HomeMy WebLinkAboutTRUSS SPECS - 07-00082 - 472 Woodbridge St - New SFRStandard Truss and Supply, LLC
2355 S. Yellowstone Hwy.
St. Anthony, ID 83445
(208) 624-8787 Fax: (208) 624-8788
Pro 1 I ect- Randy Orvin - Tahoe
1 - Block No:
Modei: Lot No:
Contact: Site: Office
Name:
Phone:
Fax:
Tentative Defiven, Date -
_i� To
A Quote
Deliver To:
quotation
,- b Number-, B7020002
Pace: I
Date- 02/14/07 07-05-04
Account No- 355548314
Designer.
Salesperson: Ron Kinville
not Number, B7020002
•I V III %6A 4
Profile - Qty.- Truss Id: Span'. Truss Type: 'Top P"It.
L01-1 ROH
Height
Bob. Pit
�1) 3 -Ply 7.00
3 GI 21-08-00 COMMON 07-012-14 0 1-00-0
113 lbs. encli .2 X 4 2 X 6
ryf(1) -lily,
2 f1l
29-08-00 CAL. HIP 05�07-05 01-00-00
158 lbs. each '2X4 2-X6
f 7.00
(1) 2 -Ply
2
HI A 18-00-00 CAL. MONO 05-07-05 01-00-00
107 lbs. each
2X4 2X6
7.00
H2 29-08-00 CAL- HIP 06-09-05 01-00-00
134 tbs- e-ach
7.00
H2A 18-00-00 CAL- MONO 06-09-05 01-00-00
91 lbs. each
7.00
H3 29-08-00 CAL. HIP 07-11-05 01-00-00
144 tbs. each
H3A 18-0().0 CAL. MONO 07- 04-09
0
94 lbs. each
7.00
H4 29-08-00 CAL. Hf P 09-01-05 01-00-o
00
156 lbs. each
7.00
MA 18-00-00 CAL. MONO 08-06-09
100 lbs. each
L
4.95
2 HRI20-11-00 JACK 09-06-10.01-04-04
32 lbs. each 2 X 4
7.00
J2A -.00-00 JACK
02 02-01-05 01-00-00 00-00-07
7 lbs. each
7.00
J2B 02-00-00 JACK 03-03-05 01-00-00 02-00-07
10 IN. each
7.00
I J2C 02-00-00 JACK
04-00-07
13 lbs, eac.-h
7,00.
J2D 02-00-00 JACK 02-01-05 01-00--oo 00-00-07
7 lbs. each
7.00
J21E 02-00-00 JACK 03-03-05'01-0 - o 02-00-07
10 lbs.. each
7.00
I J2F 02-00-00 JACK 04-05-05 01 -Oo-a-o 04-00-07
13 lbs. each
7.00
JSA 02-00-07 MONO TRUSS 02-01-05 0,1-00-0o 05-11-09
15 lb-,;- ac1I
7.00
04-00-07 M ONO TRU S 03-0 3-0 X 01- 0-0 03-11-09
18 lbs, each
7.00
i8c -1 06-00-07 1 MONO TRUSS 04-05-05 01-00-00 01-11-09
22 lb�- eadi
r
............
I J8D 08-00-00 MOND TRUSS 05 -07 -0501 -00 -OC) 00-00-07
. 4
34 lbs- each I
r
db=L ' I i ; k,
MAR 2 2007 F i
W
Standard Truss and Supply, LLC To:
2355 S. Yellowstone Hwy. Ouotation
St. Anthony, ID 83445 A Quote
JA Number: B7020002
(208) 624-8787 Fax: (208) 624-8788
2
Pr Vic : Rand -v rvin - Tahoe Block No: Date 02114/07 07,- 05# + 10
Model Lot No:
C c) - ntact, S I te, Deliver To: Account No, 355548314
Name:
Phone., Salesperson. Ron in ill
Fax. Quc)tc Nwnber: B7020002
Ten.tauve Delivery Date.- P-0. Number:
ToP
Profile- Qty: Truss Id: Span, !Truss Type. p L014 ROH
Height
Bot. pit.
7.00
I J 08-00-00 MONO TRUSS 06-09-05,01-00-00 02-00-07
34 ibs- each
7.00
J8F 08-00-00 MONO TRUSS 07-11-05 01-00-00 04-00-07
37 lbs- each
7+0.0
jaki 08-00-00 MONO TRUSS D9-01 -05 01-00-00 06-00-07
40 lbs, each
7.00
j8H ()8-00-00 MONO TRUSS 09-00-07 01-00-00 05-10-15
40 lbs, each
7.00
J81 08-00-00 MONO TRUSS 07-10-07 01-00-00 0-1-10-15
37 lb�, each
7.00
5 J8J 08-00-00 MONO TRUSS 07-02-0701-00-00 02-09-04
35 lbs. encla
7.00
1 JSK 02-00-07 MONO TRUSS 02-01-05 01-00-00 05-11-
15 lbs. each
7.00
J8L 04-00-07 MONO TRUSS 03-03-05 01-00-00 03-11-09
18 lbs- each
7,00
1 J8M 06-00-07 MONO TRUSS 0.4-05-05!01-00-0() 01-11-09
22 lbs. each
7.00
Eb IJ8N 08,.00-00 MONO TRUSS 05-07-05 01-00-00 00-00-07
34 lbs. each
7.00 i
J80 08-00-00 MONO TRUSS 06-09-05.01-00-00 02-00-07
34 lbs. each
7,00
I j8p 08-00-00 MONO TRUSS 07-11-05 01-00-00 04-00-07
`7 lbs. cacti
740
J8Q 08-00-00 MONO TRUSS 09-01-05 01-00-00 06-00-07
40 lbs. each
7.00
I J8R ()8-00.()o MONO TRUSS 09-00-07 01-00-00 05-1 -1
40 lbs, each
7.00
1 i8s 08-00.,-00 MONO TRUSS 07-10-07 01-00-00 03-1045
37 lbs. each
7.00
5 S1 29-08-00 SCISSORS 09-06-14 01-00-00 01-00-00
e� 123 lbs. eacli 3,50
7.00 C 02-00-00
3 SIA 29-08-00 SPECIAL 09-06-14 01-00-00 01-00-00
132 lbs. eacli__ 3.50
7.00
4 TI 22-00-00 COMMON 07-04-01 01-00-00 01-00-00
96 lbs. each
7.00
6 TA 22-00-00 COMMON 07-04-01 01-00-00
95 lbs- each
7.00
TIGE 22-00-00 GABLE 07-04-01 01-00-00 ol-oo-oo
1] 2 lbs. each
Standard Truss and Supply, LLC
To .
2355 S. Yellowstone Hwy.
uotati*on
t. n th o n IIS 83445 Quote � - L
jOb Number:
(208) 624-8787 Fax: 624-8788
Pro ect: Randv Orvin - Tahoe Block � r Date- 02/14/07 07-05-15
Model: Lot No -
Contact: Site: f ice:To:
N
Account 1O: 35 5483 t
Deliver
erne: Designer:
s
Phone: Salesperson: Roti Kinville
Fax: Quote Number: B7020002
Tentative Deliver, Date-, P.O. Number:
r:
Profile; - Truss Id: Truss T Top Pit+ LOH ROH
Height
Bot. Pit,
..
7.00
w
I T2 21-08-00 COMMON -0-1 01-00-00 0 1=00-0
95 lbs, each
7.00
T2GE 21-08-00 GABLE 07-02-14 01-00-00 01-00-00
130 lbs_ each
7.00 ,
•
I
T3GE 11-00-00 GABLE 04-01-0 01-00-001-00-00
46 lbs. each
4 k�
r
"x'.00
T4 29-08-00 COMMON 09-0- 01-00-00
010
_.:...,. 127 lbs. each
y _•
7.00
4 T4A 18-00-00 COMMON 09-00-03
lbs. eadi
I have v rfifieri the trusses included in this quotation and arra ordering Standard Tress and Supply, LLC to fabricate thee. a
Total Truss Price. $3,758.62
shown. I understand that every truss is custom made and cannot be returned for credit or refund and that any changes made to �
this order may result in an increase in final price. Misc. Items: $0.00
SUB -TOTAL: $3,758.62
Delivery: $125.00
X
Sales Tax: 6.000% $225.52
Delivery Date quested
!_ _ Selling Price: $4,109-14
5-0-
*40
21-4-0
39-4-0
33-0-0
- 2-0-0
6-0-0
2-0-o
Fe",
■
67 1culomoN
Standard. Truss and Supply,L'°-, Rexburg. I D 83440, Ronald E. Kin ille
1
400
Pl.ate Offsets ( , )
LOADING (psf)
TOLL
35.0
TDL
10.0
ALL
0,,0
BLL
10,0
1LUMBER
.TOPCHORD
6{y7 CHARD
V'VEBS
T I
2
V
3 .1'3 1
SPACING 2-0-o
Plates lnrCfeagc 1_15
5
Lumber Increase 1.1
Flop Stress 1 n c r N
Code l E 000/ANS1
4 OF la_I Btr
IAF N o,1
4 DF Ido_ 1 &BtF *Except*
1 2 X 4 DF StuWStdl
REACTIONS (Ib/size) 11=9000M-5-8,5=9112410-5-8
Max Mort I�-15 (load ca se )
Max Uplift 1=-57 0( Coad case 5), 5 - 1 (l ad case
10-10-0
-0-
8
44 11
,a
10-10-0
i
I
TC 0.51
B C 0,97
'w3 0,64
(Matrix)
FORCES (Ib) - Maximum Cornpression/Maximum Tension
T P H,+� . RD 1- =-136431868, - =-92091624, -4-R 0 �1 7, 4- �-13630/858, 5-6=0/53
BOT {� VH 3r` LJ +.1-9m-756/11641, B -9;---756111641,
{-}L'- f 5611 1 641}, 7- �-V 1 /1 1 626E 5-7=-561111628 ��}
L
WE E3 -9!±-+r 40/4364,, 2-8=-45 4Q / , 3-8�-548/8707, -4-8`-4552/373, 4-7=-233/4352
Pty
K
` rvin - Tahoe 1620 rek
L,Jcb Refer r, tional
6.400 s Oct 9 2006 Mi
Tek Industries, Inc. Fri fear 0-634:42 2007 Page 1
-�-- _ 22-8-0
3x$
4
n
7
3oz 11 U1 0
5
1--0
Seale = 1:3-
-- - i
21-8-0
--
DE1= L
in
(Ioe)
I,7ci fl
Lid
PLATES GRIP
ert(LL)
-0..13
-9
>999
240
MT20 220,1195
Vert(TL)
=0.21
S-9
>999
1 E30
Horz(TL)
0,07
5
n/a
n/a
BRACING
TOP CHORD
BOT Did RD
e
`eight: 341 IL
Sheathed or 6-0-0 oc purlins.
Rigid calling directly appCid or 10-0-0 c bracing.
NOTES
1) -ply truss 10 be connected together w1th 10d (0,131 o"x ") nails as follows
Top chords connected as follows= 2 X 4 -- I row at 0-9.0 oc..
Bottom chords connected as folllowsy 2 X 5 - 2 rots at -4-0 o
Webs connected as follows: 2 X 4 - 1 rmv at D-9-0 DC_
All .fonds are considered equally applied to all plies, except if anted as front F) or back 13 face in the L
been provided to distribute only loads noted as F) or 8 unless otherwise Ind � � � CASE(S) pct cry. F�I� to �I connections t�a��
� � I��t�d,
Unbalanced roof live loads have been considered for this design,
4) Wind: ASCE 7-98; 0mph, h= ftj T DL= ,Opsf; B DL=6.Opsf, Category 11, Exp 8- encko d; MFRS gable end zona, cantilever left and right
Veftical left and right exposed, Lumber DOL=1.33 plate grip 1 L=1.33 Plate m tail f L=1- . t exposed , end
5) Th[s tress has been designed for a 10.6 psf bottom chord lige load nonconcurr nt with any o1h er live loads.
Ora RT7 USS' conriect rs regiornrnended tQ 00nne,�A truss to bearing walls (Jue to uplift at Jt(S) I _
7) Two RT7 USP connectors re ornmend d to connect truss tD bearing walls due to uplift at AS) 5.
8) Girder carries tie-in span(s): -4-0 from 0-0-0 to 11-8W0
LOAD CASE(`) Standard
1) regular. Lumber I ncrease= 1. 1. 5, Plate Increase=1.15
Uniform Loads Alf
Vert: 1- =- 0, 3-6=-90, 1-5=-759(F=-739)
inP
Truss
,..-
T -yp e
L37020002 F 1 $ CAL. HIP
tanciara Truss and Suppler, LLC, Rexburg, IIS 83440, Ronald E. invilla
um
1-0-0
4-1-0
4-1-o
7-7-4 8 r0 -r7
Sx1 D
5
U4 rl
❑ty Ply
1
21-7-9
--
6-9-9
_-
R
`lriin - Tahoe 1620 rek
Jo b R efere n o d o
naJ
6,400 s Oct 9 2006 MiTek Indu triesa inn. Fr1 Mar 02 06:34:43 007 Rage 1
22T-0112 -7-0
�€$ =
0-5
0-- --.
.a5x10
29-8-0
4 -1-
sine = 1, -1
13 1
__ 'l1
3x 8-x10 - Sx
3x4 --
14-10-0
-0-1
I
7-2-12
7-2-12
Plate Offsets 2;0- -O'O- -1 ill f4.0-5-0,0-1-21, r7:0 -54G.-1-2], [10,0-3-0-G-2-111, [12-0-5-0.0-4-,81
LOADING (pso
TOLL 35,0
T IAL 10.0
BOLL 0.0
BOA. 10.0
SPACING 0-0
Plates Increase 1.1.E
Lur b r fri r a a 1.1:5
Reps Stress Incr NO
Code IBC20OO/ANS195
LUMBER
TOP CHORD 2 X 4 DF NoA&Btr
BOT CHORD 2 X 6 CSF No.2
VVEES 2 X 4 DF No.1 Btr
REACTIONS (Ib/i ) 10=361 /Mecha.nical, 2=3750/OL-5-8
Max Hort 2=1 1 80oad se
Max Upliftl0=-4 (load case ), 2=4480oad case 4
1
TC 0.79
BC 0.56
W 0.14
(Matrix)
DF -FL
in
0 00
11d efl
L/d
Vert(LL)
-0.17
12
>999
240
Vert(TL)
-0.26
12
>999
1,80
N Horz(TL)
0.07
10
ria
n/a
BRACING
TOIL NO D
BOT JIRD
--0
PLATES
T20
Weight: 316 lb
Sheathed or 4-8-9 cc purlins, except
2-0-0 cc purlins (4-2-13 Max)- 4-7.
Frigid ce-Iling directly applied or 10-0-0 oc bracing -
FORCES (11b) - Maximum GOMPression/Maximum Tension
TOPCHORD 1-2=0/53, 2- =-6403/968, -4=-63481035, 4- =-4/0, 4- =-7201 /1223, -7=-` 201 /1223, 7-8=-4/0, 7- = -641311043 9-
BOT HO 2-13=-886 '5371 , 12-1 --98015591 , 11-12=- 7 /6 4 ' 1 0-1 1=-796/5506
VVEBS 3-10.=--2181516, 4-13=0/480, 4-12=-429/2019, 6.12=-1635/576. T-12=-424/1966, 7-11=0/508, 9-11= 2091441
NOTES
1) 2-p ly tru ss to be co n n eota d togeth er with 1 Od (0.1 31 44x3,,) nails as fn ll ows:
Top chords connected as follows., 2 X 4 1 roar at 0-9-0 cc.
Sotto rn chords connected as follows: 2 X 6 - 2 rows at 0--0. oc .
Webs connected as follows. 2 X 4 - 1 raw at G-9-0 ac,
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASA
been provided to distribute only io�ads noted as 14F) or (3), unless otherwise indicated. CASE(S) section. Ply to p!� connections have
Unbafanc d roof live loads have been considered for this design,
Wind: ASCE 7-98; OMph; h=2 ft; `I- DL= .Opsf: S DL= ,0psf, Category{ IC; Exp B; enclosed; MVVFRS gable end one; cantilever left and e d ht exposed,,
vertical left and right posed, Lumber COOL --1.33 plate grip COQ,=1.33 Plate metal DOL=1:33. � � rid
5) Provide adequate drainage to prevent water ponding.
