS follows:
TOP chords ronnected as follows- 2 K 4 - � row at 0-9-Q or,
Bottom Cords connected .3follows: 2 X 6 - 3 rows Aat 0-4-0 o .
1 h nn t C1 as follows: X 4 - 1 row at 0-9-0 oc.
pecc tai hangere( ) shall be provided uffici nt do sup iort fon ; ntrated ad(s) 362 .3'pb down and
238y Ib up at 13-8-8 on ottem shard. The d a nt le tion of such special connection device(s) i
s the responsibility of others.
. p fr B t_- p f,, t gor/ fl,- Exp ,enclosed-,IMW 1FFZS inii t - ne-,Lu r, r
DGS.=1.313 plate r1 .L =1 t.
�) ;� !�f=ps-i(roof )r Epp T d ��i �.
8) This truss h been designed for t 0`0 f b0ttOM chord live !o@d non oncurr nt with a other live load -Der, Table
""3071 of
- .13
Refer to girder(s) 'Or tni to truss earn estHons.
P ro i r chain ical connection (by othe rs) of truss to bearing piste c�a p ab] e of ; i tihst 1 lb uplift- up[ift
t joint 7.
Spada; hanger(s) or other connection devi �", ! naii b provided touppI 13-8-3 c rnd
i concentrated IO2d lbdown a �t on
of such sp i t r t win i 1 tl respQnsliblility of others,
LOADCAS-) Standard
r1T1nued on rage
1Truss miss pe "Y Ply I[Jf-i7CG (JD) K
y
F2977 A3A IROOF TRUSS
Job Reference �'oqdon--[)
,'E��TCCK COMPONEN S -IF, Idaho Falls, 10 8340,3, Dan
'59:26 2
1 �O s May 30 2003 M71 ek Indus'"trl,'es mc. Wed Oct 15 Q,,5� 200' Page
LOAD CASE4S) Standard
Urifform Ls (pif)
Ven't 1-4=43.ot
-,,ancentrated. '.oads 0b)
Vert: 8=-24-88.0
1
4-7=-43.05 -B=-550,9, -07-8=-10
I
F2977
I
1 mss ype
0 F T l!
; ,. ..
�w. .jIVLt-, U i !r,- i%.4 I -I 10 k)0 1 I0- 33403, Can,
LOADING
� p r
CLL
q5.0
TL
8.0
ELL
C_
BL
8.0
LUMBER
TOS' t -1D
E3 0 1 1D
WESS
P
5-8-61
Qt
-
Qty
3
Ply I DRIGGS/ZAGLE WOOD Mil DG P)
Joh I T ren (2 tiOn2J
5100 May30 2003 M!Tek lndust�e t inc.
1-1
--
ea, Oct �I : Z5 ± 7 2003 Page 1
I1 10 9 a 7
3x4 3x4 3X4 3X4 L4
5-11-14
#rte— F
5-11-14
SPACING -0-0
Plates Increase 1.15
Lu nber increase 81.+15
Rep Stress !n .r Y =
Code JRC2000ANS19
X 4 SRF ]0.
4 SPF N0.2
X 4 SPF Stud/Std
REAS TIONS .1b/size) 11--1177.1 ro_3_3, = 1 177/0-3-8
MaxHorz 11:=- (lo d case
MaxPlif#1 1-, 1 000ad tease x7 1 (load I
C;
0.78
0.84
W13 0,70
FORCES (1b) - First Load: Case 'rely
T 1c11H D 1-11 x.,2511 +1, ;O, - =-602, 3-4=-6 p - =-1338j5-6=-O,"-'."f-7=-248
BC
-T H D �1 -11 w t _"tO=x'�-
89} _� , =
J1314
EB -1 1 -
S1 0%1.r 1 a -1 0=65 2t - 9 =-695, 4-8=420, 5-8=-256, a - =-1 574
DEFL
In (I'o)
IJ fl
L/
' r� (L L)
-026 8-11 0
>009
240
Vert(TL)
-0.48 8-10
> 5 75;
80
BRACING
TOP CHORD
BOT CHORD
WEBS
r
IV—
i
h
PLATES
SII 0
Weigh1t: 125 'Ib
Sheathed or -6".10 oc purlins, lept end verticais,
l 11td ceiling directly appfied or � 0-0-0 acin .
1 Row a rnidot 1 , I ! 4-10, -
Rows at 1/3 t. -1
NOTES
1Wind: -��f ADL=,pf;L=.p` r mate Il.Exp �� �' interior nterior zoneaLumb .
T LL. , c 7--98a Pf=35.0 psf (roof snow);IC; Full Exp.; .; L= 4ri5=0-0
� has T N truss has bean ire fo.r '410.0 p f bottom chord Jr e 102 n o n current th ,-,� ny other Ilse loadsr T
TabEe
IBC -00.
Provide hr,i C cane tion Eby others) of truss to bearing plate capa Ie of Witht�nir-�g 2-1 Ib up6f,t at iolrzt 1 and 6 -b uplift
at joint 7.
LOAD CASE($) Standard
Scale = 1:50.4
.IP
19-7/1 4A
9
Job
I runs
I
I
11
T p
2977 B" 2
i
ROOF TRUSS
1
CCK COMPONEN 1 IF, Idaho 1= �!a 1D 33403, Dari
-`-
15,0011112-
1-5x4 �.
fto
l%,3
Plate Offsets (X Y):
7
LOADING 't.01
SPACING-
TLL 3.El�
T CDL 8.0 L.,jmber Increase
BCI -L' . t
DL 8.0 ,ode IRC20001ANS195
LUMBER
WEBS 2 X 4 SPF Lud/Std
n
4x4 =
3
Iply i 3F7�
job PeferancE. Xtiorla[
5-100 s May 30' 2003 MiTek 'industries, Inc,
.1. S4
9
3x4 �.
a 7
3X4 3X4 s
REACTIONS 0"b/size) 1=1260/0-3-3,5=1391-%3/0-3-8
Max Hort 1=-.97 10 d case
1 oEc ;-7 ho d case )7 -=-I 35(41oad case 8)
12 Grey 1=1 � (load case ), = 1 3 Cr 1=
i1 _crt Load Case Only
� +' `
4 T 4-1_'5--2007,— -6=
- =-44 91 3 - 9 =0304, 3 - 7 =6 04, 4_ '
IR,AI1
SOP CHORD
6T CHORD
l r%_n n
-6
{ i ](
3x �J
?_% ;1%
1-4-0
_
Scale - 1, 42.
PLATES GRIP
M1120 1971144
i
! Weight: i 7 b
i d %cpiJ k r dire r6f app] i d or 10-0-0 roc bracin, g.
NOTES
an r ;� umb
er1 Wind 7-98; G h; a= f; CDL= . p fa L= . ps' ategcr/ EExp , ,� '
L= � rip �= i _
3) Uilb2J aric.ead sirlow loads );Eive beieri consic!e-redfOr this design.
4) This tress has been designed TQr . 0 ti�']'� flat rcof [cad of 35.E p f o rh �;a ron- o re
sir, �rt with other l� I C. S.
5 ) 'hi -Piss has b ern ind i:r a 1 0. is " bottom chord ° i 1 rrr
CL J �t liith ars other iive ����� der j able 1 "o- , I of
Je-0.
6 Provide mechanicalomnerti n (by others) of truss to be rg prate capable Of Wfthstanding uplift
atJoInt I and 135 ib uplift at
joint 5.
LOAD CASE(S) Standard
DEF
Iii
I/d erfl
TC
to. 9 1 i
V�rt(LL)
-0-15
7-9
>999
240
a 1
V e rt ( � _ L)
-0.30
7-
Q
W
i
I�_ �
Hor (TL)
0,06
5
nia
n,
im1itljd
i
1
REACTIONS 0"b/size) 1=1260/0-3-3,5=1391-%3/0-3-8
Max Hort 1=-.97 10 d case
1 oEc ;-7 ho d case )7 -=-I 35(41oad case 8)
12 Grey 1=1 � (load case ), = 1 3 Cr 1=
i1 _crt Load Case Only
� +' `
4 T 4-1_'5--2007,— -6=
- =-44 91 3 - 9 =0304, 3 - 7 =6 04, 4_ '
IR,AI1
SOP CHORD
6T CHORD
l r%_n n
-6
{ i ](
3x �J
?_% ;1%
1-4-0
_
Scale - 1, 42.
PLATES GRIP
M1120 1971144
i
! Weight: i 7 b
i d %cpiJ k r dire r6f app] i d or 10-0-0 roc bracin, g.
NOTES
an r ;� umb
er1 Wind 7-98; G h; a= f; CDL= . p fa L= . ps' ategcr/ EExp , ,� '
L= � rip �= i _
3) Uilb2J aric.ead sirlow loads );Eive beieri consic!e-redfOr this design.
4) This tress has been designed TQr . 0 ti�']'� flat rcof [cad of 35.E p f o rh �;a ron- o re
sir, �rt with other l� I C. S.
5 ) 'hi -Piss has b ern ind i:r a 1 0. is " bottom chord ° i 1 rrr
CL J �t liith ars other iive ����� der j able 1 "o- , I of
Je-0.
6 Provide mechanicalomnerti n (by others) of truss to be rg prate capable Of Wfthstanding uplift
atJoInt I and 135 ib uplift at
joint 5.