6) This truss has been designed for a 10.0 psf batiom chord live load nonconcurrent with any ether .live roa=ds.
7) Defer to girders) for truss to truss connections,
Provide mechanical connection (by others) of truss to bearing date capable of withstanding 439 1b uplift at joint 10-
One RT7 LISP connectors recommended to connect truss to beaning waifs due to uplift at jt(s) 2s
10) Girder carries hip end with 7-9-0 end setback.
11) Design assume 4x2 (flat orientation) Purlins at oc spacing indicated, fastened to truss TC wl2-1-Od nails.
12 Han er(s) or other connection device(s) shall be provideduffii fent to support concentrated load(s) 727 Ib down and 296 lb up at 21-7-9. and 727 Ib down
and 296 lb up at 7-9-0 on top chord. The design/selection of such connection device(s) is the responsibility of others.
8 LOAD CASE($) Standard
1) Regular; Lumber rnerease=I.1 , Plato Increase=1.15
Uniform Loads (plo
Vert_ 1-4=-90, 4-5=-20, 4-7=-214, 7-8=-20, 7-10=-90, 2-10=-47(F=-27)
Concentrated Loads (Ike).
Vert: t: 4=-727 7=-727
GRIP
22 /1 95
29 -x? -0
4-1-0
Job
T 'a`p'e n
87020002 7HIA CAL_ MONO HIS'
Standard Truss and Supply, , LLC, Rexburg, ID 83440, Ronald E_ Kinville -s ---
2
5
Plate Offsets (X,Y), 4. -U-1- 10.0-5-0,0-4-
TDL
BELL
BCL
1(x.0
0.0
10.0
Flates Increase 1.1
Lumber Increase 1 1
Rep Stress Incr lel
Coda JOC20001AKISJ95
LUMBER
TOP CHORD 2 X 4 DE 1o.1&Btr
BOT CHORD 2 X 6 DF No-2
WEBS4 .BF No_1 Btr
REACTIONS Ob/size) 8=2300/0-5-3a 2=2089/0 -5 -
Max Horz case 4)
Max Uplift =-3 (l adl case 4), =- 7(lcad case 5)
CSI
T -30
BC 0@28
0,18
(Matrix)
�r.
5-X8 =
5
Ply
0
Irvin - Tahoe 1020 rek
2-_
Job J eferenG 9 tional
6.400 s Oct 9 2006 KrTek Industdes, Inc.
Fri Mar 02 0; 34:4 3 2 00 7 Page 1
12-8-12 1 a -a -a
4-$-5 5-3-4
1A 11
scale : 1:31
3x6 =
TE1,
10 9
6X10
7x4 k l
12-8-12 r18-0-0
DE l~ L
in
(lee)
I/d efl
L/d
Verl(LL)
-0,.03
10
>999
240
'ert(TQ
-x}.06
-10
>999
180
H rz(TL)
0.02
8
n/a
n/a
BRACING
TOP CHORD
--
PLATES
MT20
Weight: 215 Ib
GRIP
220/195
4
Sheathed Or 0-0-0 ee purlins, except crud verticals, and -0-0 0c. purlins -0-0 rita )_
4-1,
BOTCHORD Rigid ceiling directly applied of 10-0-0 Oe bracing.
JOINTS 1 Brace at Jt(s; 7
FORCE 0b) - Maximum Compression/Maximum Tension
T JX HORG 1-2=0/53, 2-3=-3332/377, 3-4=-30131476' 4-5=-4/0, 4-6=-2157/362, 6-7=-2157/362. 7-8=-2219/435
BOTCHORD -11=-384/270 , 10-11 _-384/2762, 0-10=-43812001, 8- 9 =-541107
VVES3-11=0/223, 3-10=-227/61 •1 -1=01400. 4-9=-587/167, -9=-1 1581407, 7-9--438/2680
TE
1) -ply truss to be connected together with 1 Od (0, 13 1 11 x3") nails as follows -
Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 ec.
ottc m ch Ord s connected as follows: 2 X 6 - 2 rows at 0-0-0 oc.
Webs connected as fellows - 1 raw at 0-9-0
CC-
All loads are considered equally applied to all plies, except if Noted as front (F) or back (B) face in. the LOAD CASE(S) saet[on. Ply tol connections have
been provided to distribute -only leads noted as (F) or (9), unless otherwise indicated.
�
3) Unbalanced roof live loads have been considered for this design.
rid;
p
E 7-; 90mph; h -ft: TSL-. 0ps ; B DL= .0p f; Category11; Exp E3; enclosed; WFR gable end zone, cantilever left and right exposed end
�
ve°rta l left and rCOht exposed, Lumber D0L-1.3.3 ,plate grip IDOL=1.33 Plate metal D L=1.33. �
5) Provide adequate drainage to prevent water ponding.
This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with anY Miler live loads,
7) Ono FZT7 USP connectors rer rnrn rndcd to-ronn.ect U'UZ55 CQ bearing WaIIS data W UPHT1 at jt(s) 6 and 2,
8) Girder carries hip end with 0-0-0 r ht side setback, 7-9-0 left side setback, and 7-9-0 end setback.
0 Design assumes 4x2 (flat orientation) purlins t oc spacing il`kdica#ed, fastened to truss TC W -10d Fails,
10) banger s) or other connection device(s)) shali be provided sufficient to support concentrated load(s) 727 lb down and 290 lb up at 7-9-0 on top chord. The
design/selection sof such eonneCtion: device(s) iS the responsibility of others
LOAD CASE() Standard
1) Regular: Lumber Increase=l.1 , Plate Increase= 1-1
Uniform Loads (plf)
Vert:. 1-4=-90, 4-5=-20, 4-7=-209, 2-8=-46(F=-26)
Concentrated Loads (1b)
Vert: 4=-727
9
1
Job
Truss T `ape
B7020002 H2 CAL. HIP
Standard Triss and Supply, LLC, Rexburg-, ID 83440. Ronald E. J invills
7-7-4
7_+7+] F172
3
5x$ '�\
1 -0-7
194 II
k
7- 1 14-10-0
7-7-4 7-2-12
P
4-10-
14-10-0
HW
Plete Offset
� � I�yI 'f�I {�y� +q/���+ �f�P
1e... ^tF— YF — i.f 1 Y tf'
ajF J1�j�1
, 1 �. V —
.{I ��Jy E e[J� _[jam I{�1� 1LI1'�
1 ; V P - ' 1 ]-= 1 — lJ
erk(LL)
-0.14
14
>999
' ert(TQ
,.�.
LOADING (pso
>999
SPACING
-0-0
12
I CSI
T LL 35x0
i Plates Increase
1.1,E
TC 0.67
T DL 1..0
Lumber Increase
1.15
BC 0,65
LL 0,0
hep Stress I n r-
YES
VVB 0.42
G D.L 10.0
Code IS" 000fA S[95
Wa.trlx)
LUMBER
TOE' CHORD 2 X 4 DF No.1 &Btr
BOT CHORD 2 X 4 I)F No.1 & tr
WEBS 2 X 4 DF Stud/Std
OTHERS 2 X 4 DF Studl td
R EA TION (lb/size) 12 = 16 1 1A ec I an[caJ, 2=17'4110'5-8
Max Hort 2=14 (land case
Max Up1Rft-1 =-8(lead ease 6), 2=-48(lead case 5)
city 1 —Ply
Arvin - Tahoe 1
Job Reference tional
6.400 s Oct 9 2006 MiTe
34 1�
5x..° - 9X4 11
22-0-12 29-8-0
7--12 --
DEFL
Jn
(loo)
Wdefi
erk(LL)
-0.14
14
>999
' ert(TQ
-0,26
12-13
>999
Hort (TL)
0.08
12
n/a
BRACING
TJX CHO FAD
T CHORD
JOINTS
Ud PLATES GRIP
240 MT20 220/195
180
n1a
Weight: 135 lb
Sheathed or 3-2-9 oC purlins, except
-0- purlins (-7-7 max.): -11,
rigid ceiling directly app -lied or 10-0-0 co bracing,
I Brace at J t(s) -- 5, 8
FORCES (fib) - Maximum ornpressien/Maxirnum Tension
TOPCHORD 1-2-0/48, 2- -z-2703/9, -4=-110/0, 4- --- / , 3-,i--27"7'8/60, -7--2778 60.7-8=-277$/60, -11--2778'60 9-1
E T HORD 2-15=-82/2203,14-15=-8412196,13-14=012243,12-13=C)122;5() 0_ , 1 - 1--`1 , �[ �1=12�- 42'12
WEBS 3-15=0/323, -14==203/9481 7-14=-616/185, 11-14=-2071914, 11-13;--0/329, -5=--4/26, 8-1=-3134
MOTES
1) Unbalanced reef live leads have been considered for this design.
2) f ind: ASCE 7-98; 90mph; h=2 ; T DL= ,0psf; BCDL� .0psf; Category Ca, Exp B; enclosed;. MWFRS gable end zone, cantilever- Jeft and right
vertroal left and right exposed; Lumber COO L-1.33 plate grip DOL=1,,33 ,Mate acetal DOL; -;1.33.
exposed end
Provide adequate drainage to prevent water ponding.
4) This truss has been designed for e 10.0 psf bottom chord live load nonconcurrent with any other live loads,.
Refer to 1rd er(s) for true to truss connections,
Provide rnechanrca.l connection (by others) of truss to bearing plate eapabi'e of withstandIng 8 lb e
at ulift ''
p � rr�t 12-
7) One I T7 LISP connectors recommended to eorinect truss to bearing walls due to upJift at jt(s) 2.
) Design assumes 4x2 (flat er-ientat'lon) purlins at oc spacing indicated, fastened to truss T / 2-10d nails
LOAD P� ) Standard
i
12
5x6 =
Job $ FT ype .......................
�'QtY Fly .,rirg Tal 1620 rely
87020002 I H�A CAL. MONO H I F'
Standard Truss and Supply, LLC, Rexburg, 11D 83440, Ronald E .inville
Y
I
- 7-4
1-0-0 7-7-4
t
i
10-0-7
--
1
6
1
,Job Reference p tional
6A00 s Oct 9 2006 I -[Tek Indu then, Inc. Fri far 02 06:34:45,2007 Page 1
^4
Scale = 1.;S1.
E CLL C1..0
BUL 10°,
Rep Stress I n or YES
Code IBC20OO/ANS195
LUMBI
TOP CHORD 2 X 4 OF No,1.Btr
BOT CHORD 2 X 4 OF N .1 0tr
4 CSF turd/ltd
OTHERS 2 X 4 CSF Stud/Std
I
REACTIONS (Ibls«e) 9=96810-5-8.2;--109310-5-8
M a
=96810-5- ,2=10 10- -
Ma H orz.2-166(l oad case
8
Max Uplift9=- 0([oad case ), =- load case )
4
VVT3 0.4 6 H orz (TLS 0.02 9 n/a n/a
(Matrix) V-Jeig ht- 91 Ib
BRACING
TOP CHORD Sheathed or 4-I D-10 oo pluriins, except end verticals, and -0-0 Or, PURIM 64)-
a.): ,
ss
SOT CHORD Find -coiling directly applied or 10-0-0 nc bracing -
J01 CTO I Brace at d t(s) - 8, 5,
r l F (1b - r0aximum ompress'On/Ma irnum Tension
TOP H RD 1- =0148, - =-1407/21 * - -11 /C), =_ / P 3-5=r8 /. , -7_-834/58, 7 - =-834/58, - i-903
/73
BOT H ICK 2-11=-65/1079.10-11=-67/1073,9-10=-30[46
'EBS 3-11=0'289, 3-10=-462/88, 7-10=-454/102, 10 =5111038, 4-5=_0'1
MOTES
1) Unbalanced roof five loads have been considered for this design.
2) nd: ASCE 7-98p OMph; h=25 ti T DL= .0psf; B L- _Opsfe Category 11, Exp 8, enclosed: ��� gable end zone; cantilever weft and right exposed . end
vertical [eft and right e posed, Lumber D L=11.3 plate grip DOL="i . Folate rrme�tal D L= � . , p ,
Provide adequate drainage to prevent water pond-fng
This truss has been designed for a 10.0 psf bottom chord rove load nancencurrent with any other live load
s.
One RT7 USP connectors r comnnended to connect truss to bearing wails due to uplift at jt() 9 and 2-
6) Design assumes 4x2 (fiat orientation) purlins at oc spacing indicated, fastened to truss T / -10-I nails,
LOAD CASE() Standard
Job
Truss
87020002
H3 CAL. H.1P
Standard Truss and Supply, LLC, Rexburg, ,I D 83440, Donald E. Linville
1-0-
1-0-0
0-0
7-7-4
7-7-4
12-0-7
--
I Xa 11
i
L"
61
Qty I Ply rvin - Tahoe 1620 rely
1 � 1
Job Reference qptional)
6.400 s Oct 9 2006 MiTek Industrie, Inc. Fra .hear 02 06:34:45 2007 Rage 1
14-10-0
1 -7-
35.0
-0-1.
R -
SCLL
0.0
� BC[3L
14.0
240
1x4 I.
on.
x =
15 14 13
1 x4 11 x$ = 9 x4 i,
7-7-4. ° 14-10-0
Folate O.Lets Ly). l- , Ed e
LOADING {psf}
7CLL
35.0
TCpL
10,0
SCLL
0.0
� BC[3L
14.0
-7-4 7-2-12
e, r A -.
SPACING 2-0-0
Plates increase 1.1
Lumber Increase 1.15
Rep Stress lncr YES
Code IBC20001ANS195
I'LUMBER
TOP CHORD 2 X 4 CSF o.1 Btr
SOT CHORD 2 X 4 DF No.1 &Btr
SBS 2 X 4 DE Stud/Std
OTHERS 2 X 4 DF Stud/Std
REACTION (lb/size) 12 = 16 1 811M a hanfrcal, 2 = 1741 /0- 5- 8
Max Hort 2=17 (load case 4
Max Upliftl 2=-21 Goad case 6}, 2-- 2(load case 5)
-0-12 _ 29-8-0
1-2-12
1
DEFL
in (Joc)
Vdefl
Lid
TC 0.67Vert(LL)
-0-14 14
>999
240
BC 0.65
ert(TQ
-0.26 12-13
>999
180
M 0,41
H1or (TL)
0.08 12
n/
n/a
(Matrix)
BR.f1
TOP CHORD
E30T CHORD
JG I.IT
7-7-4
PLATES
MT20
W'e1Q h(-' 144 It
Sheathed or 3-2-8 ec purlins, except
-0-0 oc purlins (-7-0 max), -11. Except'
1 Rove at nnidpt 3-5,8-11
Rigid ceiling directly applied or 10-0-0 cc bracing,
1 Brace at Jt(s): 5.
FORGES (lb) - aximum 'MPr s ion/ la imurn Tension
TOP CHORD 1-2-0148, 2-3--2701127, 3-4=--133/40, 4-6=-3/0, 3-5=-2778182, 5-7=-2778/82, 7-8=-2778/82,-11--2778/8 -10=- 1
B.0T CHORD -�1 --31/2200, 14-15;---34/2194,1',3-14-0/2242,12-13=0/2249 10-11 =-1 , 11-1 - 41 /37
SBS 3-15-0/323, -14-=176/932, 7-14=-58W 35. 11-14=- 1 81 '899, 11-13`0/329, 4-5=-116/47, -10-- 113/46
NOTES
1) Unbalanced roof lire loads have been cornsidered for th[s design.
2 mind: ASCE 7- mph; h=25#; T L- ps ; B C S= ,0psf; Category 11; Exp B- enclosed, MVVFRS gable end zone, cantilever left and right
vertical J ft and right exposed; Lumber LC L=1.33 plate grip D L=1 r Plat Imetal DOL.=1, � exposed �n�
Provide adequate drainage to prevent water ponding.
4) This truss has been d si ne-al for a 10.0 psf bottom chord live load nonconcurrent with any other live roads.
Defer to girder(s) for truss to truss connections.
Provide Mechanical connection (by others) of truss to bearing {Mate capable ofithstandin 21 Ib u lift at joint 12.
7) One 1 T7 JSP connectors recommended to connect truss to bearing wails. due to u 1%ft at _ . UP
lift
assumes 4x2 (flat orieintaUan) purlins at oo spacing indicated, fastened to truss T / 2-10d nails.
LOAD CASE(S) Standard
FIR
220/195
A
M
B7020002
Truss _ ] _-
i qty
riokk
CAL. MONO HIP
Standard Tniss and Supply, LLQ, F a ar a 10 83440, Ronald E. lei n vi lie
t ___-7-7-4-
7-7-4 7-7-4
7- 1
12-0-7
4--
a Ply
1
I P -)rvi n -Tahoe 1 620 re
�1�ference �O Lienal
6.400 s Oct -9 2006 MITek Industries, Inc. Fri Mar 02 06:34.-46 2007 Pag e
112-8-12 18-0-0
---4
IXA I
0%_
7_7-
7-7-4
LOADING (psi
SPACING 2-0-0
CSI
TOLL 35.0
Plates Increase 1.15
TC 0.96
TOOL 10.0
Lumber I ncrease 1.1BC
50
F3LL 0.0
Rep Stress I ncr YES
.
WB 0.46
-BCD . 10.0
Code I B 0001AN f 9 5
(Matrix)
.JAIJ ,1
-�� 1-8-1.2 1 -�
5-3-4
DEFL
in (Ioc)
J/defl
Ud
Vert(LL)
-0-10 1-10
>999
240
Vert(TL)
-0.1 1-10
>999
180
Hcrz(TQ
0.02
n/a
n/a
LUMBER
BRACING
TFC l--lOFD DF 1�o.1 qtr TSP �i�R�
BOT CHORD 4 DF Ido.1 &Btr
MBS 2 X 4 EBF StudJStdT CHORD
OTHERS 2 X 4 DF Stud/Std
JOINTS
REACTIONS (Ib/size) 1=97110-5-6, 8=973/0-5-8
Max Hort 1=179(load case 4)
Max Uplift'! =-1 (load case 5), 8=42(load case 4)
FORCES (lb) _ Maximum ornpression/Maximum Tension
T P CHORD 1-2=-1422/23,2-3=-136/37,3-5=-3/ , -4- 834'87,4- "834/87,6-7=-834/87 7-8'- F6
BOT HOJ_-
E B -10=01291, 2-9=-471/90, 6-9--392/91, 7-9=-69/1 03 6, 3-4=1 12/46
'LTE
MT20
Weight: 95 Jb
GRIP
2201195
Sheathed or 4-9-13 oc purlins., except end verticals, and -0-0 oc purling ( o
Max,)', -7*
Rigid ceiling directly applied OF 10-0-0 oc bracing
1 .Brace at Jt(s); 7,
COTES
1) Unbalanced roof lige loads have been considered for this design.
Wnd' E- rr�ph h.= .'eft; T DL= ,0;psf; BCDL- `0psf; CategorY II; Exp Bp enclosed; MARS gable end zone; cantilever left and right
Vertical Jeff and right exposed; Lumber [SOL=1. plate grip D L=1. 'late metal DOL=1, � t ��cp�sed end
Provide adequate drainage to prevent water podding,
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads,
One RTS' USP conrtiectors recommended to connect true to bearing walls due to uplift at jt(s) 1 and 8.
Design assumes 4x2 (flat Wentation) purlins at e spacing indicated' fastened to truss T / -10d nails.
LOAD CASE(S) Standard
—mate offsets
LOADING (W
TCLL
35.E
TCDL
10,0
BCLL
0.0
BCf7L
10,0
7-7-4
14-0-7
)nii n -Tahoe 1620 rek
Job Referenced t a
6,400 s Oct 9 2006 P,liTek lndusfules, ire , Fri AY a, 02 06.34:46 2007 Page
15-7-9
14-10-0
29-8-0
-- 7_'_A
is t7
54 5X6
7-7- 7-2-12 1
LOy1- ,Edgell [3:0-5-12,0-2-121' [15.0-5-1 -1 16.01- LES e 18:0-4-0,0-3- .
22-0-12 29-8-0
--1 7-7-4
SPACING -0-0
L/d
CSI
TEFL
in (ioc)
Plates Increase 1.15
n/a
TC 0.81
'ert(LL)
-0-15 1
Lumber Increase 1.1
B 0-62
Vertjl_�
-0.25 16-17
Rep Stress Incr YES
M 0.40
Horz(TL)
0.08 1
Code I B 0 O/ I I9
(Matrix)
LUMBER
TOFF CHORD 2 X 4 EBF Io."IBtr
BOT CHORD 2 X 4 DF No. I &Btr
'SBS 2 X 4 DF tudl td
OTHERS 2 X 4 DF Stud/Std
RFEACTIONS (Ib/size) 2--;1741/0-5-8. 115=1 1 1 Mechanical
Max Hort=00(foad case 4)
MaxUPIM =-7 ([cad case 5), 1 =- (Ioa.d case
/detl
L/d
>999
240
>999
180
n/a
n/a
BRACING
TOPCHORD Sheathed or 3-4-1 oe purlins., ex(
-0-0 oc purlins ( -4-1 rnx.)3.
-
1 Row at midpt 3-7, 1 C
BOT CHORD frigid ceiling direct[y applied or 1 �
JOINTS 1 Brace at J t(s), 7. 10
FORCES (Ib) - Ma imus lCompression/Maximum Tension
TOP IB RD 1 -2=0148.2 -3n -2647152.3-4=-11514,4, =A ' , -8=-3/0. - _-2776/17 5- --278,5/174, 7- `-2785/174 9-1 =- ,
13-15=-2776/171, 11-1 =-310, 12-14:---6!9r76. 14-1 =-11614, 15-1 6=-2686161
BOT FM D 2-19=-6712135,18-19=-6812132,17-18-012179,1&-17=012182
WEBS 3-19=0/321, 3-18=-103/901, 9-18=-679/116, 15-18-;--102/870,15-17=0/327, 6-7=-195165F 4-.5=-133/571 1 C�-1 193/64, +1 -14=-133157
�'K
C
PLATES GRIP
MT20 220/195,
DOTES
1 Unbalanced roof live loads have been considered for this design.
Wind: ASCE 7-98 90rnph; hT 5ft; T DL= .o.psf; BC Dl_= _0psf- Category 11, Exp BR e€ closed;IVIWF RS abie end zone,
ve ical left and right exposed; Lumber DCL=1, plate grip L=1, Platemetal D Ln�[ _ 3, � �, cantilever left and right exposed ; e�
Provide adequate drainage to prevent water portdirrg,
4 This truss has been designed for a 10.0 psf bottom chord live load noneoneurrent with any ether live loads,
All plates are 1x4 MT20 unless oothervvise indicated.
Refer to gird r( for truss to truss Connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 32 Ib uplift at joint 16.
8) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2.
9) Design assumes 4x (flat oriervation) purlins at au spi�icilng indicated,. Earned to truss TC w/ 2-10d rails.
LOAD CASE(S) Standard
i
LOADING ps
TCLL
35.0
TC DL
10.0
F3LL
0,13
BCDL
10.0
LUMBER
TOPCHORD
BOT HO- D
VVEBS
is
OTHERS
aype
CAL_ MONO J -I JP
40, Ronald E. i,nvi!le
SPACING -0-0
Plate's Increase 1.1
Laumber Increase 1.15
Rep Stress Incr YES
Code 1 P 000/ANS19,
DF No,1 &Btrr
4 DF o,1Bkr
DF Stu d/ td
4 CSF StudlStd
T-7-4
R T1 ON S (Ib1 ize) 11= 410- -81 1 =9 71/0-5-8
;ax Horz 1=1 (load case )
Max Uplaftl1 1140oad case 5), 1=-11(load case 5
1
TC 0.62
B C 0,49
WB 0.45
(Matrix)
Tahoe 1620
Job Reference o tlonal
6.400 s Oct 9 2006 rTek Industries, In _
DER
in
(lo
I/deft
Lid
ertLL)
-0,10
1-13
>999
240
Vert(TL)
-0.19
1-13
>999
180
Horz(TL)
0,02
11
n/a
n/a
BRACING
TOPH PID
BOTCHORD
WEDS
JOINTS
FORCES (lb) - Ma iryr um Compres ion/Ma imam Tension
T JX' HO D 1- --1423121, - ---10310, - =-1121.38! -7=-108/55, 7-9 - /C). = L-825114 , 4- =-825,114 -8---$
BOTCHORD D 1-1 =-11 /10 7,1 -1 =-11 /1090,11-1 =-26'51
WEEDS 2-13=0/291, 2-12;---354/61, 6-1.2=-372/110,10-12=-134/``1020,7-8=-151/56, 4-5==290/94
---
I'd fear 02 9(3,34'47 2007 Page 1
i
2X4 1I
Scale = ,:.
PLATES GRIP
PITO220/195
Weight 101 Ib
Sheathed or 4-9-15 oc purlins, except end verticals, and -0-0 oe PUrlinS ( -0-0
rnax,); 2T10r F_x ept-
I Flow of M-ldpt -8
Rigid id ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 10-11
1 Brace at Jt(s)- 10,
NOTES
1) Unbalanced roof lire loads have been considered for this design.
nd; ASCE 7-98; 90mph, h- 5ft; T DL=&'P .f;'CDLR6.0p f; Category al; Exp E n Fa ed; MV\(FRS gable end zone, cantilever left and right exposed
vertical left and right exposed, Lumber D L=1_ plate grip L)L=1.33 Plate metal COOL 1- . end
Provide adequate drainage to prevent water ponding.
4) This truss has been designed for a 10,0 p f bottom chord Jive load n n oncurrent with any other live loads.
One RT7 US P connectors re omr-nerded to connect tares to bearing walls dare to Uplift at AS) 11 and 1.
Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC wl -1Od nails -
LOAD CASE(S) Standard
Job Truss
T Ype t
87 02 0002 H R 1 R u r- TRUSS 2
Standard Truss and Supply, LLCM Rexburg, burg, I 83440, Ronald E. 'Inville
1-4-4
Lail H (luso
T LL
8.0
TDL
10,0
C LL
0.0
PCL
10.0
LUMRFR
TOP CHORD 2 X 4DFNo1 Btr
T11) FC HIU Sheat ed or 5-0-0 oc purlins,
T CHORD Rigid ceiling directly a�pli d r%r -i n-nT� V%. k�raei�i
0
3-11-4
SPACING 1-0-0
Plates Increase 1,15
Lumber I ncr ase 1.1
Rep Stress Incr N
Code IBC2000/ANS195
7-11-4
1
TC 0-29
BC 0.00
''E3WE3 0.00
(Matrix)
--
20-11-0
20-11-0
[TEFL
'pert( LL
Vert(TL)
HorzTL)
Ply
R.
)r vin - Tahoe 1620 re
Job Reference tiona]
6.400 s Oct 9 2006 MITek Indo trie , —Inc-
15-0-12
nc_
1 -0-1
Fri Mar 02 Q; 34:4 2007 Page 1
20-11-0
Weight: 33 lb
REACTIONS (Ibi-size) 8=1 9/Mechanic 1, =167/ -'B-B, 5=108/0-1- , 4-18C)/C)-1- ` -Z1 4/ -1-8,7=279/0-1-8
Max Hort = 147(load case
Max LJplift =_ 2 9(loadCase 5), =-1(1oad case ), 5=- 28(Ioad case 5), 4=- 50 (Jo ad case.5), 3t=-3 90oad case , 7;---7 5 load base
-10-
FORCES (1b) - MaXIMUM CompressioniMaximum Tension
TOP H RD 1-2=0130. 2-3=;-132'29, -4=-108/35, 4-5=-80123, -6-_62118_ -7=-54/46, 7-8-61131
NOTES
1) Wind, ASCE 7-98; 90rnph. h.= 5ft, T DL=6.0p f; BCDL= .0 sf, Category aIa Exp St enclosed: MWFRS gake end zone; cantilever lett and right exposed end �
D L=.Nate gnp' DOL -1.33 Plate metal D L=1, � p � rtical I fta�,d right exposed-,
Refer to girder(s) for truss to truss connections.
Provide rnechani cal connection (by ethers) of truss to baCJn plate at joint s, , 4, 3, 7.
4) Provide mechanical connection (by utters) of tags.s to bearing plate capable of withstanding 29 lb uplift at joint 8, 1 Ib uplift at joint . Ib uplift J
uplift at joint 4, 3 lb uplift at joint and 7 Jb uplift at joint 7, ! J� at �ain t � lb
Beveled plate or h i rn required to provide full bearing surface With truss chard at join-t(s) 2, 5. 4, 3. 7
LOAD CASE(S) Standard
ai
0-0-1
Lumber
Job s Trueype
-�" T
i �oty Ply R .a.�r,�in-'Tatlue i620 rely .�
EFID20002 J2A JAS
Standard Truss and SuPply, LLQ. Rexburg, [D 83440, Ronald E. linvirle �" ._ -
Job Reference tionaJJ
-400 Qct 9 2006 MiTek Industries. Inc. Fri .far 0 D634,4 2007
LOADING (psi
TELL
35.0
TDL
10,0
POLL
0.
B C L
10-0
LUMBER
TOFF CHORD
BOT CHORD
-1-0-0
-0-
1-0-0 -_0
2h4 =
-0-0 l�
N.� L
_ 0.0.7
-V -%j
Plates Increase 1.*1
Lumber Increase 1.15
Rep Stress Incr YES
Code 1BC20001ANSI95
4 LSF No.1 &Btr
LPN
DEFT.
in
(10r,)
11detl
Ud
TC 010Vert(LL)
-0-30
2
>999
240
BC 0.03
rt(TL)
0.00
-4
>999
180
0.00
,Horz(TL)
-0.00.
3
n/a
ri-l"a
Wats )
REACTIONS (Ibl ize) 2z237/0-5-8, 4=1 /0- —8F 3=150/Mechanical
Max Horz = 3(Ioad case
Max Uplift = 0oad case ), 3=-1 (load case 5
Maxrav2 37(foad case 1), 4= 9(1oad case , =60(load case 1)
FORCES (fb) - Maximum OMpres ion/Ma timu m Tension
TOPCHORD CK 1-2`0/46, 2-3=-62122
BOT CHORD -4=0/0
BRACING
T P DOBE?
BOT HO D
I
PLATES GRIP
MT r 20 220/195
Weight- 8 I.b
Sheathed or 2-G-0 oc purlins.
Rigid ceiling directly applied or 1 L-0-0 oc bracing.
SITE
1) end; ASC 7-98; 90mph; h= f#; TCDD.= .0psf; 6 DL= e p f, Category 11; Expo E3; enclosed', MWFRS gable end zone- cantilever leek and ri Jit e
ve�rti al left an right exposed; Lumber DM L=1.33 plate grip DOL=1.33 Plat metal DOL=11.33, � exposed , end
Thi'itruss has been designed for a 10.0 psf bottom chord dive Iced. rionconcurrent with any other live loads,
Refer to girder(s) for tris to tares connections.
Provide mechanical connection (by others) of truss to bearing .plate capabre ofithl tandin �1 uplift lift at pint 3
One I T7 USP connectors recommended to connect t to beari rig wall due to u di1"t at ' p �
F
LOAD Ewe ) Standard
Page
halo :; 1:8.1
i
Job
Truss
E37020002 IJ28
TMe
e�. #I
JAUK
y R
n-aaru I ru ss and 8 uppl , LLC, Rexburg, ID 8344 x, Ronal' i E, Linville
2-0-0
�r jin -Tahoe 1620 r k
LJob Refenen.cc c ,,ional _
6.400 s -Oct 9 200.6 MiTe 'ndustri o , Inc
-0-
LOADING (psi
SPACING
-0-0
TOLL
85.0
Plates Increase
1-1
TCDL
10.0
Lumber Increase
1.1
BOLL
0.0
ReP Stress lacy
YES
B C L
10.0
Code IBC2000/ANS195
n1a
LUMBER
TOR CHORD 2X 4 DE No.1&Btr
E T CHORI) 2 X 4 DF Inc -1 &Btr
2x4 _-
-o-o
-0-0
4-0-7
.--
, 1
DEFL
irl 00C
I/deti
Lid
TC 0.10r#
LLQ
-0.00
0
BC 0.0''
Vert(TL)-0.00
-5
> 999
180
0.00
H -or (TL)
-0.00 4
n1a
n/a
(Matrix)
REACTIONS CTION (lb/size) 4=9 ' lechanica[, -233/{ -5-8,5=1910-3-8,3=14210-3-8
Max Horz2=970oad case
Max Upli 4;- 0(load case 5), 2=-220oad case ), =-4 (Icad case )
Max rav4;--9(load case 1), = (lead case 1), =39(load case , 11 (load case 1)
FORCES (Ib) - Maximum ompr sien/Ma imurn Tension
TOP CH 1-2-0/46, --3;--62/18, 3-4=-37/37
BOT CHORD -5=0/0
BRACING
TOR H RDS
SOT CHORD
PLATE
MT20
Weight. 11 lb
Sheathed or -0-0 oc pr din ,
Rigid ceiling directly applied or 10-0-0 0c bracing.