LOAD CASE(S) Standard
I
NOCK COMPONENTS -117, Id2ho Falls, iD 83403, Dan
J
f
1..5x4 i I uX5
1 2
I� 4
a _
I _M'x4 r
2
0
E
R
a
5X6
i
I 'I
s
Job efere nce ( 00 nAl�
lld
5, "i S May 3 ?x'03 iTak in t ,Ire .� t `1 ;/_ 1
r_.1
3x4
7
1.5x4
7-1.45
-1
Pima Offt K': i 1
LOADING
Truss
russ
T
F77
8.0
I X00 F
I L�
I
NOCK COMPONENTS -117, Id2ho Falls, iD 83403, Dan
J
f
1..5x4 i I uX5
1 2
I� 4
a _
I _M'x4 r
2
0
E
R
a
5X6
i
I 'I
s
Job efere nce ( 00 nAl�
lld
5, "i S May 3 ?x'03 iTak in t ,Ire .� t `1 ;/_ 1
r_.1
3x4
7
1.5x4
7-1.45
-1
Pima Offt K': i 1
LOADING
(pf
t CLL
3.
TSL
8.0
BOLL
0.
BCDL
_
SPACING
Pla -tes increase
urnb r Inc,, -e,.: ---,.se .
Rep Stress inr
Code IRCKOWANS195
CS1
floc) )
TO
0.90
_0. 115
r 34
WS
0.75
i s's,
P
i
plifi d
DEFL
i V I:1 -L )
I V rt TL)
H rz(T L
ire
floc) )
J/de l!
LldPLATES
_0. 115
7
> 9
240 M1120
-123
7-8
>1 9 9
180 P
�) -
nj e3
�-V
I
LUMBER _ �I
.
TOP CHORD X4 F 16:50r "_--_E �' TOP C,41-10RD
T2 2 X 4 SPF 1OOF 13P BOT CHORD
BOTCHORD 2 X 4 SFF 110.2 WE
WEBS ' X 4 SPF ud/'Ld *Except
REAC71`1ONS (Ibisize) 10=1260/0,3-8 '1393/0-3-8
M2X U DIiftl (Ij=- i 11 Nad case ), =-1 (l ad case )
imax Grav 10=1837(load case ,. �=2042(lead case ;
FO (1b) -4 First L02d Case Only
TOPHOP- =-1 7
BOT CHORD 9.10= f a _9 11 1 t7-8=1749,5-7=17 9
'VVE� 3S 1-9= �1249, 22-9--475, 3-9=-540, 540, 3- =4437 4-8=- 1 , -1= i �I
5X6
S hr th ed Or cc purl ins, e t aind viertica is,
Rigid cel"ung directly applied or 10-43- oc br2cing.
I Row at mjidoti 1-110, 3-97 4_
NOTES
1 'N[nd: ASCE 7-98; 90mph: �=25ft,, T DL= . o fT . B DLr 1: Category 11-
Exp : enclosed, MWFRS int ri � ;{ � r
COL= `1 . is to grip- D �=1 .313.
r .' (roof now); Exp ; lFuily Exp.
Unballancad snow blade have been n id red for -this diesIgn.
aibeen rl for ` times of a
overhangsnon-concur-rent its other live joad.
5) Provide adequate drain; ko prevent water pending.
T his truss been designed for a 10.0 D f bottom chord ive goad nonconcurrent with. r
y �- It i cisrDe, Table 1607.1 of
7 Provide -m cni ai Lcnn tion (by others) o T,%J' to edii�1 plate capable fwithstanding111 lb a lift at + . ' [ .e.I
Ct joint .
,141 `1 Fi�t
LOAD () Standard
,26-4—o,
S'cae = 1 `43.2
R
GRIP
197/144
Job
TL-u!ss Type
F 29 77
B4 ! ROOF T
I I
3x-
1
4x4
:3
.mob trenetorlal
100 S may 30 20 03 0
Mi 7 e k ind ust�ries} ink, Wed �. 0 - .
e 11
19-1-414
-3-1
�);:z - -�1
I -)fa 14 n
--i--NSI
L
1-4-0
-Scale = 1,x.2
Wk% — 3x8 U4
51 F tl
�6.1 I
N/'� . r-7 _ ^ -1 A C Fm
� �0
_LUMBER
T1 2 X 4 SPF -1+x.2
SOT "'iHD 2 X 1= i.
REACTIONS (]Mize) -12=1260/0-3-8, T i V9,1/0-3-8
Max Upfftl =_! 060oad {y- )' 7--1 21(load ca )
Max rav t -1 7" (Inad case ), = 04 io d case
BRACING
TSP CHORD
SCT CHORD
FORUES f1b) - First Load Cage Only
TOP CHoRD 1- 12--- "'34, 1 � = � =- %3 } _ - 9Q 'f 4- 1 Y,1j, 5-6=-1 7356-7=-2066T7-
CHORD r11-1 =522, 110-11=13500) - - -833
WE2-12=-1137, -11=722, 3-11 1 --1 e k -1 1;-740, 4-9=4739 6-9=-408
Sheathed or -1-1 Dc Dur-lins, excem, end ve tl al .
Igad calling direr*l 2001' r 10-0-0 r -r.
Rows at "/3 pts 2-12
ITAE
h=; T L=4 . n f; B D L=-- , �r l gor;i 11;r
xp 7 enclosed;MWFRS interior zone -Lumber
DoL=I.'3 Plate grip DOL-1.33.
3.
T LL- ASCE 7-98- Pf= 5.0 osf proof snow); Exo ; F:u[Jy Exp.
Unbalanced snow loads >aav' ib en considered for .his design, ~
This truss lie T'01- 1 .00 times at root load of 35,0 p r an overman non-concu r
6) Provide i3dequat drainage -� prevent wate, rent with other �� I .
b This truss has been designed for a 10.0 f b tiom hard EF .I � one ricul reent � ath an ocher lave loads
Provide rn i ,4-Anlcai conrection (by others) of truss L -o bearing plate capable o -Mfthst n� 1 lb � i[
t joint uplift t �ir� end !�i1<t
LOAD CASE(S) Standard
GRIP
197/144
f
TALL
�I �
In
�I��
I�d��
� �L���`
I COL
.0
1alIncrease1.15
I Lumber ber !Incl a 1.11
�
I
�, � t
L
0.0
eSC
ReD Stress ail r YES
0.96
vva 0-68
V �
Igor TL
L2
0`.07
9-11
>990
180
I'
13L
de IJIJYY0
! - i
i
(Jpl"fi
1
'`
i
ht. lb
_LUMBER
T1 2 X 4 SPF -1+x.2
SOT "'iHD 2 X 1= i.
REACTIONS (]Mize) -12=1260/0-3-8, T i V9,1/0-3-8
Max Upfftl =_! 060oad {y- )' 7--1 21(load ca )
Max rav t -1 7" (Inad case ), = 04 io d case
BRACING
TSP CHORD
SCT CHORD
FORUES f1b) - First Load Cage Only
TOP CHoRD 1- 12--- "'34, 1 � = � =- %3 } _ - 9Q 'f 4- 1 Y,1j, 5-6=-1 7356-7=-2066T7-
CHORD r11-1 =522, 110-11=13500) - - -833
WE2-12=-1137, -11=722, 3-11 1 --1 e k -1 1;-740, 4-9=4739 6-9=-408
Sheathed or -1-1 Dc Dur-lins, excem, end ve tl al .
Igad calling direr*l 2001' r 10-0-0 r -r.
Rows at "/3 pts 2-12
ITAE
h=; T L=4 . n f; B D L=-- , �r l gor;i 11;r
xp 7 enclosed;MWFRS interior zone -Lumber
DoL=I.'3 Plate grip DOL-1.33.
3.
T LL- ASCE 7-98- Pf= 5.0 osf proof snow); Exo ; F:u[Jy Exp.
Unbalanced snow loads >aav' ib en considered for .his design, ~
This truss lie T'01- 1 .00 times at root load of 35,0 p r an overman non-concu r
6) Provide i3dequat drainage -� prevent wate, rent with other �� I .
b This truss has been designed for a 10.0 f b tiom hard EF .I � one ricul reent � ath an ocher lave loads
Provide rn i ,4-Anlcai conrection (by others) of truss L -o bearing plate capable o -Mfthst n� 1 lb � i[
t joint uplift t �ir� end !�i1<t
LOAD CASE(S) Standard
GRIP
197/144
f
Job
o
F291 I
rti-q
��'"��� 7tL-y7f7 ��""""�� j ,yl D jam'{} G
ROODRUSS
1 �
—.-.-,A. +,.+F%_.WEVII IN[�--3N i %D -9i', oaano aL) 33403, Dan
V' .
61
�q
1
4x4
2
6-2-4
I i Job IRaier pdnc f pti r-�aj)
5 100 S may2003 K '1ek fndu tie r inc,
6
--4
H
VVeld loci 15 05:59:30 2003 P2ge
6-8-12
c.2I e• �1, 4rn it
L,DI
��p r
A LL
35 _
CDL
8,0
IU
T
8COL_
8-0
7. n 7 a , i1 . 6-f I I L 4�
SPACING --
I a ti's IT, ease 1.1
t_um ger ;ricrease 1.15
Rep Stress I nr
Code 12R%f__"12000/ANS11q5
LUMBER
0.95
BC
0:97
TOP13HORD
2X4SPF2100F1.8E*E:. P *
0.0-
T
SPF 165OF
a
T +C% FA 0, R D
2 X
4 SPF i o.2 ''Except"
1
SPF 1650EWEBS
.i
2 X
4 SPJF 'td/Std
W1
2 X 4 SIT Nc.2,
W'X 4- SPF �40z
X4 = 3x4 - 5x 6 _
L
TC
0.95
BC
0:97
W13
0.94
0.0-
REACTIONS (Ib/size) 1 1 =1 JO--, 8=1 393'0-.-
IMCAX H0rZ_ ,- 0 (11 a case
Max Upiiftll " z-1 7 ,5 (load case ), =- 22.x, oad case
Max Grav 1 1 �1 897(od c
6=21 2
300ad tease
25-0-0
--1
FL m floc I/d eft LU
I
Ver[( I L. )
8 --lo
-i 0
Hor(TL)
0.0-
nJa
n/
BRACING
TOP CHORD
EBS
FORCES (Tb)— , i~ I r t Local Case Only
I-II CHORD1-11 y - I 215, 1-2=-56'412-3=-635, --. _
� _ �- - =-1968, 6-_7=26
e 0 T ICH 0 R D I �1 I:,()y -1 0=1172, -- 172, - -1748
UVEFIS
1-10=11227 2-10=-� a =-8661 -=1;, -=-.