NOTES
1) rid: ASCE 7-98, 90Mph: h=2 ft; T .DL=O.Op f; B DL= ,Opsf, Category ll; Exp E; enclosed; MVVFRS gable end zone; cantilever left and rig Into
vertical left and right exposedD, Lumber DOL=1. 3 plate grip L=1.3 Plate metal COOL -1.33. � ed 4 end
.) This truss has been designed for a 10,0 p f bottom chord live Iced nonconcurrent with any other live loads.
.) Refer t0girder(s) for truss to truss connections,
4) Provide mechanical connection (by Others) of truss to bearing plate capable ofwithstanding 30 Jb uplift at joint 4.
IP
One RT7 L connector recommended to conrnect tutus to bearing walls due to uplift at .
� jt(s) and .
Beveled plate or him required to provide full bearing ui-face with truss chord at joints) 3.
LOAD CASE(S) Standard
r -n mar u2 06:34:49 2007
GRIP
2201105
SGaJc = 1-4-2.
d
Joh Ts-Ype
Qty
Standard Tess and apply, LLC, Rexburg, ID 83440, Donald F_ l inville
1-0-0 2-0-o
Ply
If -vi n
Tahoe %2-0r6—k
`Job Rorerence o 0 t
6-400 lk 9 2006 MiTek Industries, Inc, Fri Mar 02 06: 4:49 2001 Page 1
1 6-0-
--7
4
TOP CHORD 2 X 4 DF No.1 &Btr t$INU
BOT CHORD 2 X 4 DF No 1 tr T JX CHORD Sheathed or -0-0 oc: purlins,
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing,
REACTIONS �Ib/size) 4=18 Iecbani al, =233/0- - F 5=1 /0- - , 3.232/0- -8
Max H orz 2 =13 load ease 5)
Max Upl+ ff4=_ (load case ),=-7500ad case 5)
tAax Grav4=18 (load case 1),. = load case 1), 5 - load ease ), .v . (l ad case 1)
FORCES (I b) - Maxirnurn C ernpress ionIMaximum Tens -Mn
TOPCH-ORD 1-2=0/46, -3=104/18, 3-4=-73f73
BOT CHORD -50!0
NOTES
8; 90mph, h= ft, T DL= , p f BCDL=`Op f; Category Its Exp B; enclosed; MARS gable end zone -cantilever
vertical left and right exposed; Lumber D L=I . , plate grip DOL=1, Plate metal �r left and right exposed ; end
This truss has been designed for a 10.0 psf bottorn chord live load rionconout`r nt with any other live loads_
.Defer to girder(s) for truss to truss cannectin5,
4) Provide mechanical corpn ctiori (by others) of truss to bea ri n g pl atea a bl a of withstanding '� ng 5 @b uplift at torFrit 4,
5) One l T7 USIA connectors recommended to connect truss to beaNng wallJs due to uplift at jt(s) 3,
Beveled plate or shim required is provide full bearing surface with truss chord at jcint() 3.
LOAD CASE(S) Standard
GRIP
2201195
pie = 1- 17.
0
I
,gip
7`rusJOD T Qt - J35�
B7020002 J2[) IJAUK
Standard Truss and SUpply, LLG, Rexburg, ID 83440, Ronald E. K-InvIlle
LOA DIN (psi
TLS.
35,0
TOOL
10.0
BOLL
0-0
BOOL
10,0
LUMBER
TOPIBRD
BOT H RD
I
SP'II
Plates
Lunnbai
iap Sty
Code IBC20OO/ANS195
1
It
Win -
I Moe 1620 rely
Job Reference ap!jonaf
_ t 9 2 0 0 6 FX 'Tek Ir dustries. Inc, Fri Mar 02 06;34.50 200
2-0-0 -0-
0 -@—g e-1
4 OF o.l Btu'
4 DF N0.1 &Btr
V V0 UIVU
(Matrix)
RE'ACTIONS Oblsi e) =23710-5-8, 4=1 9/0-3-6, 3=60/bolechaaicai
N48X Horz 2=63(load case 5)
MaxUplift -- (I d case ), =T1 (Ioa.d case
Magic ra =: 7(load case 1), 4= (load case ), 3-zW(lcad case 1)
HOfZ( I L) -0, 00 3 n/a
BRACING
Y P i!- ORD
SOT CHORD
n/
Weight. Ib
Sheathed cr -0-0 cc p udins_
Frigid ceiling directly applied of 10-0-0 0C bra ing-
I FORCES (Ib) - Maximum arnpr s ion/ aim urn Tension
TOR CHORD 1-2-0/46,2-3=-62122
BOT CHORD -4=/0
NOTES
1) Wind. ASCE 7-98,90rnph, h=2 ft; T DLA .0psf; B 1)L- s0pSf; Category 11. Exp 13; enclosed; MARS gable end zone; cantilever fe
ff vertical left and right exposed; Lumbar DOL=1,33 plate grip 1)0L=1 -3Plate metal DOL=11.3 and right p n
This truss has been designed for a 1 C),0 p f bottom c1lord live load nonconCurr-ent with any other live loads.
Refer to g irder() for tru s s to true connections.
4 Provide mechan[cal Connection (bye others) of truss to bearing plata capable of withstanding � Ib uplift at jarnl 3..
One RT7 -USP connectors recommended to connect truss to bearing walls due to uplift at jt() 2.
LOAD CASE(S) Standard
A
JobTrussTT
-
-pe
B7020002 WJE � ,.J u r -k
I
Iandard TFUSs and SUPPly, LLC, Rexburg, ID 83440; Ronald
9
a
0-
-0-
Qty
I PJY I )FVin - Tahoe 1620 rck
I Job Reference ptioniall _
. $ Mr Industries inc. r-ri' Mar 0 �� '34'.50 2007 Pagel
-0-7
4
I
2X4
LOADING (ps�
TOLL
35.0
YDL
10,0
D LL
0.0
BDL
10.0
SPACING -G-0
Plates Increase 1,1
Lumber Increase 1A5
Rep Stress Incr YES
Code IBC20OO AN 1 5
LUMBER
TOFF CHORD 2 X 4 DF No,i &Btr
B T CHORD 2 X 4 DF No.1 Btr
1
TC 0,10
BC 0.03
0.00
(Matrix)
4- TO -7
-t)-U
i �-
DEFL in
Vert (LL) -0.00
er f(TL) -0.00
Jho (TL) -0-00
REACTIONS TI I i e 4=92/Mechanical', =233/0-5-8, 5=1910- -8, 3=142/0- -8
Max Rorz = 7(lead case 5)
Max L PIift4=- -0(Ioad case ), =- (lca case 5), 3= load case 5)
Max Grav4= (load case 1), =233 load case 1), 5_
(Ioad case )i=142(Io:ad cue 1
FORCES (lb) -- Ma imurn ompress[on/Maximurn Tension
TOP CHORD 1-2=0146,2-3_-62/18,3-4-37/37
E30T CHORD -5=0/
BRACING
TOFF HO D
BOTCHORD
I
(10c)
i/deft
L/d
>999
240
2-5
>999
180
4
n/a
n a
PLATES
MT20
Weig ht- 11 Ih
Sheathed or -0-0 oc pur[ n ,
Rigid ceiling directly applied er 10-0-0 oc bracing.
TE
1) nd: ASCE 7- 8, 0 phF h= 5 ; T DL= . sf° B DL- . sf: atege 11. Exp 13- erg losed, 1' WFP able erid zone; cantilever '� � �aCever ieft and right exposed ; end
vertical left and right exposed; Lumber DOL=1,33 plate .snip DOL=1,33 Plate metal DSL -131
This truss has been designed for a 10.0 psf bottom ch-ard live load nroncorlcur rent with any ogler live Goads.
Refer to girder(s) for truss to truss cen.n r -ti on -
4) Provide mechani=cal connection (by ethers) of truss to bearing Plate capable ofith t
One RT7 USP connector recommended to connect truss to bearing all �nc�lb uplift 3. �# joint �.
Beveled plate or him required t. provide full bearing su � �+�e t uplift �t ����� end
rf oe with truss chord at joint() 3,
B
LOAD CASE(S) Standard
GRIP
220/195
LOADING (psi
TLt_
35.0
TDL
10,0
8 LL
0,0
BDL
10,0
LUMBER
TOP HOOD
BOT HE-
i
2x4 -
'-0-
RM
P'I -0-0 CS1
Plates Increase 1.15 TC 0.30
Lumber Increase 1.1BC 0,03
Rep Stress I n c r YES WS 0.00
4 IAF No, JI &Dtr
2 X 4 DFNo.1 Btr
RLACTIONS (Jblsize) =18 1 leohanloal, 2=233/0-5-80 5s11 9/0-3-8, 3-232/0-3-8
M 3Hort 2 =1 (load case )
Maxplift4=- (fced case ), =-7 (load case
Max rav4=1 (load case 1), = (load case 1), = (load case ),. = (load case 1
FORCES Ob) - Maximum um ompr este lMa imam Tension
T P H RCT 1-2=0/46,2-3--z-104/18,3-4=-73/73
DOT CHORD -5=0/0
--7
HM
DEFL
in 000
I/defl
Ud
Vert(LL)
-0,00 2
>999
240
' rt(TQ
-0.00 -5
>
1 ao
Ho°rz(7L)
-0,00 4
n/a
n/a
BRACING
TCP CHORD
BOT H l C)
PLATES
1T0
n . Fri Mar 02 06,34:50 2007 Page 1
'I elghL 14 lb
Sheathed or -0-0 oe purlins -
Rigid ceiling d'FeCtly appl-led Or 10-0-0 oc bracing
NOTES
1) Wind- ASCE 7-98; 0 ph; h= f# T C L=6 0p f; B DL= , psf; Category H- Exp B; enclosed;I ahe an
Verticai . left and right exposed; Lumber DOL=1. plate grip DOL=1.33 Plato metal DOL=1.33, g d zone- �ar�til� er left and right exposed ;orad
This truss has been designed for a 10.0 p f bottom chord live lead nonc nou,rrant with anY atter live loads.
1 ) defer to girder(s) for truss to trussconnect-tons.
de e-hanioal connection (by others) of truss to bearing plate capable of withstanding lb a IM at joint 4.m o
ria RT7 LISP can neotor re ommended to ronPect truss to bear#ng wa I Is d Ue to uplift at it (s) .
Be Vel ed pI ate or shi m req a iced to p roved a fu I I tea ri n g S u dace w-Ith tru s s c h or
LOAD CASE(S) Standard
2201195
P
Scale � 1:17
J00 ITruss
B7020002 -1J8A
"Ype b _
rMONO TRUSS
iStandard Truss and Supply, LLC, Rexburg, ICS 83440, Runaild E, KOA1�
700 F12
ZX4 =
-7
2-0-7
—s-
-0'—
I
7�t T,Plyr Iri- ie- —k-
1_
1
- - - -o .fob Reference (optional)
6.400 s Oct 9 2006 MiTek Industries. Inc,
5-11-9
5-11-9
LOADING (pso SPACI NG 2-0-0
CS1
DEFL_
TLL 35.0 Plates Increase 1-15
TD�L� �10,0
T
in
Vert(LL) -0-1
loe �
-4
J/defy Lid PLATES
> 8 2140 SIT
Lumber Jr�ci~eae 1.."f
13 LL 0.0 Rep Stress I ner YES
� ,�
Vefl jl- -
-
°180 �
ECRL 10,0 Code IiB001JII
0_ 00
(Matrix) '
Weight, 16 Ib
LUMBER
TOP CHORD 2 X 4 DF NoAPtr
BRACING
BT CHORD 2 X 4 DF 1o.1 qtr
TOP 1� D
Sheathed or -0-7 oe purrrn- _
BOTCHORD
Rigid
ceiling dire t[y applied or 10-0-0 oc bracing,
REACTIONS (lb/size) = JMerhanx 1, 2=315/0-5-8. 4=77/Mhanical
Max Hort 2 =61(Jo d Gale )
Max Uplaft =-1 0(load case 4), --18(load case )
i
Max G rav 3= load case 1), 2=3 1 (1oad case 1), 4-154(Ioad cash' )
FORCES (Ib) -Maximum OMPFesSiOnlMa iE- um Tension
TOP CHORD 1- =0/48, 2-3=-69/8
BOT CHORD -4=0[0
NOTES
1) VAnd: ASCE 7-98, 90mph; b= 5 F T DL= .Opsf; BCD =6.0p.sf; Category Il; Exp B; �enrlosed; MARS Bible end zone- cantilever
VertiCal left and right exposed; Lumber DOL=1. plate grip DOL -1.33 Plate metal DOL=1.33, legit and n�ht exposed -. end
This truss has been designed for a 10.0 p f bottom chord live load nonconcurrent with any other live loads,
Refer to girder(s) for truss to truss connections.
Provide mechanical connection (by other) Of truss to bearing plate capable of withstanding10 lb uplift p Ifs t J-oInt 3.