I
PLATES
1
ll0
Weight., 118 Ib
Sheathed or 2 --,-
Rigid ceiling directly a --[)ii r .0.,
(3-0 0c bra7n.
MOP -10, -10,
Rows at 1/3 pts T
NO]FES
A 7_g8; li'moi �9flpht =25T; TD -L_ _pt
F _RCC)L�-- rpT, CategOFY 11' �lose, �J 11�,r+�� ,�Y# - ,ry I I'
^II a�+,.�iLJt1 Vl�if I a �4 �I fl4i��I UrL4�r
2)TCLL: L 'SCE- xz
r� �' ; =3-:,13 P f �r mf row): Exp C3, E 5-
E r._r L =-
.� 0 gave been considered -ir.),r thLis design.
This �a€ roof I ad OT' 3 .0 Psf an ID e aha n ri n -concurrent with otil�
�
TO
ro i adequate drainage to Pres#ef t 'mater on0i n a iveoad .
-1-his truss has been designed ror a `0.' s -r . {
rtr Ir load r -ii^, rrr %Nir any other it
7) PrOvide me%codtianical r%,onn "'
OT
ecq,,,Aon (by o1hers) of truss
Qt joint M bear[ng P12t C €)-abile of withstanding175 1b -uplift
LOADES) � ��n� r
GRIP
197/144
Job
Truss
ype
I
ROOF 4 USS
F
s o
i
STOCK COAAPONENI-S-iF N ; ,job o 3 rent oP
M 3 2003 �i l e Ind L�� � Inc,
3-2-11
5X
19
rA
4X4
-1-13
--
Wed Oct 15 05:59931 9-003 e
3X' . o :5X8
I I
3-2-1 j
Pate Offsets (XIY).* f4, - -0,Ed%,---J, [7: -1-11 r a l
.4 = 3X4 ;--
17-479
-9
8-1,110-3
4
-0
7-7-7
0 =
Sie ; 1:514
LOADING
(p fl "
3
SPACING 2-0-0
; C31 0
DFL
in 0cc)
11d T
Ud PLATES
GRIPTOLL
TCOL
8-o.
Places lrcrea�se
r- Increase 1. i o
T 0 34
SC 0.(9 8
Vert(LL)
-0.21 9-11
Q
i
4 2 7.
l 44
SCLL
0,0Rep
.,�mb
Stress ince YES
WB 0.00
Vert(11)
He T
-0.40 -11
0.08
>741
n
180
3-0
Codi 0013
1irnpj'f'd)BL
�
nia
Weight: 138 Ib
f
T3 SPF 1 O _ %TOP (--d1110RD
-1 H
ORD
WEBS 2 X 4 PF S tu d /S td `E-ept-
W1 2 X 4 SPF 165OF 1.5=1 2 2 X 4 SPIF N10,2
REAC-nONS (I b} size ) 13=125010-3-8
_r'--
_-�6lc d case )
Maxp i ift1 3-191 (1cal e ), 7=_l load case , )
Maxra 13=1 to d case ), = 11 (} d case
FORCES ib) - F;rst toadcae Crily
TOP 1-1 _� 1217, 1-2=-296, + =-334, 3-4--9437 =-9437 - =-943, 5-6=- 1827, 6-7--=-2 078F
T CHORE) 12-13=0, 11-12=844, 10-11=1342* -i 0= X42, -9=1844
WEBS
1-1 2= 1144, -1 =-21 2, x._12=`990, 3-11 =64 21 -11 =-7263 5-9= 54 7 =-393
Sheathed or 3-0-.3. oc purri n , except end verticil.
Rigid ceding directly poliecl or 110-0-0 oc braen.
1 Row t i pt2--1121-a
Rows at 1/3 �t 1-1313-12
NOTES
1) Wind: ASCE f a , h=25ft; T L=4. p f, B L� . 0f} Ctci; p; enclosed-MWFRS, ;ntrirone+umber-:)C-L;--1 .33 lai grin L=1 _ .
LL. ASCE 7-98; f-35.0 psf (roof 4ow), Exp C, s ufl E L= 45 -0 -
Unbalanced snow rcads have been n d r d nor this design.
4) This tell has 'been designed for 1..00 '�}�] lime flat roc load of 35.0 QST- 0P. overhangs non -con currnt withY other
Tr Ii [ki� 5J ,
Provide adeqtiate idrainage to r N�ent waler ponding.
6) This i.rus s ]-%.as been designed IfOr a -"1 0 - 0 psf bottom chord "Ne 1 oad
l - I nonconcurrent with per T b le 1607.1 of
7) Provide rrecharikCial connection (by others) of 'truss to bearing plate cGp2bte of w t iandin 1 Q'I 1b uplift 1 ,
t joint 7, �� 1n E uplift
LOAD k standard
I ..� Truss i ';Pe
ROOF TRUSS
I
STOCK �"'NIPO NTS -11F, 1-daho Falls ID 83403, Dan
0-6-i 1 5-11-1
4x5 11
1,5x;- H.
1
T-1
Qty
I
5.100 3 may 1 n 1-T� Industries Inc,
1h 2-6-1 -- 13
5-11-11
I�
J
r
_ L
`;fed Oct 1 :59:31 2003 0
I age I
4x -'d 0
2X'.
W,
3X4
5j
:34
5X6
--
r
-1 -
--
fn
L OCI 1 psi I --C i t I
T � I n 0 0 ) Ildef! d PLATES
G ,� increase 1.15 TC OL97�rtL-L- � ��1 �
._Q 240
II
TCS: Lumber Increase 1.1 �. V T _ 9--11
20
LL I�SO
, l �I
1r� lHo
s baht* 134 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650E 1.5E *1-- ceptx '� �' � � — ecit %_0 f end %
E30T CHORD Rigid C f1 i n ire tl applied. or 10-0-0 oc �D raring. CHORD 2Xd3PFNe.2 *Exclept* .4
J 16� +F 1. , Row at midpt 1-12a � , I , -1
E X 4 S P F StudtStd42 Rows at 11'3 Dt,5
Max ii 1 =-_91 (1oZd case ), z-- �Qe -ase
Max r 1 2=1921(load cage 3), 7=2091,53 f lo@ d cas a 3)
FORCES flb) { First Load Case r;1
TOP F ' 1-12=-18,. 1-2=0, 2-3=-33 '-6=-1 681 7=-
B T CHORD 11-1 a 14, 10-11 =: 1 41 a 0, 10 = 118 0, 7 - = 1753
FBS 3-12=-"r 114t3-11:;--723, Ezd-11 =-821, 5-9=614, 6-9=-451 a 2-12=-27
NOTES
plate rrp DOL -=1.33.
P E)L= 4. psf; Category 11- f Epp � ri to d r F interior zone.Lumber
u mber
DCL.=1.
TOLL: ASCH 7-98; Pf=35.0 p f (roc)f SI -10w), oxo F' 1l`" ,a � 45-0-0
Unbalanced snow :dads have been � ri5id fed T"Or this design.
4) This truss has been ,es -
r nod f r 1.00 times iiat rooficad of 35.0 psi on overhangs non-{orcl�er't with other
o odFro idadequate, draroato prevent Wet r pond -Ing.
This truss has been designed for a i 0.0 p a t , Orii � e 1 d r� rr # �.
IBC -00- -any c1h P ! i v I0(d per bi ; 607.1 of
7) Provide mechanical' c nn c�_ n ('Dy others f truss to beaung plate capable of wiihsta� i �1 r I r i� ..
'air 7. . fir alo-
atint 1 and 86 ,b L,1�Ift
LOAD CASES) Standard
case - 1';5,.
ej
'I () 1 4
IJoba Truiss Tru. 'T a
ROOF TRUSS
e
NI P C, N E N S F -T ;ddaho 1;�7Hsp ID 83403, Dari
--
--
JQtY ply R IG kGDj' L r. 'f it C) I 0/ ,/ OG (J D)
Job Reference cQuon:aij
1,yjTIdutri t Gn.. W Oct. 0 05-,..-9:'3j2_ 2003 age�'
18-5-0
6-4-
--
--
-0l
7-
-4-0
--
44 =
1
U4
U4 —
-- 16-4-1
25-0-0
F I.
- i - iJ
--
LUMBER SRAC1
NG
7P C"ORD 2 X 4 SPF Na -2 TOP CHORD
BOT CHCRD 2 X 4 SPF No -2 No-2BOT CHORD
WEBS 2 X 4 SPF Studs td WEBS
ACTIONS (I isiz ) 11 � 126010- - , ='413393/0-3-8
MaxHo. 11,.9 fIo d tease
Max U plif#11 �- � cad case ("-)L), =- (I cad Case 6 )
F 5 � Ib) - First d C'se Only
,T CHORD 1 -1 1=624, - ! Om114 : 8- ="11 , - =1776
2-11 , -10= 7311 4-1 =-8 2 9, 4-8=629. 5-8 �5
PLATES
M1120
' eig1ht. '1 1 Ib
hlh or 3-0-5 o �urlir , except P icals.
jgid Ceiling directly applied or 10-0-0 roc bractng.
i w at m id pt 1- -414
1 T 4-10
Rows q -z3 t 1/3 Pts -11
NOTES
1 nd } CE -98f mph; h— - 1 CDL=4. f{ B r 11; ' x e u
moer
DOL.=1.33 plate r D CCL 1+ .
TCLL: A&E, -8, f - a. 1 (roof snow'- C. L ul1 � y
3) This truss hes een designed nor 1.00 imes 1 Jat roof bad Oi 35.0 psf on overhangs non-ccincuirrenta
This truss has been designed rr�r a 10. t batto m c,crd Ii Iced noncore ur-rent wl �� other live ���� �r Table
i-607+1 o
,
Provide 71connection Jrfrr plate capcable of?Jrlblyd �� 4 1
1 joint � � and 85 J� ��C���
LOAD CASE(S) S amia rd
Sc
i e w 1:61.
GRIP
19 Til 44
.D
Plates Inreca.
T
TCC -L
&,j
Lumber Increase 1,i 5
0, a
Verlt(TL)
-0:62
-10
CSL
10
Reo Stress in r YES
° i
Harz(TL)
105
5
Elaa
ri/
E3CDL
10
Code a 0/ ' 5
i i
LUMBER SRAC1
NG
7P C"ORD 2 X 4 SPF Na -2 TOP CHORD
BOT CHCRD 2 X 4 SPF No -2 No-2BOT CHORD
WEBS 2 X 4 SPF Studs td WEBS
ACTIONS (I isiz ) 11 � 126010- - , ='413393/0-3-8
MaxHo. 11,.9 fIo d tease
Max U plif#11 �- � cad case ("-)L), =- (I cad Case 6 )
F 5 � Ib) - First d C'se Only
,T CHORD 1 -1 1=624, - ! Om114 : 8- ="11 , - =1776
2-11 , -10= 7311 4-1 =-8 2 9, 4-8=629. 5-8 �5
PLATES
M1120
' eig1ht. '1 1 Ib
hlh or 3-0-5 o �urlir , except P icals.
jgid Ceiling directly applied or 10-0-0 roc bractng.
i w at m id pt 1- -414
1 T 4-10
Rows q -z3 t 1/3 Pts -11
NOTES
1 nd } CE -98f mph; h— - 1 CDL=4. f{ B r 11; ' x e u
moer
DOL.=1.33 plate r D CCL 1+ .
TCLL: A&E, -8, f - a. 1 (roof snow'- C. L ul1 � y
3) This truss hes een designed nor 1.00 imes 1 Jat roof bad Oi 35.0 psf on overhangs non-ccincuirrenta
This truss has been designed rr�r a 10. t batto m c,crd Ii Iced noncore ur-rent wl �� other live ���� �r Table
i-607+1 o
,
Provide 71connection Jrfrr plate capcable of?Jrlblyd �� 4 1
1 joint � � and 85 J� ��C���
LOAD CASE(S) S amia rd
Sc
i e w 1:61.
GRIP
19 Til 44
! .-4 k
I Fuss
F2977 !89
I
+.LA4 ill
1
?'
Truss Type
ROOF -IFRUSS
iD 80, Dan
0-_
N
6-4-
_I t
0 -,1 tf."-1"'jE-LE. WOOD 1 D �01D
s
I Jobfremn (oofiqnai
ge 1
5,+1 May 2003 MiTel Ing �� tree . 1nr, Wed Oct 1 � 05-59:32 2003 PC
i --
L-8
-0-
-•-
-4:
-4-
'N4 3X4 44 3X4 _ 4X4
Plate Offsets (X,Y)= 1`1 0-0-2-0,E-da1
EFL I! (' ) I/et1 Lld
Vert(LL) -.0.33 9-1 1 240
`rT1 ) -41.30 -1 1 >464 180.
Horz L) 0-04 ;a n1a
LUMBER BRACING
OPCHORD ' T CHORD X � PF BOT CHJORD
W E3
H71 ' (Ibisi e) 12=11'56/0-3-8,8=1490/0-3-8
Ma
11 / - - , -1490/0- -
a Hor -1 -� (i d case 6
Max Up iI l 2=-20E3 s load case 6) -,8= -87(1o1 -2d ca
FORCES (1b), First Load Calse Only
TOIL � R 1 �1 —3266, I �-e.m , 2-3=-627,3-4=-6272 4 -5= -1317J5 -6=91]316-7=26o
TwH 11 .1 2=5.0 61 a 10-11 =1 0 1 p 9-1 0= 1 a 13 x 8-9=1257, 6-8=-8 17
PATES
N11120
Weighi: 128 lb
GRIP
-1 7/1
Sheathedor 4-0-8 oc pu dins) excem end �� erkal , _
R,,gid ceifir.gdir ]y loplie or 10-0-13 0C bracerlli t e t.
Row i midi t a -8
Rows a 12P its -1
NOTES
W1 :ASCE � _ * T L= +i T; DL74. r)sf7 Category H.: Ear ; enclosed;MWF1 iir-,tericr. zone,! um-
00L=1.4333plate grip- 00L=1. . Der
Tr, -',LL. ASCE 7-1 Pf=35,0 psf (roof now :Exp c;ti Er u.; L=
--0
This toss has begin designed For 1.00:21LImes flat roof road o7315.0 psf on. overhangs ;ion-cor-.c�rr ent with other live E
4 This truss has been c gIHC-00, 8 ar
.0 P f'00ttom cls ord a; ecaoncon urr nt with any give loads per able 1607.1 of
-o bearing plate capable of withstanding 206 ) lb upfift at �14 12 and37 1f3i�
55) Provide me%chanilcal connection (by others) of U USS 4L
at .Int r�
LOAD :E()i(and.rd
Scale= 1:61.0
I
a
SPACING
--
I►
YL!
35.0Plates
Incras
F .5
T0-94
'L
8.0
Lumberincrease
1,15
i BC
191
-.
0.0 o
Rep Stress rn ,-
YEq
aWS
0,37
I
Code 1 0j .
1 1 �
m
If
EFL I! (' ) I/et1 Lld
Vert(LL) -.0.33 9-1 1 240
`rT1 ) -41.30 -1 1 >464 180.
Horz L) 0-04 ;a n1a
LUMBER BRACING
OPCHORD ' T CHORD X � PF BOT CHJORD
W E3
H71 ' (Ibisi e) 12=11'56/0-3-8,8=1490/0-3-8
Ma
11 / - - , -1490/0- -
a Hor -1 -� (i d case 6
Max Up iI l 2=-20E3 s load case 6) -,8= -87(1o1 -2d ca
FORCES (1b), First Load Calse Only
TOIL � R 1 �1 —3266, I �-e.m , 2-3=-627,3-4=-6272 4 -5= -1317J5 -6=91]316-7=26o
TwH 11 .1 2=5.0 61 a 10-11 =1 0 1 p 9-1 0= 1 a 13 x 8-9=1257, 6-8=-8 17
PATES
N11120
Weighi: 128 lb
GRIP
-1 7/1
Sheathedor 4-0-8 oc pu dins) excem end �� erkal , _
R,,gid ceifir.gdir ]y loplie or 10-0-13 0C bracerlli t e t.
Row i midi t a -8
Rows a 12P its -1
NOTES
W1 :ASCE � _ * T L= +i T; DL74. r)sf7 Category H.: Ear ; enclosed;MWF1 iir-,tericr. zone,! um-
00L=1.4333plate grip- 00L=1. . Der
Tr, -',LL. ASCE 7-1 Pf=35,0 psf (roof now :Exp c;ti Er u.; L=
--0
This toss has begin designed For 1.00:21LImes flat roof road o7315.0 psf on. overhangs ;ion-cor-.c�rr ent with other live E
4 This truss has been c gIHC-00, 8 ar
.0 P f'00ttom cls ord a; ecaoncon urr nt with any give loads per able 1607.1 of
-o bearing plate capable of withstanding 206 ) lb upfift at �14 12 and37 1f3i�
55) Provide me%chanilcal connection (by others) of U USS 4L
at .Int r�
LOAD :E()i(and.rd
Scale= 1:61.0
I
jet)
E
977
r IrU
I
I
r P N.0I e'er f '.IP. Jr`7 e—% 4 r P
1
--o
6--1
i Type
ROOFIs
I
at
Ply DRIJ,EAGLE WOOD 1CO/7LJ(I )
Job Reference (opt n )
24 -ID -0
4X.4 —_
4
U4 =
--
-0-
-11-
4
3x4
-0-
ISOd 1,44.?
3x8 ° f
L 1,01-- 1 6 ,-e 3,.• 4 tw? } i T a + .. +� . � —%IIIP` qD � �1 - t I I� —i.. F � •.t � ' l� � I r
_
LOADING (psIII
PI2-0-0
I _
--- ITLL L ! n (
Io V fLid PLATES GRIP
240
OIL 8.0 Limber Increase 1:1,5 , . i
r LL - Stress Inc, W 180
VVB Q. --� r L f 6
h '04 Ib
LUMBER BRACING
BOT CHORD � PF os ,
��"�� X PP Staid/Std
a HO Rigid :i rg direc4d a'ppiwed r 0-0-0bracing.