One J T7 LJSP connectors recommended to connect truss to beaming walls due to uplift at it(s) 2,
LCA E() Standard
Fri Mer 02 06:34:51 2007 Page 1
GRIP
220/195
jot) -VSs
B7020002 I
1
MUNO TRUSS
ta.f»arc i russ anti 6upply, LLC; F ex6urg, 0 83440' Ro_naj E. t:ir� i�Ce
t}� Fly Irvin -Tahoe 1620 red`
1
_ Job Refefenee optional
.400 s Oct 9 2006 MiTek Industries, Inc_ Fra 'Mar02 06'34-51 2007 Fiage �
L0_0 4--
-0-7
3-11-9
LOADING (psi
TOLL 35.0
TCDL 10.1)
eLL 0'.0
B DL 10.0
2X4 =
SPACING -0-0
Plates Increase 1.15
Lumber Increase 1,1
Rep Stress Ener YES
Code IBC20MANS1
SAWA
4-0-7
1
TC aig
8C 0.4.E
0.00
( Matrl )
LUMBER
TOPCHORD 4 DF No,1 Btr
SOT CHORD 2 X 4 DF No.1 &Bfr
REACTION'S (lb/size) =14 �1`0 Chani a.l, 2=380/0- 5-8, 4=771M e hanicel
MaxHors = 7(load case 5)
Max UPIM =-4 load {case ) = 1 (fend case 5
Max rav =144(1ced case 1), = (lead case 1), 4=154(load case
FORCES (Ih) - Maximurri Compression/maximum Tension
TOP CHORD 1-2:;0/48,2-3=-99/59
BOT CHORD -4-0/0
D -EFL
i!1
(I0c)
Ildefl
Vert(LL)
-0.16
-4
>562
Vert(TL)
-0.33
-4
>281
Horz(TL)
-0.00
3
n/a
13tH
TOPCHORD
E30T CHORD
-0-U
L PLATES GRIP
240 I MT20 2201195
n/a
a
Weight: 19 Ib
Sheathed or 4-0-7 0C purlins,
Rigid ceiling directly applied or 10-0-0 oc bracing,
NOTES
1) Wind; ASCE 7-98F 90mpb h=2 ft; T DL= .0psf, B Le6.0psf; Category 11! Exp 13F enclosed; MWFRS gable end zone: ca.ntireve
vertical left and right exposed- Lumber D L=1 _ pate grip DOL=1.33 Folate metal DOL -1.33-
r left end right, expo� ; e��
This truss has been designed for e 10.0 p f batte=n chord I-1ve load nonconcurre.nt with any ether lige loads _
Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (by ethers) of truss to bearing plate capable of(
th tandin 48 1b uplift at Joint
5) One RT7 USP connecters reccrnrn nded to connect truss to hearing walls due to uplifl at jt(s) °
LOAD CASE(S) Standard
fob Truss
87020002 ,8c,
Type Oty Ply rvi Tahoe 1620 rely
1`vi�.jl4TRUSS1 1 �
Standard Truss and uppC , .i LO, Rexburg, ID 83440, Ronald E
LOADING (psi
TOLL
35.0
TCDL
10.0
BOLL
0.0
BEL
10.0
LUBE
TOP H 1 D
BOT CHORD
1
-1 -0-
Imii e
-0-7
tub I eference� o tfonal _
6,400 s Oct 9 2006 IMiTek Industries, Inc;. Fri Mar 02 0634-51 2007 R
age -1r
3
-0-0
41 =
PAS I hl -0-0 1 -
Plates Increase 1.1 TC 0-53
Lumber Increase 1-15 I BC 0,45
Jeep Stress in rr YES VVB 0,00
Code I S 0 O/ N 1 W atr[x)
J E TI (Ibl izc) 3=241/Mechanfoal, =' 63/0-5-8, 4=77/Mcchan[caf
Max Horz 2= 1 33(load case )
Max LJpfft3=- 0(load case 5), 2=-21 (load case )
Max G ra - 241(10ad Case 1), 2=4 (Icad ease 1). 4= 1 4(load case )
FORCES (fib) - Maximum ompr scion%Maximurn Tcnaion
T JX' WORD 1-2=0148,2-3=-1411100
POT CHORD y4z-..C)/Q
EFL
in
(10C)
I/d t7
Lid
Vert(LL)
-0-16
-4
> 562
240
Vert(TL)
-0.33
-4
>1
180
Ho (TL)
- , oo
3
n/a
n1a
BRACJ N
TOIL CHORE)
BOTCHORD
PLATES GRIP
MT20 mi
Weight, lb
Sheathed or -0-0 oc puflin ,
Rigid ceiling directly applied or 10-0-0 cc bracin,
NOTES
1Wind: ASCE 7-98; 0 h; ,h- 5ft; T C L- _0p f; B C L= .0p f; Category Jl; F - B; enclosed, MWF able end raftr�d right -
�'zone: c�r�tile��r left �r�d right exposed F en
exposed 1 -umber L� � .3 plate grip D L-1.33 Plate -metal DOL=`1, .
This truss has been- designed fora 10.0 p f bottom chord live load nonconeurrent with any other ifvo loads,
Refer to girder(s) for true to truss connections.
4) Provide mechanical connection (by others) of truss to bearing plate capable ofithstandin 80 1b
� uplift at, joint 3,
One RT7 USP connectors recommended to connect truss to bearing `galls due to uplift at jt(s) Z
LOAD CASE(S) Standard
4
ale 1,17.#
i
9
Job
B702000
taneara truss and Supply,LLQ Rexburg., ID 83440,
TrussType
LOADING (p
TOLL
35.0
T D L
1 Q. 0
ELL
0.0
S IDL
10.0
LUBBER
TOP CHORD
ESOT H J D
SBS
7rP Arvin - Tahoe 1620 rek _
i 1 ,
�Job ference ti o.)al .
. s pct MiTek Industries 'rc. Fri Isar 02 34,52 00 7 P-8 1
1-0-0
4
t
2X4
■
W W,
AIM -0-
i
CBI
i
Plates Increase 1.1
1
T 0.
DEFL
ert�LL�
in Occ)
19-
videfl
d
Lumber Increase 1-1
13 0.53
k
-� -
479
240
StressIncr �E
'0.�
I
ertj-)
-0.35 -
>261
180
Cade IBOO/19
--.
I
0�T�
�.�� 4
n/a
ra(Matrix)
4 CSF No.1 Btr
4 UF No. 1 Btr
X 6 DF No -
BRACING
TJX CHORD
BOT CHORD
10 %.r -I
0-3-8
0`0 -7
FOLATES GRIP
M, T20220/195
Weight, 34 fb
Sheathed or -0-0 ec purlins-
Rigid
urlins.igd ceiling directly applied or 10-0®() cc bracing.
REACTIONS (Ib/size) 4 -248/ lechanical, 2=55310-5-8, 5-656/Mechanical
Max Harz =1 6900ad case )
MaxUpJi 4= - 48(lead case 1,, =- 0(lead case ), --3040 gad case
Maxrav4w 5t (load case ), =5 (Jo -ad case 1), 5=656(load
FORCES (Ib) - Ma imtjm CornpressionJIVlaximum Tension
TOP CHC)RD 1-2=0148, 2.3=-133/172, 3-4=11144/126
BOT CHORD 2-6-0/0. 5-6;--0/0
WEBS 3-6;---616/372
NOTES
.11) Wind, ASCE 7-98,0 ph, h= ft; T i L= .O .
p�1=, BL�-��sf, et�� Ilw �p �, +�r�c.Coe�'; ll'�1 able end :�or�e; cantilever Deft and ri
vertical left and right exposed; Lumber � L=1.33 plate grip COOL=1.33 Plate metal DOL --1 _ �J�t exposed ; endThis truss has been �de i rred for a i0.0 psf betto�m chord live load nonconcurrent with any other
Refer toirder( for truss to truss conneetrons. lase loads.
Provide mechanical connection (by others) of truss to bearing Plate capable of withstarrdrnn 243 lb
5) One RT7 USP connectors recom ended to connect truss to bearing wall due to uplift at � uplift at joint and�� I� uplift �t ��irit _
LOAD GASES) Standard
L_
Sca9e = 1-23.
Job
i. Trust �.,.. _
,ape
B7020002 WBE
tandarc
i russ ana upply. L'� C. Rexburg. ID 83440: enal(J E, J it
1-0-0
ty -FF1y Orvin - Tahoe
i Jeb Ref renceWiona� ,
6.400 s Oct 9 2006 MITek IndusMes, Inc. Fri liar D2 66'34 6 X007 Pa e 1
r
10-0-
T
LOADING (p
TL:L 35.0
TCDL I0,0
2x4 . Jr
m d s
-- -1 0--7
lm _ U—(J
Plates l ncrease 1.1
15
LHrnhpr noft 1.�
�CLL 0.0 ��� tragi 1 r�cr �
GCDL Code ISC 00 /AN15
LUMBER
TOP CHORD
SOTCHORD
ORD
WEBS
4 DF No.I Etr
4 DJ= o, I &Btr
4 DF NoA&Btr
Cl
TC 0.73
BC 0.35
m 0-1
atria)
2-0-7
°EFL in (10c) Ildefl Ud PLATES GRIP
Ver-k(LL) -10-07 -6 >999 240 MT20 0i' l 95
Verlff l-) -0.14 2-6 >642 180
Horz(TL) -0,0o 3 Wa n/a
-- eight-, %?4 lb
BRACING
TOP CHORD
BOT CHORD
-Sheathed c -o-o 0c purlins,
Rigid ceiling directly applied or 10-0-0 0C bracing.
I
REACTIONS (VSize) 4= 87/Mec apical. =455.0- "8, �- C)1/Mechan[eal, =1074/0- -8
M ax Igor _.5(Iod ease )
Max LJ,P1ift4=-8,7(1vad ease 1), =- 0 (load case
Max rav4=. load case 5), =4 load Case I)r -107 (load case 1
FORCES (1b) - Pvlax[m m Cer'rrpres ion/l [axi rur-r-7 Tension
TOP CHORD 1- =0�4 r - =-160/1 , -4=-149/13
BOT CHORD -=010, -6=0/0
VVEBS
ma�yy,
NOTES
1 ) Wind., ASCE 7-98; 0mph; h=eft TCDL=.0psf; BCDL=.Opsf Category 11 Exp B• enclosed,
verticil left and right exposed; Lurnber' D L=1.33 plate grip IDOL =1.3 Pilau tal MWFIRS gable end er��a until �r�r left and ri�l�t � p� a� ; ���
This truss has been designed for a 10.0 Psf bottom chord irve Jead nOncon urrent with any other
Defer to girder(s) for truss to true conne tions, °� lire leads.
Provide mechanical conr3ectien (by ether) of true to bear[ng platy capable of withstanding �st���irr�
Beveled plate or shim required to provide full bearing .surface with truss chord It � g �7 I� ��l�ft �t ����# 4 �d � ]b uplift �t joint .
6) Gap between inside of te,� chord bearing and first diagonal or vertical ',teeb oer�t�s� ,
s�r��l nit ec��d 0.500fn.
jY LOAD CASE(S) Standard
i
re = 1: 25.
Job .. � Tris � .
lype
aty
70000 JIR
1
Standard Tcuss and pP]Y, LLC, i e Kirg, ICS 8 440, RonaId E. in ille
_� T
f Job Reference (optional)
6.4x40 s c 9 200 6 Vt i T e k f 'i..r—sI r , —In E 1=ri ar O 2 06, 34` 2 2007 F'
1-0_
LOADING (pso
T L.L 35.0
TDL 10,0
TOIL H RD
BOT H f D
SBS
CMA rVIIK`
4 DF No.1 &'B Lr
X 4 LSF NM&Btr
DF No 1 Str
we
_= = 7: = ___ = � __= & 0=---- P_ -
CSj
TC 0.72
BC 0.35
VVB 0.10
(Matrix)
REACTIONS (Ib/size) 4= 4Mechani al, 2=456/0-5-8, , 5301/Mechanical. 3;1072
hoax I -I rz = 41(load' case 5) . o
Max UP] ift4=- `t 0oad Case ). 5=-6o 2 (1oad case )
PONCES (Ib� - llax[x um Compression/ a imurn Tension
TOP CHORD 111-2=0/48` 2-3=-202/197,:3-4--149128
BOT CHORD -6=0/0, - =olo
VVEBS-6=05
DEFL
Vert(LL)
Vert(TL)
Hor-z(TL)
E3RACING
TOP HOR D
LOOT HOF
Sheathed or -0-0 OC pu riRn .
Rigid ceiling directly applied or 10-0-0 oC bracing..
NOTES
1) �r�d. ASCE 7-; 0r�,pl�; h=eft.; TDL=.Opf� BGDLT.0,pf; Category f1a E�• enclosed-
vertical left and right exposed, Lumber DOL=1.33 plate -grip DOL=1. Plat � �, '� gable end zone, c�r�til��er left ��� right +� p� ed end
) This truss has been designed for a 10,0 pf l�ettorr� chord Jer,� 10 -ad r�r�c metal �L=� .,
er�c�rrrent with any other Fire foad8,
Fifer to girders) for trNuss to truss connections
,°
4) Provide mechanical connection (by other) of truss to bearFnglate capable � p of withstanding 31 Pd uplift at joint 4 and'60,2 !b uPf.ift at joint 5.
5) Beveled plate or shim required to provide full bearing Surface with truss chord at o°
'
3.
6 Gap between inside of trip chord bearing and first diagonal or ver`tica[ we � rnt���.
k� s��di not exceed 00ir-k_
L,AD9 CASE(S) Standard
Job
Truss
Type
B7020002 J8G N�.,O TRUSS
Standard Truss and Supply, LLC, Rexburg, rD 83440, Ronald E_ Kinville
LOADING (psO
1--0
• a si
Pfd
Crvin - Tahoe 1620 -r
ek
,Jnb Ref
.4 0 0 s Oct 9 20,06 We W I —nd Li s'
Inc. Fri MaF 02 06.34.53 200 Page 1
4-0-0
1. -0-7
2-0-7 A
ii
Ll MUL
TOP CHORD 2 X 4 DP No,1 &Btr
BOT CHORD 2 X 4 DF No,1 &Btr
' SUS 2 X 4 DF 1 o.I Dtr
REACTIONS (lbfsize) 6=92 -/Mechanical. 2=45610-5-8, 7=-301/Mechanical, 3=1071/0-3- , 5= 183/()-3-8
MaHorz 2=277(lead case 5
Max Uplift =- D(lead ease 5), 7=- 02(load case 2)F =-6 (f ad case
FORCES (lb) - Maximum Compression/Maximum Tension
TPCHO[1 1- =0/4 ,2-3=-2 4/19X3-4=-148lOo - =-8
6 27, 56=-37 37
BOT CHORD .2-8=0/0, 7-870/0
VVEB 3-8=0)795
Weight.- 40lb
E3RACING
TOP CHORD Sheathed Or -0-0 oc purlins_
E3T CHORD Frigid ceil-ing directly applied Of 10-0-0 oc bracing
NOTES
�
1) Wind. ,SCE 7-98; 0mph; hy2 �; T DL= .C)psf; BC0L;- -0psf; Category 11; Exp nefo ed; F S gable le end Zone, cantilever Rift and right exposed : endvertical left and right exposed; Lumber DOL=1.33 plate grip 00L=1.33 Plate afetal DOL=1. ,
This truss has been. designed for a 10,0 psf bottom chord live Boal noncan -current with any ether live loads.
Refer to girders) for truss to truss connections.
� plate apple �f rt�st�r��ar� 0 Ib uplift .�t or�t and 02
� r��� � r-�t1n���l nfl�tl�n � �t�el� of ��� t� ���.rr� Nb �� i�
One I T7 USIA connector rec-ommended to connect truss to bear -in galls dire to u i � Uplin �t ��int 7,
� pl ft at lt��� 5,
). Beveled plate or shim required to provide fall bearing surface with truss chord at joint() 3, 5,
7) Gap between inside of top chord bearing and first diagonal or vertical web dell not exceed 0_500in.
LOAD CASE(S) Standard
o �"
SPACING 0-
Its 1 ver s 1.
� 1
�_�
DEFL
in (lac)
I/d�fl
�� PLATES GRIP
Lumber Increase 1.1
B 0.
Vert(LL)
--07 2-8
>999
241
l��T ���
Rep Stress tncr YES
M 0.10
Ver# TL
Cede I B 0OO/ANSI
I
(Kgfriyr
HoWTL)
-0.00 6
n1
n/a
Ll MUL
TOP CHORD 2 X 4 DP No,1 &Btr
BOT CHORD 2 X 4 DF No,1 &Btr
' SUS 2 X 4 DF 1 o.I Dtr
REACTIONS (lbfsize) 6=92 -/Mechanical. 2=45610-5-8, 7=-301/Mechanical, 3=1071/0-3- , 5= 183/()-3-8
MaHorz 2=277(lead case 5
Max Uplift =- D(lead ease 5), 7=- 02(load case 2)F =-6 (f ad case
FORCES (lb) - Maximum Compression/Maximum Tension
TPCHO[1 1- =0/4 ,2-3=-2 4/19X3-4=-148lOo - =-8
6 27, 56=-37 37
BOT CHORD .2-8=0/0, 7-870/0
VVEB 3-8=0)795
Weight.- 40lb
E3RACING
TOP CHORD Sheathed Or -0-0 oc purlins_
E3T CHORD Frigid ceil-ing directly applied Of 10-0-0 oc bracing
NOTES
�
1) Wind. ,SCE 7-98; 0mph; hy2 �; T DL= .C)psf; BC0L;- -0psf; Category 11; Exp nefo ed; F S gable le end Zone, cantilever Rift and right exposed : endvertical left and right exposed; Lumber DOL=1.33 plate grip 00L=1.33 Plate afetal DOL=1. ,
This truss has been. designed for a 10,0 psf bottom chord live Boal noncan -current with any ether live loads.
Refer to girders) for truss to truss connections.
� plate apple �f rt�st�r��ar� 0 Ib uplift .�t or�t and 02
� r��� � r-�t1n���l nfl�tl�n � �t�el� of ��� t� ���.rr� Nb �� i�
One I T7 USIA connector rec-ommended to connect truss to bear -in galls dire to u i � Uplin �t ��int 7,
� pl ft at lt��� 5,
). Beveled plate or shim required to provide fall bearing surface with truss chord at joint() 3, 5,
7) Gap between inside of top chord bearing and first diagonal or vertical web dell not exceed 0_500in.