W 't'-:: 0
Legit; 2 X 4 SPF Stud./Std, Right: 2 X 4 SPFStuo'lStcf
(lbI' r =13403/03- ., 6=1209/0-3-8
MaxU f9ft2=-1 roadaae ), —,.69.([c
FORCES �1b .- First L amaze only
T,,:)P CHORD 1-2=27,2-3=-15235 3-4-1290,4-5=.1290, 5y 6=-1524
SOT CH, ORD -9= 12 30 - moi 7-8=3547 a — k
WE- 9 %3_9=_367, 4-9=507, 4-75.7=-30'7
NOTES
Wind: E 7-8
rr CDL -4T #T Category 101a Exp , en ;oseV V4F jnt I )r 7 r- %Lumber
31ate moria L r; .
2) TCLI ASCII
nba-a n ed snow `cads .�c been cDnsldered for this Jesign.
This truss has be"
'1 i ? times flat roof load oT ` L5. psf on overhaIngs nor-1--If� � PI iotlr;•v
5) T�j''''—`h��i ���ttgru has bee; -t. d es Erect for a 10, 0 p sTf bottoms chord Eire load nenconcurrent with able 167.1
e • F i a ds per T �y
4 OT
s
Provide mechan -f orinecti n (by others) of truss to bear-Inginto �b1 0' i ii a � uplift � ..
.s3 �
joint '.ra 1 I�I� I��t
LOAD CASEII Standard
job
2977
A
-_�r� "a
Truss �'Ype
1 G ROOF TRESS
Idaho Falls 1 � a Dan
12-0-0
4X4--
i
4X4
OR I EAGLE �NOOC 1 0j7 CSG !I ) i
I Job fep,-e ce' �oQt na[
.IN s May 30 2003 NiiTak I nd-u tr } IfI,
12-0-0
LOAD'--
Wed 0c. 15,05+59'.3.4 ft? -003 page
`x4 11 . ,� � I 1.5X4 ; � 1 .5x4 i s . max ' I i
ifs k
24-0-I.
17
CIA
6
], [12:0-3-3, ], 10.,0- ];, I'1 . -030.1-01a 1 _ 1- 0 1 [1 �0- -0; -1-
�LOAOING (psi" w 4 i *
ild L2d PLATES GRIP
Piar'es Inr,,rease TC 0.08
197/144
T Lumber ' 0.05 ert(�' � n� � ��
B `. e Stress Fact NO
Ia t. H i z�
.L�% 0 0 13 nia ria
E3CC,L 8.0CO(fe J 0001 c . l (matrix)
e light: 110 J
LUMBER
TOP CHORD 2 X4 SPF No. i0 P H 0 R 0 Sheathed or 6-0-0 jr
S.
� iHORD 2 X 4 SPF NE30T CHiD Rigid ceiling�; � � _��_ � �,, �, ,
TH X SPF Stud/Std
& tl opfied or ,� 0 cc bracing.
REACTIONS 'Ibbs ) 1=911124-0-0, , 13= 1 x'24_0- I'90=1170/24-0-0, X10= 4- 21=204124-0-0, 22=200/24-0-03
2 r�
. 1 X03/24-. - 17-z--204124-0-05 _ ,� ,- � ,
�, r . _ 1 - r �1,24;--22012�-At-220/224---
Max �cl _-1 (io case
M2 "JD1i 1=- (Ica,d case ) e, =- (Joad_ca ), 0=-3 fJc ca c[ case , .1 A (load case 7)p = (1c2 case 7
a
f ,,- f ; _-37 di ad - ), 1 7=- (load case 81, 16-lca c -se, ,
(load case ), 14=-49(i o d case
Max Grav 1=122f IQ d ease , 13=1 22(load aLazse3)r 19=1 to d case 1), =_ 0 8 (fad case ), 21 =296(load case
22-299 (loa d 1ca ), 23=' 90 c: ease.=321 (cad = 'C se 3).,1 7=22'96 ,I a
d case 3)
1 laad case �) � � (1 oac case ), 14= I (load case
FORCES flb) b First Load Case Onfy r
WE -19;z-1381 6-20=-171, y 1=-1 � A- =,,7 , - �--1 1-241 -1 8-18=-1 71. 9-17=-17
"11-15_,
171T 12-14=-175
NOTES
COOL=1.33 mate grab �=1..
1 ir'j designed � �r inn loadsin t.h puna Of th truss. onJ - For studs e . o eid to ,moi (norma -a seta . , " '-
a tn� he -as teer, Berned 'Cra 10.0 IBC -00. L1 bottom c� crd i v load n n n curr n�t wit -h any oilier 1 v I au .� � . . J 1 0 � `.
�1 a J:
4) a i r u -IFAS CanlinuoUs Ol"LO ] GhOrd beaten g.
Gable tuc spaced cat 2.0-0 cc -
Pro ide onn *Join (may ethers) of it-L� 'n plate c2pabl � with t nd n: 1 1 u Ji L � i t 1 � I it k i
�� , l� ���� �� j�irt fJ �� ii�t � ���� � � lig �ai1� � � �� � � �� r� , � ,� ���� +��
�+�t ,lit ,.lift t ti i I rlE t
Joint 18, 4 ]b I-: lift at joint -17, Ib uplift at joint 16, 45' Ib _jpfift at joint 15 and C Ib 1_;P1fL -it Joint 14-
LOAD CASES) Standard
I I L o�
I f
~297 f .-'-
STOCK CPF;�7!
T
Truss Type
r
'
Tzz ;Lr
-11-11 . %-O-,, , JUCII cU r--dl1 , IL d,54U, Dar,
6-7--411
13 -.'2- I
` Job s afe-eFlca } - tJonal
!a lI IrWed 0c: 15 05-59-3-4 200-3P—age 1
18-7-0
-4)
1-5x4 k
14-0-
--
3x4
11
1.5 7
6-7-11
L-. n.
-7-11
Pante ,
rzo
j ,a
DL
Bfi
L1.15... f.
L 8.0 IA
SPACING
PJates
s
um br [ncrea,Ser .15
Rep Stress Ince
Code J0/ANS 195
LUBP
CHCRD 2 X,4 SPF Nc.2
TH J LD 2 X 4 SPF JPO
wl=Bs
2 X 4 S P F• u d/S td
YiEUGE_
Lard. 92 X 4 SPP7 Stud/Std
CSIs
1
0.88
C 0.55
'-A/ B 0, 73j
I
REAMIONS Ji =,�ni {{
Urfa x Hr z =2 94 (f.
Max J1 P Fr_-[ =-1 1 oa f f� �w. � `- �1 case 5)
FORCES �'Ilb) First Load Case Only
Top
0.
-'--.E;47,55-6=-547
SO'r H'D- f167
_4
1220, -� �� a = -
iD
1 -�-.
FL JT1 000) IL/ erI Ud
Vert�LL - -� �' 0 240
Hof -TL) 0.03
BRACING
--.,,.P CHORD
T 0 R f
"11 r
— jam
PLASS
110
s
Weight "127 1b
heathed or -1-1cc purlins,Qnt end 'g ar
.�iJiRrectJY applied or -4
CTS
' nd:r-
BCC
_DOL a t R � `-� �} r� fir �; f ! i�� f{�''+
ber
. T LL ASCE 7-;9 ; - r ; �.Ir1� P
O.SThis , � ;easigned (roof now): If o �. ufjY G _
%Imes flat roof road of Cle adequate rifoverhangsne- r; r 4 Provirt with oth r ; [V �
� ,n prevent @ter ponding.
T.�is truss Incas begin do ; r a 10.0t
tom chord Jive load rionconcLirrent with any Other Jiveloads 0e 160/1 t
6) ReTer~ 4o -rd er(s) for tr a st
110 trUssl r'jl n .
P! -Ovide Mechainfc@j connection yofher
� � � a 0f f ru t ari r p f t l of . #.�
�� 'ing 1 j o: ;
JPf-ft at ot'nt 7 and 1 b upli
LOAD CASEP Stand2rd
Scale = 1-_45.
GRIP
Q11
1A% I 44
n
R
0
F0 7
1 runs Type
ROOF TRUSS
..�� Er-��, a l i ,� r I �'► ,�- f�
ID 83403, man
-, T
I -Jr-8-0
--
,/ I Ply
y. I
I
I I
r
D 1 4 Cd d E G L =7_ % D 1017
Y.i G k Y L.J Y 'Y
v' ff
5.1"00 s May 30 2003 MITek Indo tr" s, Inc.
dX4
4
3x4
Wed Oct 1 '59: 3 5
age 1
_s 1
T 5X4
6
jx6 ! 10.
I.Sx4 I I -Ax4
3x8
7-4-11
14-8-0
FORCES 0b . First Load Case Only
TOP CIS ORD 1 -2 = ;-- - F 3-4=-8 =-6% 71,5-7=-1032
Nim
-4-
DEFL
ars
(loc) I/deft
LOADING
(psf) SPACING
I
2-0-0
1
T L L
35.0 P 1 t [ncrease
1' "1
7-8 754
T D L
I Lumber Inciease
M5F3
C 0 7 °
n/a
Riep Stress Incr
YES
r
L
_ Codi 1��01��11
i
IIII����
I
fk��j�� ,.5 {� '
Ih6.w�p7l 71+
LUMBER
TOP CHORD 2 X 4 SPF 1 � 1.5E "k #
ept
T2 2 X 4 SPP ic)..