LOAD CASE(S) Standard
o �"
Job
E702000
I Qty
J3H f�
I ,-%fl iO TRUSS 1
v_�....�. ..4A�� f Iii ,-JUHHlY3 L-L%a, MfeADUr9, EU ib�J440F Ronald E_ i' invilf
-1-0.0
s
FSI , F Orvin - Tahoe 1620 re
f ren O tigL al
, 006 t liT IndusIri es, Inc. Fri filar 02 0,6-1a4:.x.3, 2.007 Page �
12-0-0 , �3-10-15,
ow
1-10-15 6
GRIP
01195
4�,1 +�+IIIP I�j U 1 4-,L,LIJ Op I l!.U_U OC
Oracil ag
REACTIONS (Iblsize) =861 OLChanical. 2=45610-5-8. + 30111/rvfechan 1. 3;--1071/0-3-8, 5=178/0-3-8
Max Horz 2=274(load case 5)
Max Uplift8=- 8(Ioad case 5)a 7=- 0 (ioad case ); 5=- 8load ca
irnurn Tension
k P HORD 1-2'.'0/407' " !- 42/1 ate` , 3-4=-148J „IIF 4 =- 7r 5-6`_35135
BOT CHORD D -8-0/01 7-8-0/0
SPS 3-5-0/795
NOTES
1) Wnd: ASC2 7_98, 0 npb; h=25ft; TC DL= .0;P :f; B0DL= .0psf. Category 11; Exp B enclosed:
vertical left and right exposed,,, Lumber D L=1.33 plate grip COOL=1.33 Piste metal . ��1 grid zone, ���til� �r left and r', .ht exposed � ��d
`hi'Thi's truss has been designed for a 10.0- psf bottorn chord live load 1710%0171CUrrent with any other live loads.
Refer to g i rde res) for truss to true, connections,
4) Provide mechanical connection (by others) Of truss to bearing plate capable of with -standing 8 fb � Lift of '
� ,p �o n t 6 an d' 602 1b uP lad at joint 7.
5) One RT7 USP contlectors recommended to connect true to bearing Walls due to uplift at it ,
8) Beveled ,plate car shim required to provide full bearing surface with truss chard at `o to � �
7)Gap between inside of to lard bearing � t��� 8. .
p and First diagonal er verfi al Deb sh .l1 not exceed 0,500in,
LOAD CASE(S) Standard
True -.ype
BQty
7020002 jai rvi,,,�O TFC
USS Ii
t r�dard
TRISS and Supply, LLQ, Pe bur , ID 83440, f�onald E.
LOA DIN (p
TOLL
35,0
TCL
10.0
E3LL
O.D
CSL
10.0
-1-0-0
awl 1--
1
Ply I r _'N 0- � i �n- t a --h -a -e- - - -16-2 0 . r e —k'— - " — -
1
6-400:s OCt 9 2005 MI -Tek Indus'fes, In
11-10-15
l _______
a
SPACING 20 -
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress I n cr YES
Code IBC2000 ` NS1
LUMBER
TOP CHORD 2X4 DF e.1 l3tr
BOT CHORD 2 X 4 DF NoA &Btr
VVEBS 2 X 4 DF ISO.I Ptr
1
TC 0,71
BC 0-35
VVE 0,10
(M atrix)
R0-0 -
_
11-10-15
8-0-0-
0! ..
_ f { a -
kl'
3
EL
in
(loe)
I/defE
Lid I PLATES
Vert(LL)
-0.07
2-6
>999
240 MT20
Vert(TL)
-0,14
-
>642
180 j
i Horz(TL)
-0.00
4
n1
n/a
REACTIONS (Jbfisize) 4=86IMechanical, 2;--4:5G/0-5-5,:5=-301 /Mechanical, 3=1D68/0-3-8
MaxHofz 2=238(load case 5)
Flax Ltp11f 4;--- (fend ease 5), =- 0 (load case
TOP
FORCES
(Jb)- VaXi UM arepression/Maxi � urn Tension
1 f'� 'fir H O D 1-2=C)/48,2-3;---2001197,3-4=-147124
-
BOT CHORD 2-6=0/0. .-6=C)/o
SBS 3-6=01795
1�
Fri l�laW606:4_'54 0-07 Page I
scale _ '. 31
Weight; 37 Ib
1311N
TOFF CHORD Sheathed or 6-0-0 or, purlIns.
BOT CHORD Rigid ceiling directly applied er 10-0-0 oc bracing.
MOTES
1) V\And: ASCE 7-98 0rnph; h= ftp T XL= _0psf; a DL= .()p f; Category lC Exp f enclosed, f F1 able
vertioaI left and right exposed; Lumber D L=1.33 PI ate grip [SOL -1 Plate metal D Lr1. . erl i rye, eant�le er � # and right e p sed ;erg
This truss has beendesigned for a 10.0 p f boUom chord live load none-oncurr nt w th any other live loads
Defer to girder(s) for truss to truss conneetfons_
4 g plate capable of with -standing �8 Ib uplift at joint
�r��i�ie mechanical oer�r�e�ti�n �b others) � truss t� bearing � � and � -
Ib uplift at Join t .
e vl ed plate or Shim required toprovide full bearing surface +�withtrr� s chord t joint(s) .
Gap between il�nside of top chord bearing and first diagonal or vertical web shall not exceed 0,500in-
LOAD CASE(S) Standard
GRIP-
220/195
jot
B7020002
Truss
JBJ
Standard Truss and Supply, LLQ, -Rexburg, I'D
a -1-0-
Type
i 0 TRUSS
83440, Ronald -E.Zvifle
- -0
a
5
Ply � r
1
t -)win - E anoe id2u re
?.b F�et��tfong1
b.400 S Oct 9 2006 MITek Industries, Inc
10-9-4
-_
2x4 = 2x4 11�
LOA DI ( psi
T-+ LL 35.0
T DL 1U
BOLL ,O
ptr MP -fn o
IBC2000YANS195
LU BF-
TOP CHORO 2 X 4 Dl= NoA&(3tr
IBOT CHO RD 2 X 4 DF No_ 1 Etr
SBS 2 X 4 OF No.l&BtF
SPACING -0-0
Plates Increase 1,1
Lumber Increase 1.1
Rep ,stress Ir YEs
1
TC 0,71
BC 0-35 0,io
(M a tri)
REACTIONS(lbj i -e) 4=-Wechanical, 2=457/0-5-8, 54=301/Mechanical, 3;105510- -8
M ax Ho .2 =21 (fond case
Max Up1aft4= (load case 1), =-150(Ioad .ease )
Max + r v4= (load case 4)r = 7(load case 1), =1055(1024 case 1
FORCES (1b) - Ma irritirn ompre ion/ma imulm Tension
TOPCHORD 1-2=0/48,2-3=-176/1973-4=-140/0
BOT CHORD 2-6=0/0, 5-6-0/0
VVEBSL =O
B II NG
TOPCHORD
BOTCHORD
Fri Mar 02 06-.34,54 2007 Page I
-9—
PLATES GRIP
MT20 220'195
-ale
9
Weight- 35 Ib
Sheathed or -0-0 0c pudin .
Rigid ceiling directly applied Dr 10-0-0 oC bracing.
NOTES
1) `ind: ASGE 7-5F 0rnph; h=ft TDL=_C)Psf; BCDL=,0psfF Category Iia Exp 8- enclosed, _ -
Ver [ al left and right exposed, Lumber D L=1.33 plate gripe
L)L=1,.33 Platy ta'I D ��I� end zone, �antof�+��r left and right exposed ;end
This truss hes been ode i ned for a 10,0 p f bottom chord Jive load n n en rr L-1, _
�t with any other live loads.
Refer to girdegs) for truss to trussconnections.
4) Provide mechanical connection (by others) of truss to bearing Plate capable of withstanding
5) Beveled plate or sMim req uiredi to provide fall bearing surface with truss chord , 3 l plrft at � int r� �b p1R t et � �r�t ,
�t 1ornt(s) 3,
Gap between inside of top cord bearing and First diagonal or vertical web shall not exceed 0650
ern_
L C CASE(S) Standard
In do)
I/deft
L'td
Vert(LL)
-OX 2-6
>999
240
Vert(TL)
-0.14 2-6
> B42
180
Hor (TL)
-o_o 4
n/a
n1a
B II NG
TOPCHORD
BOTCHORD
Fri Mar 02 06-.34,54 2007 Page I
-9—
PLATES GRIP
MT20 220'195
-ale
9
Weight- 35 Ib
Sheathed or -0-0 0c pudin .
Rigid ceiling directly applied Dr 10-0-0 oC bracing.
NOTES
1) `ind: ASGE 7-5F 0rnph; h=ft TDL=_C)Psf; BCDL=,0psfF Category Iia Exp 8- enclosed, _ -
Ver [ al left and right exposed, Lumber D L=1.33 plate gripe
L)L=1,.33 Platy ta'I D ��I� end zone, �antof�+��r left and right exposed ;end
This truss hes been ode i ned for a 10,0 p f bottom chord Jive load n n en rr L-1, _
�t with any other live loads.
Refer to girdegs) for truss to trussconnections.
4) Provide mechanical connection (by others) of truss to bearing Plate capable of withstanding
5) Beveled plate or sMim req uiredi to provide fall bearing surface with truss chord , 3 l plrft at � int r� �b p1R t et � �r�t ,
�t 1ornt(s) 3,
Gap between inside of top cord bearing and First diagonal or vertical web shall not exceed 0650
ern_
L C CASE(S) Standard
Jab T
B702000
1.
M��N0 TRU
Standard Truss and Supply, LLG, Rexburg, ID 83440, Ronal' E. I inville
— —0-
1——C)
2
a. �, r'—
.1
2x4 M—
—0-7-
_—
—-7
NM
3
Oly PC eOrvin - Tahoe 1620 re --
-LJcb Reference tional)
6.400 ()ct 9 2006 MITek I,nCu tr-Je , Inc. Fri Mar 02 06'.34:54 2007 Page I
Lll
—11—
5-11-9
LOADING (psi SPACJNG 2-0-0 CS1 - -
TC LL 35.0 a Plates Increase 1-15
� . '�
TDL 10,.E E
L�rr���r Increase �,� B�.
BOLL 0, rep Stress Incr YES 0. 00
45
CSL 10. Cade i B 0DO/AN' 1 g
LUMBER
TOP CHORD 2 X 4 CSF No -1 &Btr
E30T CHORD 2 X 4 DAF o-- 1 &8tr
REACTIONS TION ([b/size) = /lechani ail, -315/0-5-8. 4=77/Mechanica.j
M ax Hort = 61 (load case 5)
Max Uplift3=--10(l gad Case )r =-1 (load case
�Oax Grav3=29(load case 1), =31 (Icad case 1), 4=1 4(load case )
FORCE: 0b) - I aXirr um Compression/Maximurn Tension
TOP CHORD 1-=/8, -=-69/8
BOT CHORD -4=0/0
DEFL
in
(10c)
I1d ff
L/d
'eM(LL)
-0.16
-4
>562
240
erl(TL)
-0.33
-4
>1
180
Horz(TL)
-0.00
3
n/a
a+ra
BiCN
TP CH0R
BOA. CH'R
PLATE
MT20
Weight: 16 lb
Sheathed or -0-7 oc purlinS,
RIO Ceiling directjy applied or 10-0-0 oc bracing.
NOTES
1) Wind: ASCE 7-98, 90rnph, h-; TDL-.Dpsf, BDL=,()psf, CategOry If F Exp B., enclosed; f�
vertical left and right exposed; Lumber DOL=1. plate grip DOL=1,33 Plate Metal � gable end zone; Baa#����er left ��� riga exposed ; end
truss has been da ignncurr nt with
edl for a 10.0 psf bettorn chord live load nonce �i of .
Refer to girder(s) for truss to truss connection _ aars ny other lig loads.
4) Provide mechanical connection (by others) of truss to bearing plate capable ofiuplift
One I T7 USP connecter$ r commended to connect truss to bear -Ing JI due tO u iF at it ,
ED CASE(S) Standard
GRIP
220/195
J01)
, B 7 0 000
Truss
J8L
tcl, Audi u I runs ana Uppl . LLQ, Rexburg
WA DING(psf
TC LL 35,0
TDL 10.0
BOLL 0,0
B DL 10-0
LUMBER
TOP CHORD
BOT CHORD
-1-0-D
Am�
\_-yPe
1`6�jvQ TRUSS
X3440, Ronald V'-. Linville
SPACING 2.0-0
Prates Increase 1-1
Lumber Increase 1,1 a
Rai. Stress Iter YE
Coda IBC20OO/ANS195
4 CSF No.1 &Dtr
4-0-7
r
TC 0.1
BC 0.45
we 0.00
Watfix)
REACTIONS TION (Ib/size) 3=144/Mechanical, =38010-5- , 4-77`I" ec:hanical
Max Uplift =48(load case 5), =-1 �I0ad ca -se
Max rav=144(1cad case 1). = (loacf case 1)F 4=1 (load case
FORCES 0b) - MaXiMurn Compress ionfida. irnum Tension
TOP CHORD 1-2=0/48, 2-3=-99/59
ESOT CHORD -4=0/
Qty
F r,ir� i -fah-'-
oe 1 620 re _ -
._LJoo Reference (optional)
6.400 Oct 9 2006 iT � re Fri' I liar P
*'191 -WA
DEFL
in (1oc)
I/deft
L/d
Vert(LL)
-0.16 -4
>562
240
Vert(TQ
-0-33 2-4
> 2 81
180
H0rZ(TQ
-0,00 3
n/a
n/a
BRACING
TOP CHORD
BT CHORD
VVefght: 19 1b
Sheathed or4- -7 oc purlins.
Frigid cei.Cing directly applied or 10-0-c) oc bracing
MOTES
"I) VVind, ASCE 7-98- 90rnph: h -eft; TCDL =psfy 8CDL=.0pf, Category II; Exp �� enIucd-
vertical Ie and right exposed; L mb r [SOL=1,33 plate grip DSL=1- Plate r taJ DOL=1. _ RMVVFgable end zone-, cantilever left and right exposed ', end
This truss has been designed for a 10.0 p f bottom chord live load nonconcurrent with any other liar
Refer 10 9rrde'-(s) fQr tri -ss to truss connections.
loads,
4 Provide mechanical connection (by others) of truss to beadog plate capabl-e of w1thstnndIng 48
i`t �# �f�� lI
One I T7 USP Connectors for recur amend d to connect truss to bearing walls due to up rl� u�ra�t at joint .
.
LOAD CASE(S) Standard
B7020002 .,ism
iancara 1 runs and Supply, LLQ, Rexburg. IG 83440, Ronald t
1
t r
Orwi, Tahoe 1620 role
Job Deferenceti0aal _
6,400 s Oct 9 2006 M[Tek Industries
-0-
r .�, 8_0_0
1-0-0 9 n
Fri Mat 02 06;31-55 2007 Page 1
2x4
-0-7
--7
LOADING (pyo
TLL
35.0
TCL
10.0
BOLL
0.0
BDL
10-0
LUMBER
T.D HO FAD
BOT FID
SPACING - -
Plates Increase 1.1
Lumber Increase 1,15
Rep Stress Incr `SES
Code ISC20001ANS195
4 DF No. 1 &Btr
CSI
TC 0.5
BC 0.4
WB 0.00
(Mat dx
RF -ACTIONS ( ll /size) 3=241 /Mechanical, =463/0-5-8, 4=77/ lachan:i al
Max Hort 2 =1 (loaf cas e )
M ax U p I M3 =-80(Ioad case ), 2 =-21 (toa d case
Max Grav3=241(load case 1), - (load case 1), 4=154 load case
FORCES (lb) - f aximurn OrrlPre cion/ axinnurn Tension
T P CHORD 1-2=0/48, 2-3=-141/100
BOT CHORD 2-4=0/0
TEFL
in (I0c)
I/d fl
Vert(LL)
-0.1 -4
>,562
Vert(TL)
-0.33 -4
>281
Horz(TL)
-0-0
n/a
L/d
240
180
n/a
1-11-9
DEFL
l-11-
PLATES
MT20
Weight, lb
GRIP
2201195
BRACING
TOP CHORD Sheathed or _0-0 or, purlins.