H ORD 2 X 4 SPF Ifo,
WEBS
22' X 4 SPFStud/Std
WEDGE
.eft: 2 X 4
SPF to j�SLd
Ob/size) =1 /Mecham 1,
2=1343/0-3-8
Mex H = . 11ciao c )
FORCES 0b . First Load Case Only
TOP CIS ORD 1 -2 = ;-- - F 3-4=-8 =-6% 71,5-7=-1032
Nim
-4-
DEFL
ars
(loc) I/deft
Lld
N/ e rt(LL
-0,21
7-8 9 9
240
Verb' L�
-0.38
7-8 754
180
rlo L)
0.03
7 IVa
n/a
TO P " H
wErls
PLATES
110
Weight': 123 lb
h tihLd or .1-3-8 cc pu..ra�n , except Pnd vpriricalQ.
Rigid ceiFng d r * aPPf i d r 40-0-0 bracing -
1 Row at midpt -87 4_
2 Rows at 113 pts -7
NOTES
1) d:ASCE • r CCL- ,1_ p fi L=4. , C@tegory 11EXP C,
DOL=1.33 Male rid DOL -1
TOLL: ASCE 7-c - Pf= 35.0 p f (roof snow): E a 7-u I l Exr),
`rhi truss ji�.s been designed for 1.0 times .-t F ��Qf load of psf ori overhangs non_ r . l
Provide � q��cte dralra t prevent water ponding.
ra- t c r� is y
T This truss liar been designed for a 10.0 p f bottom chord Jive load noncon urr nt with an !iv I �dJ°�1 �•Y /^j1r�� �'�y 1 � .. Lr
F other i� T � i�li� per �Y#J � 4J Y ��. a mil
6) Peter to girder(s)
mr truss to toss corne ion .
) I rov 1 d e e 7 G'tir rk: i I a n 9 c-2.1 ± connection � "by o 41 I e r ) 1 L :r u ti3 d] L bearing � a L capableof wih:s+} Sing 121
uplift
at �-Clint �92'b�d rL _
Ljoint .
LOAD CASE() t ndr
,Sema = :. 4
GRIP
19frl-4
inn
LOADING
(pf)
TCL -1 1
35.0
C O L.
8,0 A
BOLL
0.'
DL
.
Ir -
TSP CH
ORID
SOT r,90RD
% iEBS
i runs z -pe _Qty F!
i
IF T1
i
63-14U�3, Dan
d
iiiiiiiiiiiiiiiiiiiiiillillillillillillilI _ �r
5.
I O S M2y30 2003 MiTek If- dustries3,
_-1
4x4
.4
24x0-
--1
n , Wed Oct -45 05,59:36 2033 Page I
1x4 =
4x4 = 9 3 7 �
SPACING -
3X4 --- 2 X4 ,,. 3x
1
--
P
.Z ->X4 11
Scale ,= 1:54-9
i01cat Increase 1.1 TC 0,39Vert,(LL) -0-15 7-9 >999 240 V111120
Lumber Increa:se !.15 -028 1807 1
` `� �:o� JL) 0.03 n/ ni
1 Stress Ince V = i B 0.
s
Code 1F 0/ NS1 !(Simplified) i Vigrpt-
� -
F 0. e t-
i 2 X 4 PF 2100F 1,8
2. X 4 SPF iso-
X 4 SPF Stud/ -d
REACTIONS (]by r 4 ) 1=1 iO, , , 6=' Mecha 1 al
,Max o 1 --1 1 oad case
MaxUcli l � load case ), —1. 0(load case 5)
F OR � (lb) - First Load CGse Only
-70P CHOP2
r _
E30T CHORE)
- � 277, 3-9=942, 7-8=942, -7
W E2-9=-32195 -A9=42 , - =-637, 4-7=-1 82, -7=994
BRACING
�ti f
11-�
7,/ E
h2� i d. or 4-0-1purlins, excapt end v ertuc- l .
Rigid ceiling directly applied or 10,6-0 -: r ng,
Trow at rig id pt - -7, 155-7
-Rows at 113 pts
NOTES I
1) Wind', ASCE 7-98; h CIDL=4. 3psf- Category m; Exp C;
D �.=1. iat grip DOL -=1.33.
r interior zone;Lumber
T LL ASCE 7-98; F-f=35.O P f V '� P t Fully E-
Provide adequate drainage to prevent water ponding,
Th is truss has been des �gn ed for a 1 O.0 p f bottom ciao rd 1 ive fad nonco current'with any other !ave !
ocads pe r Ta b le 160 7.1 of
Refer to girderr truss to trussann --ions.
8 Provide meth- c 1 connection (b hers' of tniss toea Fir o I to c aib� oT- -Nithstanding 42 1b uplift joint I, i -s
t t
JoInt S.
LOAD 1)Sto-ndard
1.1
IQ
job
Iss
F2977
niss T ype
ROOF TRUSS
{,, 1 H �---i Fk l d eho Falls, ID 83403, Dan
aty ply
DRIGGSiEAGLE WOOD 1 0
1 Job R f rrane (2p
. 00 S N1 C 2003 Mi 1 did ustrie r Inc.
-_-� - - i 3
--
- - la 4
Y,4
'-y'ld Ot 16 05-5�-.-36 2003 rage 1
5 es
U4 - 10 9 a 7
4 3x4 US
17-8-2
d.5X-d CI
LUMBER
P CHORD
BOT l-il
EBS
X ' . IAF _
X 4 SPF o..
Sial=Stud/Std *Exeoi-
L. 7(Ibisizs) =1 .'rvl ani 1, 1=12091-0-'-8
MaxHorz 1== 7 r oad case
Max Upl ft—204(1 calc as )' r.—ase�
FORCES (1b) - it Load Case Only
P CORD 1-2=-1 531 -3=-1 -4=-1 237 r -5=-
BOT CHORD
BRACING
TOP CH -ORD Sheathed or 3-9-10 oc purl ins,ce,t end vert;,
cals.
BOT C140PZ0 Rigid ceiling directly applied or -11-3 oc bracing.
SEB y Flow at mildpt A-8, 5-8. -
2 Roes a t 11 p is
NOTES
1) Wind'. ASCE 7-98;
� t =
� CI . f a rrl; � ]o 1Fnik r or zn;�
m.berL;1_ plate grit L=i..
TC I,: ASCE 7-9%.r8; Pf=35.0 p f (roof snow); F o Felly .
3) Provide adequate drainage to prevent water ponding,
This truss has been designed for a 10.0 p f bottom live soca2jonc n. urrem wi any other live loads per T abie 46 7 . o of
IS -00.
Refer to girder(s) for ; runs o truss c onri tion .
Provide mecinanical Connection (by others) of truss to b ce nn g plate of '- 'i thsta ndi n 2.04 10 uplift at joint
-Joint 1,
LOAD () Standard
calve =1:409.8
GRIP
1971144
LOADING
'pf)
SPACING2-0-0
CS1
D Er"" L
rg
in (lo '
.�J7�]�
I/`moiefl
f
L d
I PLATES
TOLL,
- 4
Plates Jncrea1�15
TC 0 - al
Ver+.LL)
�
-0.20 -10
> 999
1120
TL
.i
LI-
I
er) Stress finer YES
ViS 0-60
Hor TL)
0.03 7
ni
n/2
BCDL
.-
Code I Iti01 i L
ri
r
Weight: '1127 lb
LUMBER
P CHORD
BOT l-il
EBS
X ' . IAF _
X 4 SPF o..
Sial=Stud/Std *Exeoi-
L. 7(Ibisizs) =1 .'rvl ani 1, 1=12091-0-'-8
MaxHorz 1== 7 r oad case
Max Upl ft—204(1 calc as )' r.—ase�
FORCES (1b) - it Load Case Only
P CORD 1-2=-1 531 -3=-1 -4=-1 237 r -5=-
BOT CHORD
BRACING
TOP CH -ORD Sheathed or 3-9-10 oc purl ins,ce,t end vert;,
cals.
BOT C140PZ0 Rigid ceiling directly applied or -11-3 oc bracing.
SEB y Flow at mildpt A-8, 5-8. -
2 Roes a t 11 p is
NOTES
1) Wind'. ASCE 7-98;
� t =
� CI . f a rrl; � ]o 1Fnik r or zn;�
m.berL;1_ plate grit L=i..
TC I,: ASCE 7-9%.r8; Pf=35.0 p f (roof snow); F o Felly .
3) Provide adequate drainage to prevent water ponding,
This truss has been designed for a 10.0 p f bottom live soca2jonc n. urrem wi any other live loads per T abie 46 7 . o of
IS -00.
Refer to girder(s) for ; runs o truss c onri tion .
Provide mecinanical Connection (by others) of truss to b ce nn g plate of '- 'i thsta ndi n 2.04 10 uplift at joint
-Joint 1,
LOAD () Standard
calve =1:409.8
GRIP
1971144
Truz,
I
CSGI
I Y
re
. 2003 MiT [nd ustr[ .
24-0-0
-
F
-0-
4M
'wed Oct 1 05:159:3 �� 2003
LOADING
p
TOLL
35,0
TCDL
8.0
5La
0,0
IL
8.0
LUMBER
T
B Q T HRD
VE
ER S
qu
6
Y
Ln
T�
J
3X4
4x4 = 1
3x4 =
9--1
e
SPACING - - !C31
Plates Increase 11 TC 0.90
Limber Inc
ki .
ReD Stress Inc, N,0� B 0,67
Code IRC20001AN5195ir> fiiV
X A JI.