E30T CHORD Rigid reill-Ing directly applied or 10-0-0 oe brac,:ng. °
I
NOTES
1) Wind, ASCE 7-98; 90mph h=25ft, T DL= .0psf; 13CSL- rv0psf; Category il; Exp B; enclosed- MVVFRS gable and Dna- cantile
vertical left and nght exposed; Lumber DOL; --1-33 plate grip D L=1.33 Folate metal :B L=1, � r left and right exposed ani
This truss has been designed for a 10.0 psf bottom chord Imre load nonco Curr nt with any other- live loads.
Defer to girder() for truss to truss. connections,
Provide mechanical connection by others) of truss to bearing plat capable of withstanding 80 lb uplift atjoint .
5) Orly RT7 P connectors recc�rr mend d to connect truss to bearing walls due to uplift at it s) . �
LOAD CASE(S) Standard
'Job
Truss
Type
ntu uUU
TRUSS
Standard Truss and Supply, LLC, Rexburg, ID 83440, Ronald ir�vylle
C
1-0-0
SPACING
Plates Increase
Lumber Increase
Rep Stress Inr
1-UMSt6
TOP CHORD 2 X 4 CSF No_ 1 &Btr
BOT CHORD 2 X 4 DP NoA &Btr
WEBS 2 X 6 DF No.2
2x4= 7-8-8
ave_-
ly
I Job Reference a p tiona1
Inc. Fri Mar 02 06-34-55 007
8-0-7
2x4 I�-8
REACTIONS ll (Wsize) 4=- 48/M echanio 1, 2_553/0-5-8, 5=656/Mechanical
Max Horz 2=16 (load case )
MaxP1if14=- 48(lee.d case 1), =r 0(load ease ), =- o4(lead case
i Max G rav4=251 (lead case ). =.(lead case 1), =(lead case 1 )
FORGES (Ib) - 10a irnurn Compression/Maximum Tension
TOP CHORD 1-2--C)148,2-3=-1331172,3-4=-144/126
E30T CHORD 2-6=010. 5-6=0ofo
WEBS 3_6=-6.16/372
BFZACING
TOP CHORD Sheathed or -0-0 oc purlins,
ESOT CHORD rigid ceiling directly applied or 10-0-0 oc breoing_
NOTES
1 " rid: ASCD 7-98, 90mphl h= 5ft; TC C L= , p t E DL= _0psf; CategorY ll; Exp B, enclosed- P able end zee
vertical left and rightexposed,Lumber D L=1.33 date grip COOL=1,33 Plate metal UCL 1. _ � e. car�til���er left a�� right exposed ;end
This truss his been designed for a 10-0 p f bottom chord live toad nonconorrrrent with any other We leads.
Defer to girder(s) for true to truss connections,
Provide mechanical' connection (by others) of truss. to bearing plate capable of withstanding 248 Ib u iift at ��i
5) One T7 LISP connectors recommended to connect trussto bearing wall lift
due to u at i � nf and Pb u�JFft at joint 5,
LOAD CASE(S) Standard
CSI
0.8
DEFL
tri goo)
I/deft
Ud
- _
PLATES GRIP
BC 0.53Vert(TL)
Vert(LL)
�
-. �-���
MT20 220/195
-0.35 2-6
>1
180
M 0,1
Horz(TL)
aoci 4
n/a
nia
(Matrix)
�Weight: 34 lb
REACTIONS ll (Wsize) 4=- 48/M echanio 1, 2_553/0-5-8, 5=656/Mechanical
Max Horz 2=16 (load case )
MaxP1if14=- 48(lee.d case 1), =r 0(load ease ), =- o4(lead case
i Max G rav4=251 (lead case ). =.(lead case 1), =(lead case 1 )
FORGES (Ib) - 10a irnurn Compression/Maximum Tension
TOP CHORD 1-2--C)148,2-3=-1331172,3-4=-144/126
E30T CHORD 2-6=010. 5-6=0ofo
WEBS 3_6=-6.16/372
BFZACING
TOP CHORD Sheathed or -0-0 oc purlins,
ESOT CHORD rigid ceiling directly applied or 10-0-0 oc breoing_
NOTES
1 " rid: ASCD 7-98, 90mphl h= 5ft; TC C L= , p t E DL= _0psf; CategorY ll; Exp B, enclosed- P able end zee
vertical left and rightexposed,Lumber D L=1.33 date grip COOL=1,33 Plate metal UCL 1. _ � e. car�til���er left a�� right exposed ;end
This truss his been designed for a 10-0 p f bottom chord live toad nonconorrrrent with any other We leads.
Defer to girder(s) for true to truss connections,
Provide mechanical' connection (by others) of truss. to bearing plate capable of withstanding 248 Ib u iift at ��i
5) One T7 LISP connectors recommended to connect trussto bearing wall lift
due to u at i � nf and Pb u�JFft at joint 5,
LOAD CASE(S) Standard
Job FTruS _5 -.
YPe I 0 —ty
1V1Ue'qQ TRUSS I i
bta n a Fd T end S uppl y. Rl ur , ID 83440, Ronald E. inville
PJY
I Joky Reference n tional
. pct 9 2006 MiTek Industria, Inc,
10-0-7
6
,- 8-0_0
2-0-7 d
ILUMBER
i TOP HO RD
BOTCHORD
VVE D
4 CSF No.1 &6tr
4DF1o.1Btr
F No -1 &8tr
REACTIONS (Ib/size) =-871 Iechanical, 2=455/0-5-8, 5=-30 1 /Mechanical, 3-1074/0-3-8
k1l aHort = 2050oad case
MaxUplifk4=-87(load case 1), 5=- 021oad case
Max G rav4= 9(load case 5), 2 =4 (fend Case 1), 3 = 10 74(load case 1)
FORCES r) - la [MUM Compression/M ax im um Tension
TOP CHORD 1- zW4 , 2-3--16011-98, 3-4=-149,113
BOT CHORD -8=0/0, 5-6=010
'SES 3-6=95
BRACING
TOPH R D
BOTCHORD
-0-7
PLATES
C T 0
Weight,, 34 fb
Sheathed or 6 -moo oc puirl[ns,
Frigid ceiling directly applied or 10-0-0 oc bracing.
NTE
vertical left and n ht exposed
e1 Wind. E 7- 0ripb ft- T E)L;-- .pf; B DL_6.cpf' Category la' E B, enclosed; gable end zone: cantilever ler�ndu) , grip , Plate, rri tal DOL; --1.33.
This truss has been designed for a 10.0 p f bottom chord five load nonco current wifth any c)ther live loads.
Refer to girder(s) for true to truss conne #ion .
Provide mechanical connection (by others) of truss to bearing plate capable of withstariding 87 lb.
5) Beveled plata or him required to provide full" hearing surface with truss chord at joint u�pf�tt at acini � and 602 1b uplift at Dint _
Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n,
LOAD CASE(S) Standard
a
Fri Mar02 - 4:5132007 Page
scae = 1-26.
GRIP
220/195
1
LOADING lfti
SPACING 2-0-0
.CSI
E
r TOLL 35.E
DL 10.0
.
T 0,73
Vert(LL)
rl (f cc)
-0. D7 -
Ilde
>999
drG+
240T
,0
Lumber increase 1,1
Rip tress Incr YES
BC .
Vert(TL)
-0,14 -�
>64
1ALL 80
B DL 10.0 I
Code I B 0OOtAN 1 o`
Matri )
ILUMBER
i TOP HO RD
BOTCHORD
VVE D
4 CSF No.1 &6tr
4DF1o.1Btr
F No -1 &8tr
REACTIONS (Ib/size) =-871 Iechanical, 2=455/0-5-8, 5=-30 1 /Mechanical, 3-1074/0-3-8
k1l aHort = 2050oad case
MaxUplifk4=-87(load case 1), 5=- 021oad case
Max G rav4= 9(load case 5), 2 =4 (fend Case 1), 3 = 10 74(load case 1)
FORCES r) - la [MUM Compression/M ax im um Tension
TOP CHORD 1- zW4 , 2-3--16011-98, 3-4=-149,113
BOT CHORD -8=0/0, 5-6=010
'SES 3-6=95
BRACING
TOPH R D
BOTCHORD
-0-7
PLATES
C T 0
Weight,, 34 fb
Sheathed or 6 -moo oc puirl[ns,
Frigid ceiling directly applied or 10-0-0 oc bracing.
NTE
vertical left and n ht exposed
e1 Wind. E 7- 0ripb ft- T E)L;-- .pf; B DL_6.cpf' Category la' E B, enclosed; gable end zone: cantilever ler�ndu) , grip , Plate, rri tal DOL; --1.33.
This truss has been designed for a 10.0 p f bottom chord five load nonco current wifth any c)ther live loads.
Refer to girder(s) for true to truss conne #ion .
Provide mechanical connection (by others) of truss to bearing plate capable of withstariding 87 lb.
5) Beveled plata or him required to provide full" hearing surface with truss chord at joint u�pf�tt at acini � and 602 1b uplift at Dint _
Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n,
LOAD CASE(S) Standard
a
Fri Mar02 - 4:5132007 Page
scae = 1-26.
GRIP
220/195
1
LOADING (psi �
T LL
35.0
TDL
10.0
ert(TL
ELL
0.0
>642
BCL
10.0
-0.00
4
na
LUMBER
TOP CHORD
BDTCHpRQ
WEBS
SPACING -
Plates Increase 1.1
Lum b er Increase 1.1
Rep Stress Incr YES
Code JBC2000iANSJ95
2-X 4 CSF No.1 &Btr
4 IDF No. 1&Btr
ply --brio - Tahoe -1620 rek
6 5
2x4 11
B-0-0
-LJob F eference � tion l
6, 400 s Oct 2006 MiTek Industries, Inc. Fri '34;56 00 7 Page 1
12-0-7
-0-0
CSI DEFL in (I0) udafl Lid
TC 0.72
BC 0,35
VVB 0.10
(Matrix)
REACTIONS (lb/size) 4= 4IN'lec1anical, =45610-5-5=-301/Mechanic 1, 3=1072/ -
eax Hor-z =241 load case 5)
Max Llplift4-- 1(lead ease ), =- 0 (Ioad case )
FORCE (Ib) - Ma imumOmer ssionl I ximum Tension
T P HOBO 1- =0148, - =- 0 'l 7, -4=-14912®
BOT CHORD 2-6=010, 5-6=0/0
E BS 3-6.=Gf795
'ert(LQ
-0.07
-
240
ert(TL
-{x,14
2-6
>642
180
Hort(TL)
-0.00
4
na
n/a
12-0-7
4--7
PLATES RI B
MT20 220?195
Weight, 37Ib
BRACING
TOP CHORD Sheathed or -0-0 eo purlins.
BOT CHORD Rigid oeiJing directly applied or 1 D-0 eo bracing.
NOTES
1) Wind, ASCE 7-98; 0rnph; = ft T DL= .Op f; B DL=6_Op f; Cate -90 11; Exp 8; enclosed; M FR able end zone; can i
vertical left and right exposed, Lurnlber D L=1 _ plate drip DOL -1.33 PJat fnetar COOL=1.33. � t f��er left and right exposed P grid
This truss has been designed for a 10.0 p f bottom chord live load nonconcurrent with any other live leads,
3 Refer to girder(s) for truss to truss connections,
4) provide mechanical connection (by others) of truss to bearing plate capable of withsilanding 31 Jb uplift at joint 4 and 602 I -
Beveled plate or shim required to Provide full bearing sur -face with trusschord at joint(s) 3, � b uplift �t joint,
Gap between inside of top cord bearing and first diagonal or vertical web skull not exceed 0_50in,
LOAD CASE(S) Standard
Scale T 1.31
,J OD
B702000
Truss
T°p �.
,°%1r0 TRUSS
tanaarci i cuss and Supply, LLC„ Rexburg, ID 83440,, Ronal E, l .inville
LOADING (psi
TOLL
35.0
TOCOL
10.0
B LL
D'O
E3DL
10.0
LUMBER
TOP CHC RCS
BOT CIAO FAD
d SBS
zx4 _
4r
ty
Ply
--T-r
o �
,fob Re
6.400s
1-0-,0
1-0-7
�. - -0-7
P'
SPACING -0-0 CSI DEAL ire k1Vk,) W-jefl LI� z_
Plates Increase 1.15 TG 0,72Vert(LL) -0.07 2-8 >999, 240
Lumber Increase 1,15 ec 0.35 NVert(TL) -0.14 -8 >542 180
Rep Stress Ince YES VQ o_10 Horz(TL) -0-00 6 n1a n/a
gide IB 0DO/A l 1° 5 atrj r
4 DF No.1 Btr
4 DF Ne.1Btr
4 OF No_ 1 &Btr
REACTIONS (lb/size) &= 1~Yllechanical, 2=45610-5-8. 7=-301/Mechanical. =107110-3-8, 5= 183/0-3-8
Max Hort = 77(load case
Max Uplift=-0(load case , 7=-01(load case ). =-(load case )
P
FORCES (1b) - Maximum ornpression/Maxi urn Tension
TOP CHORE) 1-2=W48. - -244J19}, 3-4=-148/0, 4-5-86/27, 5-6=-37/37
PLATES I P
1T13 220/195
Weight: 40 Ib
BRACING
TOP ACRD Sheathed er -0-0 oo purlins_
BOT W F D Rigid ceiling direot[y applied or 10-0.0 0c bracing.
NTE
1) Wind: ASCE 7-98; 0rrl IIF ,� � � �
orti lift p l � ft, ' T DL= , f•e 6 DL- _ sfa • Category Il;+ F- 1.• enclosed, ,
h�'1VVFR able end zone; cantilever left and right exposed - and
rid fight exposed, LumberD L=1., plate gip DOL=1. .plate metal DOL=1 _ . �
This truss has been designed for a 10.0 p f bottom chord live load nonconcurrent with anY ether live loads.
Refer to girder(s) for truss to truss connections.
4) Provide mechanical connection (b others) of truss to bearing plate capable of withstanding 30 1b uplift at joint 6 and 502 1% U lift at -()Int 7.
One .T7 LJSP connectors roc mr� r,ded to connect truss to bearing walls due to uplift at jt(s)G � �
Beveled plata or shin required to provide full bearing Surface with truss Chord at joint(s) 3, 5.
7) Gap between inside of top chord bearing and first diagonaI or vertica] web shall n et exceed 0. 5 001n.
LOAD CASE(S) Standard
W
jot)
I B70 000
1,.
Standard
Truss
Im
0 TR USS
Truss and Supply. LUC—, Rexbur�, ID 8—j-44-0-, ��onaId E. -K:0V1l18 �_ __ �..
LOADING (psi
TOLL
35.0
TCL
10-0
BOLL
0.0
BDL
10.0
LUMBER
TOS CHORD
BOT HLA
WEBS
-1-0-0
1-0-
wk
0
1
Ply I rvi rM -Tahoe 1620 re k _
1 .
Job Reference 4-0 0_
$ Oct 2006 Iis1iTe Jndu t��ies, Inc. Fri Mar 0' :3_Y 7 2007 Page
1.. 12T0- 13-1 Q'- 1
4-0-0
1-10-15 A
24 _
r
h
PAI 2-0-0
Plates Increase 1.1
Lumber Increase 1.1
Rep Stress Incr YES
Code W20M NS.1
4 DF Ic.1 Btr
4 D No.1:3tr
4 DF O."IBtr
0-0
-0-0
CSI
TC 0.72
SC 0.35
VVB 10.10
Wait*
REACTIONS J I l =8 /Mechanical, 2=4:56/0-5-6, 7=-301/Mechanical, 3-1071/a-3-8,5=178/0 3-8
Max H orz2 -274(fcad ca 5)
MaxUPI -- (Coad case ), 7=- 0 (Icad case ), 5-- (;aad case
FORCES ddb) - MaXiM m orripre sionj laxirnur-n Tension
TOP H RD 1- =0148, - =- 4 1 7, -4,-148,10, 4- --92 '27, - =-35 35
BOT CHORD 2-8=0/0, 7-8-0/0
SBS 8-8yO5
2x4 11
I 13-10-15
DEFL in (10C)
'e(LL) -0-07 2-8
Vert(TL) -0,14 -
:Hcrz(TL) -0.00 8
5-10-15
L/d A
>999
240
>642
180
n1a
n1a
PLATE
TO
T
0
RIP
220.1195
s Ie W 1135
eight: 40 fd
BFZACING
TOP CHO-RD Sheathed or 6-0-0 oc ,purlins.
t
BOTCHORD Rigid coiling directly applied or 10-0-0 c; bracing.