SPF IN0.2 -REcept#
X 4 SPF .Stud/Std *Except*
VV6 2 X 4 SPF No -2y
X4SPF Stud/Std
REAC710NS (lb/size) 7=1216)'Medhianical, 1=1216/0-3'-8
Max H orz I i (J-oad case
Max p�i� =- 1 (lca I'�,S)t 1=- 41"acd case
FORCE (1b) - F first Load Case Only
T '0 -' Y 1- =-; 538, 2- =-1230, 3..4.E-123 , -5--z-, 7 r�_ _- �,
B 0 T C H 0 R 10 = 11263, 9-111 0--a 5
f r 8-9=85; 1 8
WEBS -1 --409- t -10 508,4-8--7381 8 —2243 6-8 =1 020
5x5= 3x8=
18-3-4
9-0
--
-0
DEFL in (1cC/*l L PLATES GRIP
H(TL) 0,03'
Weight: 222 ib
BRACING
TOP CHORD 1 e@t ed or 3-4-7 oc purlins, except -and Ic.-.1 s.
I I ;d ceili , directly applied or 1 oc bradng.
WEBS 1 Row at mid t 4-
1 ow at 113 Pt. &
NOTES
1 Wind: ASIC- Y. 0mph; h= 55t ; T 0Ly�. fF E. DL=4_ r- Cate f
L=1 . plate rp D(=1 .j. P 1� rd:'F
, fn:�ln,�mr
i rija designed for wi n d 1 al:l n the 1"r of `h ti u on I t r studs exposed to
Gable End etcaE1f' Yd rrr-y�f the seon fi` "Standard
'CLL: ASCE Jr Pf =, f (roof snow);E Provide : a�[ E.
d � drainage to r vent eater nd-M .
This truss has been designed r a 10.0 osf baitomr f'J i �� rrr t other ,�a
;O�cs per j able 1607.1 of
Ail plates are 1,5x4 M1120 L!ne otherwise indicated.
7) a ie studs spaced at -0-0 oc.,
8 Refer I o it erf for Truss to trusq c ane .1 r .
Oi Mechanical
connection
''� �'+ �`y f''j �'j r � Of truss
I bearing
�y
Ii 14.rr�kf It 41 I jLM �.is�?i1 4�Li I `� k+ a i uplift
joint' 1, r e Of , � � I � r-; tit 1. 1 r� :r� J � a at
LOAD CASES) #aridrd
Job a 5
F297-17 CR I
f
i
I u_s T 'ape Q fty Ply
w
ROOF TRUSS12
'Idaho Falls,! D .33403, i0an
-18_0
-I -,
1 3-C)
I
,fob I�rErf_,nr_
r S May 13"FID 2003 MITS Industries, Inc. '*ed OCL '115 � : - 3 _} 200: Page
- -2-
3-1 11-i 1
-2-
so
S
1. 4 scale = ; 1-. 5
� i
4X4
_5x4 A i
Pate Offset F p i ' -ice -0- ,{ i
LI p;
i CLQ 35.0
Tr, -'."DL 8.0
CLL
SPACING -0-
Plates Increase
I Lumber In 1.1
Rep tie q s 1nar IN n
Dr==L in lo) lMet'1 Lard
erT(LL) -109 -5Fx >863
Vert(TL ) -6 '41-5 >502 180
PLATES
M1120
rt Ik
3CDL 8-0
P IIil.: 3 4
LUMBER BRACING
T 0 I H 0 R D 2 X 4 S p F 16 0 F 1.55 E TCP CHORD Sheathed or '_0_,) pLj, r 'lir] ._
i 11s;.1� irectly applied ter '1 0-0-0 C)trading.
SOT CHORD 2 XA SPF 11%1u,2WD'
L: 2 X 4 SPS Stud/Std
REACTIONS (1b/sizel ;38010-,--�
Hort � i 08(loaa case 5)
a [ p1i t2=- klo� case rj, - - 7 flcad case )
FORCES Ob) - f=irst Lo2__d tease Cafy
T P C H I. 12=2 7, -1> - =-
T [ORD 2-5=0
WEBS -=-374
NOBS
1 V, in : AS3crr�ph, ohi2 5ftil TCD L� . f; B C 0 L-4 -8 p fp Category Ii; Epp a an !o d -MWF RS inte for zo,I,e-,Lumber
` + , - . a � goof now); Exp F Fully �� D.
TIMS truss € r f _ I a of 35.0 O - n oe�rhan - or -con L.rr r.t wi;Lh other live l ad ,
_.
] rLl ] ri � . T [C #i C i'�}' load noncorcurre t wit1 k1 ;' 1 I ive ioa d -r-a bl e 1, 607.1
Refer to g i ri e r4 ) for Lru . :D ��� Connections.
Provide r7i al connection (by athets) OT- truss to bearing pate capable or %.mita t nding �b u cif at oint 2and 77 Ltp:-y
joint S.
LOAD rr_"f) Stardard
s pow: Dumber In r ease=l , , PI'to incre -� i _
Uniform Loads �pJf)
` art: 1-2=-86.0
T rap z-,oidal Loads spff
Vert: 2= -5.2 -to -4 =-154.3, 2=- , -to-35;--- - ,
GFZIP
r ��1 A4
t
ROOF TRUSS
E AGK O PE T -IJP, Idaho Falls, 1D 83403, 0 -an
I
15_7:
6,7-6
Qty : 'Iv
1
lDRI S1rE: A G Lhp.. %N0 X 017 rl D
Inc. ed 1 051-:39-.38 200
. �l 00 �a0Jai T � r�ustr� Oct� �e I
5x -
LUMBER
7--)P CHORD
BOT HD
',i{ � B
X 4 DF F 2.OE
X 4 SPPF o.
X 4 F td
REACTIONS 0/size) 1 1 e�I:an1 1, 2=81 10- _ "14
MaxHo to case )
Mc -ax Upf f't =- 8foad-case ), =-6 (10 d case ,5)
(I b) - First Load Case On �
-70P CHORD 12--27,. 2- 1140 T3-4=217 4-5=- 1 a 4-6=-685
130T CHORD -7=1 076, 6-7= '1 0 7
BRACING
E 0 P � aH 0 R D
BIC -11- IL�0
Sheathect or
1-4-12
pud epi,
except end verticils.
Rigid ce-11-ing
i..�
applied or
10-0-0 ocbracing.
JXq
1 - �D -
_,
r ,
LOADING
["P t"
SPACING 2-0-0
CS1 I
D-E
in
oc)
F1 *l
Lid P LATS GRID'
T tl�
increase 1.1
T 1.00 I
rt(LL)
-0.04
-7
9
n 111 197/144
T OL
8,0
Lumber incl -ease 1.15
BC 0.69
Vert(TL)
-0,1
63- 7
> 9 %909
180
L L
0.0 J
R'4S o -res + 7 1 n (fi �.f r
WS 0.96 6
1 i o ` L)
'�J° . LJ L
6
7 /
rl.e'a
�
8 OL
F
Code 1RC20 /J +• S !
a i mp lifi d)
01aj nt- '5o I
LUMBER
7--)P CHORD
BOT HD
',i{ � B
X 4 DF F 2.OE
X 4 SPPF o.
X 4 F td
REACTIONS 0/size) 1 1 e�I:an1 1, 2=81 10- _ "14
MaxHo to case )
Mc -ax Upf f't =- 8foad-case ), =-6 (10 d case ,5)
(I b) - First Load Case On �
-70P CHORD 12--27,. 2- 1140 T3-4=217 4-5=- 1 a 4-6=-685
130T CHORD -7=1 076, 6-7= '1 0 7
BRACING
E 0 P � aH 0 R D
BIC -11- IL�0
Sheathect or
1-4-12
pud epi,
except end verticils.
Rigid ce-11-ing
directly
applied or
10-0-0 ocbracing.
?GTE
r' h= ; TCDD-= . p 1, L=4. o fi; at gor / []; p ; � r! ! used ; W 1= IRS ulterior tin ;Lu tuber
UCL=1.33 uJatearia DOL= 1 -33,
T CLL. ASCD 7-98; F =36.0 psf (roof snow); Exp ; FlAy exp.
This truss has been resigned r 1. 0 tim 'Pat roof Toad of 35.0 psi on overnangsnon-Concurrent with loads.
Tai r r� i air' 10.0 f bottom chord give :cad r�or n urr nt with n other ai r .
oads Per Table 1607, of
B C -M
Refer to girder(s) for truss %lsuss onnectio l .
t � _
r -Ta lu e mecnanicaf on nectlon ty others) oT trrUSS to bea ring pl at" ca cab �e of k Nth lan rn ' lb uplift at joint 8 and 69 lb uplift at
ai nt .
LOAD CASE(S) Standard
lnCr
Unifoorin 'Loads (elf)
T ap �duai Loads (plf)
Ver -L' 2= -6.2 -to -4=-262-'.9,
4= -262 -9 -1t -o-5=-2-67(.3, 2=-0104-0-6=-4 .S
Job
Truss
l
F2977
I Fuss -type
FTRUSS
1 lk_�'L; K '...'r U M M U N �_- N i_ 15 - I IF , t d a h e r, aI'I s, i ce 8 3', 0 a n
i Ply I IDRIG G S / E * 0 1 :)) (I E.)
12
F
octinl)
age 1
5.100:5 May 0 2003 iTei I nd u; tri }Ind. Wed � '
--1
1 5x4 11 X421 = 1.21.2
5
I
Axa 4
'-' - 9-11-7
s
`U iY.f 1_- K
TOIL CHORD X PI= 0_
BOT CHORD 2 X 4 3 P F No.
W 4 SP1 �xr
I E ? i 6 8411 I hani aI, 2=583/0--r':3-14
M ex � r � 18 (load case
Max UP1ift =-+1 350(load case ), =-0 1 case
FI (`.r 1b) - First Load Case Only
"OF—CHORD 1-2=27, -. i- x ;1 , A- =- , 4- =-4
BOT CHORD ,=663, -7-663
WI3-=, -=-741
NOT.
BRACING
TOP CHGR.,D
13T CHORD
Sheathed or 6-0-0 oc purlins, except end verticals.
I[ia ceiling directly applied or I 0 -d -O oc bracing.
L = 1 .3 3 patedrip L� -1 .3 .
TCL.EE-908- Pim i;3) 7h['s truss irloas been designed for 1 -00 limes flat roof load 0'35.0 psf on overh2ngs non -concurrent with otherliVe Exp ; Full Eo.
4 This Lt u has been designed' r a 10.0 psi bottom chord I� icy n ncur-r nt with any other Fl 1 a .L 4
1 of
IB_�
5) Refer to ; rder( ) 'or truss to truss connections.
Pmvide Mechanical onnection (by others) of truss to beaning plate capable of withstanding 1 01b u lid at joint 0. and uplift
joint 2.
LOAD CASE() Standard
I now. Lum ber Imre = 1. 15, P 11a te, O + eases 1. 1
Uniform goads � 1
Ve, -rt 1-2--86,0
Trapezoidal 'cads (plf)
Vert: 2= -6 -2 -to -4_209.0,
-_ -209.0-L-=_' ,a i -.0-t0+_-39.8
'-
4-7-1
t_O I
(p f) l
SPACING
CISI
"
!
D E FL
In Oocl 1/deft Ud iP '
TCL'
35.0
Plates Increase 1.i5
TC
0.91
�(L L)
-0.02 7 > 9 9 9 240 1 1 44
L CDL
8.0
Lumber Increase 1,15
BC
0.39
Vert"TLLL)
-4.04 1 >5 7 0 1 0
BCr
LL
U
Ren Stress lnc.`
WB
'3.
Ho Q
0.01 ni/ rila i
D L
� *
.d.
k
`U iY.f 1_- K
TOIL CHORD X PI= 0_
BOT CHORD 2 X 4 3 P F No.
W 4 SP1 �xr
I E ? i 6 8411 I hani aI, 2=583/0--r':3-14
M ex � r � 18 (load case
Max UP1ift =-+1 350(load case ), =-0 1 case
FI (`.r 1b) - First Load Case Only
"OF—CHORD 1-2=27, -. i- x ;1 , A- =- , 4- =-4
BOT CHORD ,=663, -7-663
WI3-=, -=-741
NOT.
BRACING
TOP CHGR.,D
13T CHORD
Sheathed or 6-0-0 oc purlins, except end verticals.
I[ia ceiling directly applied or I 0 -d -O oc bracing.
L = 1 .3 3 patedrip L� -1 .3 .
TCL.EE-908- Pim i;3) 7h['s truss irloas been designed for 1 -00 limes flat roof load 0'35.0 psf on overh2ngs non -concurrent with otherliVe Exp ; Full Eo.
4 This Lt u has been designed' r a 10.0 psi bottom chord I� icy n ncur-r nt with any other Fl 1 a .L 4
1 of
IB_�
5) Refer to ; rder( ) 'or truss to truss connections.
Pmvide Mechanical onnection (by others) of truss to beaning plate capable of withstanding 1 01b u lid at joint 0. and uplift
joint 2.
LOAD CASE() Standard
I now. Lum ber Imre = 1. 15, P 11a te, O + eases 1. 1
Uniform goads � 1
Ve, -rt 1-2--86,0
Trapezoidal 'cads (plf)
Vert: 2= -6 -2 -to -4_209.0,
-_ -209.0-L-=_' ,a i -.0-t0+_-39.8
r ! Truss Type
1 C 1= TRUSS
I � I
I I
i 4 + 0. M Y 1 ''d t ICJ Lao iµ 1 l i I s 34 i Dar:
7-0-0
4x
0 -
4x4
4
QtY
i
PI 1 IE -\GALE W D 1 C) 10)
J LrRaference Lopto9 4a1)
5. 10 'day 30 2003 lire 1n u stries, Inc.
1 - 0 -o
7-0-0
'Al"
'" t 15 0:59:.9 2003 pogse -11
ale= 1-27
1
-- 14-0-0
-0-
7-0-0
-0-
I
te Offsets LX Y): 1'2:0 - f d g eh[6:1 -10 - dge f6- -{ - I : T - .0- `
LOADING
( f
TCI -
350
Vert(LL)
-0� 1 .0 6-8
La
0.--j
SCOL
8.0
LUMBER
BCT �H0R0
WEBS
SLIDER
SPACING
-�?
Plate.s Inc.., -ease
Lumber Increase x .1
Rep Stress 4Jnc,, Y F
Code JR02000/ANS1905
X 4 SP1- 1001F -1,
1
i
TC 0.99
rBC 0.51
WB 0-43
i
(Simplified)
`4IFIFF.
� X 4 S P S tud/S td
L ftt 2 X 4, SPF Stud]Std -1-147 Right 2 X 4 PFLLud/Std -1-14
1 (Ib size)=834/ .- - t =.834/0-5,
Max Ho �-1 load case )
Max Up102 -} (1cad 7)7 6=- Ioad case )
Max rav =110 Ioad case )a =1025 (load case
FORCES flb) ) - First Load Case 0r .1
TOP CH RD I -2=23P 2-3=-1 113, - =,l 1134-5)=-1 � 1y 5_6..x- 1
- 113, 6-7=23
BOT CHORD =941 f - = �
EBS 4-8=706
DEFL
in (J o)
I/ defy
Li
Vert(LL)
-0� 1 .0 6-8
>99Q
240.
Vert(TL)
-0.18 6-8
>932
180
H or (T L)
0.04
n1 a
n/
BRACING
TOP CHORD
BOTCHORD
PLATES
N11120
i ht: 5-2 I
Sheathed.
a i d �a l� n r Li . r 10-0-0 ac bracincf.
NOTES
SCS n =eft.=F,.; f
Category or ; ri; , d; F interior one;Lum r
1) Wind: AL 1 .33 plate
,
3.) UnbalanGed smwloads nave been c-nSyd r
Led forthis C-eicn.
4 This truss has been designed for -1.00 `ire flat roof ' ad or 35.D p f on overhang non -concurrent non -c n urrewith t ,
� Iia � a��
�e loads.
This truss h2s been designed for 2 10.0 o f bottorn Chord live load n noncurrent with ary other lige Io per —able
Bearing at joint , 8 considers parallel to r2 -[n value using ANS VTPI 1-1995 @ngle to grain, formula, Building designer
Verify capacity of b fl i 1 surface,
f Provide mechanical�? it r1 4�tFrTr tbearing�, i • r . . r.
-oint S.
e f eth tan in I uplCi� at j.0inT 2n 1 uplift at
LOALD CASE x ) Stan rd
RTP
191144
k77 ! CI
Truss Type QtYPly
ROOF TRUSS
i
L.AUMf-`L-N l 7[F Idaho r21E � IES 83401 D;a n
- -1
W
--
7-0-0
4A i
0
I
Job Ret r n ( taonall
5.100 S May
20 03MiTek Industries! Inc.
Wed Oct 15 0559:40 2003 gage 1
0-3-1
Scale - 11,251
0
3X4
3x4
1 7-0-0
e -
PIt Off -se -t ( -.
LOADING
pf
TOLL
35,0
TCDL
8.0
SLL
0.0
6COL
8.0
LUMBER
TOFF CHORD
ROT CHORD
VVEBS
T �L E
SPACING 2- -o
Plates !ncr. 1.1
Lumber Increase 1.!
Rep Stress Inr NO
Code IRC2000ANS195
2 X 4 SPF No,
X 4 SPF StudlStd
4 SPF Stud{
REACTIONS (I b iza) -=69j '-- �- 3=63911/0-5-8
e Q(I Case 0)
. 0H 1=y (lo case ,A r, W Ic ,
Max
r p%10fd f
Op CHORD -1--2=-1192,2-3:=-1
B T S I D 1- =1 �, J-4=1 037
`-4=4
TC 0,97
WB G,a
impli
A
- ar
DEF In (1o) I/deal I
PLATES GRIP
ar(! L) -0 3-4 >999 240 M1120 1 7/144
Weight: 48 ]b
BRACING
T 0 P S 0 R D Sheathed or - -4 oc ouriins.
1 -H RC. Rigid ceilingdirecitly applied or IF 0-0-0 cc braying
NOTE
1) Wind: A.` -3 -,CE -98', 90mph, h= t T L =4 , s;+ L=4 . P �', Category i t E vin C; � n - o ff WFSS int �� i
mber
DOL '.33 plate r[p DOL -1,33.
Truss
designed
�ry wind
� {� . �, p� ate+, � � r �+ �y + �y } k * � }
T1 u desi l led for 7r ind Ia L7 In �d 3.e fa- e o tlI I, L s3 only, ., �cr studs exposed 4 win (normal 4o the iface ry rvjj � 'F L
per
CLL: ASO Ez 7-98; Pf=35.0 p f (roof snow); -- p ; Fu:11y Exp.
4)r;b k i1 easnow loads rieve been considered �Or this design.
This been designed for a 1-0.0 psf Gttom chord live I cad non one err r I•
ve 'loads per Tc- b le 1607A of
11B -T
6'. Cable studs spaced at 2-01-0
at bi6t() 1 } onsider -lcr fl I ta grain value ul� I I `f- q 5 , formula. , , 5.
Verify capadty of bean'ng sumac .
Provide mechanical conpecjon �by others)f truss tob-cri n� � - � .
joint . i
g ate p bf f withstanding ith to n 4 Ib uplift at i r t 1 and 0 b u i f t
LOAD CASE(S) Standard