NOTES
1) �Afind: ASCE 890mph; -h:z25ftp TML= .0pf B C L= ,Opsf; Category lt; Exp E enclosed, r�� VW able end
vertical left and r � �cria,. c�.r�t1d���r* lift and r��l-rt xp���� ; ��d
fight exposed; Lumber DC L=1.33 plate rip GAOL=1,33 Plate metal DCLp1. ,
This truss has been designed for a 10.0 psf bottom chord lire load nonccncurr nt with an
Refer to ird r(s) for truss to truss connections,
�tb�r lo�� loads.
Provide mechanical connection (by others) of truss to bearing plate capable of W thstanding 28 lb �� uplift at joint 6 end 6
One l T7 USP connectors recommended to connect truss to bearingwall due to uplift at J t J� � � lb ��I�ft �t Jc1W 7.
Beveled plate or shim .required to provide Bull bearing surface with truss chard at Joints
7) Gap between inside of top chord bearing and first diagonal or vertical web hail not exceed 0.500in.
LOAD CASE(S) Standard
B7020002
I Truss
JIBS
Type
rvlk-w�0 TRUSS
tand Fd Trus' and Supply, LLC, Rexburg, I D 83440, Ronald E. I inville
1-0-0
I
Qly Plyi n -Tahoe 1620 rek -�
,Jo b R efere roct iJa:1 _i
6.400 s Oct 9 2000 M!Tek Indo ties, InC. Fri Mar 0 06,34:58 2007 Pace 1
11-10-1
3-10-15
afxAi --
LOAD I NG (psi
SPACING
2-0-0
TELL
35,0
Plates Increase
1.1
T C L
10.0
Lumber Increase
1.1
BOLL
0.0
Pep Stress Jncr
E
BDL
10,0
Code IBC2000/ANS195
LUMBER
TOFF CHORD 2 X 4 DF No.1&Btr
BOT CHORD 2 X 4 DF IV.18tr
WEBS 2 X 4 CSF o.I Btr
--0
1 x4 IJ
1
TC 0.77
BC 0-41
`°B 0.00
Watrix)
J DEFL in (loe) I/detl
Vert(LL) -0.07 -6 >999
Vert(TL) -0-142-5 >656
Horz(TL) -0.00 4 n/a
BRACING
TOIL FORD
BOT CHORD
REACTIONS (Ib/size) 4=:;78/ 1 eohanical, =440 '8-'D-C)a '= 30518,+ -0, = 9 /C)- - , 6=407/8-0-0
Max Hort =2 8(lead case )
Max Uplift44- (laed case )' 5=-609(iead ease ), =- 27(1oad case
Max rav4=78(loed case 1), =440(lead ease 1), = 6(load case 1), = 14(load case )
FORCES (Ib) - Maximum ompfe ion/Ma imur Tension
T P HORD 1-2-0 46,2-3=-195/201,3-4=-151/20
BOT GHORD -=0f0, -=0/o
SBS 3-6=0/0
Ud
24+
ISO
n /a
PLATES
T20
Weight, 37Ib
Sheathed or -0-0 oc purlins.
Rigid ceiling directly applied or 1&-0-0 -oc bracing.
MOTES
1 ' ind, ASCE 7-98: 0mph: h ft, T DL=6_0p f; B DL=6LOpsf; Categ.ory IIa Exp B. enclosed; MARS gable end zone; Cantilever le
vertical left and right exposed; Lumber DOL=1.33 plate q6p DOL=1.33 Plate metal CD L-1.33 f# and right exposed ; �a�
This truss has been. deigned for a 10,0 psf bottorm chord live Coad nonconcurrent with ar�� other lige loads.
Refer to girder(s) for truss to tares connections.
4) Provide mechanical oonnctior (by others) of truss to bearin-g este capable of withstandinglb u lift at join
� joint �. 609 Jb uPlift at joint 5 and 27 Ib uplift at joint
5 Beveled plate or shim required to provide Full bearing surface with truss chord at joint(s) 3.
Gap be een inside of topchord bearing and first diagonal or vertical web shall not exceed 0.500in,
LOAD CASE(S) Standard
P
16
i�
IBJ l='
220/195
,Scale = , .31
Job
Truss- -�
87020002- S1 ype Qty Ply
------------
tandard Trussend uPpl '. LLQ, Rexbur , ID 83440, Rona[d E_ r inviIje
1 V5
1
I
4x
,7T-0
7--0
3
5x6
to
IX4
3.5 OF172
TCO 12
7--0 4-
A :-
_
7-2-0 7-8-0
s asa4�• �1,3 kms, 12. _ — I -I. ..,
LOA DI N(3 (ps
TOLL
35.0
T CSL
10.0
SCLC,
O.D
BDL
10,0
SPACING -0-0
E[ates Jnr ase 1,1
Lumber Increase 1.1
Rep Stress Incr YES
Code IK20001ANS195
LUMBER
TOP CHORD 2 X 4 DF 'o.1 Btr
BOT CHORD 2 X 4 LSF N0.1 &Btr
WEBS 2 X 4 DF krd/Std *E eepto
4 DF o,1 Btr
REACTIONS (lb/size) 2=1725/0-3-8.6-1,725/0-3-8
M ax
=1725/0- - , -1725/0- -
ax Hort 2 -2 0 (load case 4)
i
Max Uplift =-7 (Ioad case ), =-7 (Ioad case
a
Sx�
4
9
ax 10
7--D
--0
7--0
F
'rvin - Tahoe 1620 rek
Job eferenceo :'ion��
6.40'10 s Oct 9 2006 M]Tek Industries. Inc_ Fri fear 0 f 56-.- 4: 8 2CO7 Page
I
Sx6
S
1x4 IE
-- Q_-
--0 1.0.0
Scale = 1"51
29-8-0
7-2-0
4y,6
[J
1
TC 0.98Vert(LL)
I DEFL in
-0,36
(10c) I d tl
9 >931
Ud
240
PLATES GRIP
BC 0,64
eM(TL) -0.63
8-9 >560
180
MT20 220/195
0-61
Horz(TL) 0.52
n/a
n/a
J
Weight; 123 1b
BRACING_
-
TOP CHc)pD
Sheathed..
BOT CORD
Rigid ceiling directly applied or 10-0-0
oc braclrs .
wl=- B S
I Row at mi:dlat
3-9,5-9
FORCES ab) -Maxim lm ompres ion/rOa i um Tension
TOP CHORD 1-2;--0J41, 2-3=-4822JI4 , -4=-3351122, 4-5=-3351/50, 5-6=-4822/5, 7-1/41
ESOT N D 2-10=-169/4174,9-10=-168/4173.8-9-0/4173.6-8=0/4174
SSS 4-9=0/2490, 0=0/306. -8--•01306, _ 1349/244, 5-9=-'I 3491254
NOTES
1) Unbalanced roof iive loads have been considered for this design,
. nd: ASCE 7-98 90mph; h- 5ft; T C)L= .0,Psf; E3 DL- -0psf atego 11; Exp E3encic ad; Py�'e FR ablo eel
vertical left and fight exposed, Luer r DOS..=1,33 plate grip L)L-1,33 Plate metal COOL=1, _ � c�r��, c�rwtiI��er left and right t eposed ; en
This tm s has been designed for a 10,C) psf bottom Chord live load nonconcurr nt with an other dive loads.
Bearing at joint(s) 2. 6 considers peralleJ to gralrn value using ANSjrTPJ I angle to groin formula. Building
designer should verify spit surface,
bearing ���c�.
One RTS' USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) and 0.
LOAD DE() Standard
o-
a
Job Ts
Tp fit' I�Jy � � orvrrr - Tahoe 1620 re..�F�
B7020002lA HtC] L
s i
-tandard Trussend!Supply, LLQ, Rexburg, I , Ronald _fin ill !Job Reterenoe fo tional
6.400 s Oct 9 2006 MiTek Industries, Inc. Fri Mar 02 06..34.59 2007 Page 1
1 - 7-.- �-
1-0-0 7-2-0 7-8-0 7-8-
`-
-- �- - o _
sca Ie _ 1:.51
9
2
3
46
U6 -�
ixa rr
3.50 1
7. 1 2
�-_ 7-2-0 1-10-0
7-2-0 1
1 tat ffs ats k ,y 0- 1 -0, Ed qfL,
4
2
Gxs
LOADING (ps
TC LL
35.0
TIL
10.0
13CLL
O.D
ECRL
10,0
'3'0-3-0.0-3-41, [5:0-3-0.0-3-0
SPACING -0-0
Plates Increase 1.15
Lumberinicrease 1,15
Rep Stress Incr, YES
Code IBC200CIANS195
LUMBER
TOP CHORD 2 X 4 IDF No.1 &Btr
E30T CHORD 2X 4 CSF No.l Btr *Except*
PDFJo.
.2 X 4 1DF Stud/Std *Except*
'k6 2 X 4 DF No,1 &Btr
REACTIONS (lb/size) 2=1597/0-5-8, ,9=1855/0-5-8
M ax H0rz 2=-2 0 (load case
Max Uplift2=-7 (Ioad case ), 9'-114(Eoad disc )
8-
--
Sx6
S
3x6
x4 L I
7
3x4 ,-
0- - 2-0-0
CSI iI DE.FL_ in (Ioc) I/defl LJd PLATES GRIP
TC O, 83 Vert(LL) -0 27 12-1An 7
B C 0.76
VVB 0.87
(Matrix)
Vert(TL) -0.45 12-13 >722 180
Horz(TL) 0.34 9 n1a n1a
BRACING
TOP CHORD
3T CHORD
WEBS
€ cathed. or 2-4-1.5 oc purlins
Frigid ceiling directly applied o
I Jew at m i dp t -11
FORCES (lh) Maximum Ompression/Maximum Tension
T P r�-11}C'�1��yD 1- =0/44, 2- --4294/1461 3-4=- 844/30' 4-5 2839/57, - = 11 /0q -7= 1 /458 748`CJ/4
�+ T 1 i "�.+ ' 1 D - 1 = - 1 72I' h� V , �/1 �1I _ {L'.y1 ,I{ +11 r/i� ,fj �/`, riL .r*� ,{I ,{I. �F'i��^L ,'��,1L '�,,qy X11 ��-y5 X16 I,��-y5, F��t �J+y{ Il1I i1� JJ r!5
u� 1 '-171 /36 9�, I 1 1 L=01 27.3 J'I, 1 0- I 1. =-36 54, V'1 0L- 1 4..x'39/ F 1 BP 6-10='l 688x7 , A -9=-3501 1 L
P 3-13=01302. 3-12=-1327'240, 4-12=0/1 962, 5-12=-534/196, 5-11 -388/921 6-11-55/28s6
1 T 20/1 95
NOTES
1) Unbalanced roof live loads have been considered for this design.
) Wind. ASCE 7-98: 0mph; h= 5ft- T DL�.6_Opsf; 6CDL= _0psf, Category II- Exp 8 -enclosed; WNFRS gable end zone; cantilever left and
vertical left and right exposed, Lumber DOL=1, plate grip DOLT 1.3 Plate metal COOL=1.33. right p� �d ; nd
This true.s has been designed fora 10.0 psf bottarn ch-ord live load nonconc rrrent with any other .live loads.
Bearing at joint(s) onsiders parali l to grain valve using ANS11TPI I angle to grain formula_ Building designer shoulderi capacity
One l T7 USP connector recommended to connect trussto hearing wall due to uplift at jt(s)
2 and p rt�r of bearing �ar�ao�,
LOAD CASE() Standard
J00
B7020002
T1
UMMON
�L131 I U a [ U I lube U110 upPJ ; LLC, Rexburg, ICS 83440, Ronald E. Kinvflle
—1——°
1-0-0
—8-1
--'
11-0-0
1—-
5-3-3
-—
4x.6 11
4
0
#y
Ply
Ply
16-3-3
Qty --
rvi n - Tahoe 1620 rely
Job Reference(optional)
6-400 s Oct 9 2006 MiTek Indufiri, Inc, Fri Mr 0 0-5,34:59 2007 Page 1
—�—. —0-0 123-0-0
Scale
°
9
7-5-14
P1.at flf ets � . ):
LOADING (ps�
T LL
35.0
T DL
10.0
BLL
0.0
BCL
10.0
2:0-3-4,0-1-8'
7- 1
SPACING -0-0
Plates Increase 1.15
Lumber Increase 1,1
Rep Stress Inor YES
r Code IBC20001ANS195
WNISER
TOP CHORD 2 X 4 OF No,1 &Btr
BOT CHORD 2 X 4 of No. 1Btr
SBS 2 X 4 DF Stud/Std
REACTIONS ft/size) 2=1302/0-5-8, C)=1302/0-5-8
Hort --1 (lead case
Max UPIift =- 7([aa l case ), =- 7(joad ease )
U41
14-6-2
7-0- 7-5--14
DE -FL In 000) C/Cffl L/d or ATC
0,32 'pert( LL) -0, 06
0.37 rt(T -0.13
WB 0.27 Hcrz(TL) 0.04
(Matrix)
BRACING
TOP H RD
BOT CHORD
6-8
>999
240
2-9
>999
180
n/a
n /a
a
RIP
f-AT20 220J1
Weight. 97 l
Sheathed or -7-11 oc purlins,
Rigid ceiling -directly applied or 10-0-0 oc bracing,
FORCES fib) - Maximum Compr sign/ axirnurn Tension
TOS' H I S' 1 -2"'0/40, - `-1848150, -4'-1 07/88, 4: 0-1 C)7/8 7, 5- j=- 4 848/50 -7=0/`4
BOT H RD 2-9=-55/1475,8-9=0/1004.5-8=0/1475
WEBS -9--433/140, 4-9=-421614, 4-8=-4201614, - ;-4 �140
TE
Unbalanced rood lige loads have been considered for this design,
Mind. ASCE 7-98; 0mph; h-25ft, TC D'L=6.Opsf. 8CDL=6.0psf,, Category II,' Exp B, enclosed, VWR able
ver -tical' left and right exposed, Lumber � L�1. plate grip C� L41, Platen�efa] DL=1. �r�d gone, until ��r left end ragf�t e ,�a e ;end
This truss has been designed for a 10-0 psf bottom chord live load non concurrent with ars other live Ioads.
One l T7 USP connecters recommended to connect truss to bearing walls due t uplift atit(s) 2 and .
LOAD CASE(S) Standard
3XG -t
Jeb I Truss
67020002 1T1'A
Type
COMMON
Standard Truss and SuPply, LLC, Rexburg, ID 83440, Ronald E. invirle
1-0-
--1
--
A4 11
Qty
6
P I y J F
1
'Jrvin - 1 arioe 1520 rely
I ,fobeferer��e o tion�
6,400:s Oct .9 2000 MiT'e.� Industries, Inc.
Fri Mar 02 06,35:00 2007 page 1
--1
Scale a 137.1
--1
7-5-14
ate. %fI 1a?%i Lam kLeX i I� -.� -t-)-�, I-0 '�.+— b-4*
�l ,
LOADING �Ps9
TOLL
35.0
TCDD,
10.0
BOLL
0.0
BL
10,0
SPACING 2-0-0
Plates Increase 1.1
Lumber Increase 1 � 1
Pep Stress Incr YES
Code JBC200WANS195
r LUMBER
TOP CHORD 2 X 4 L)F ISO-I&Btr+
d SOT CHORD 2 X 4 DF No.1 &Btr
VVEBS.4 CF 'Iu d/ td
REACTIONS (l b/size) 6=111181/0-5-8.2=13065/0-5-8
MaxHort =1 Goad case 4
Max Upli tt =a 5(load case , 2=-07(10ad case 5)
-0-
CS] ! [TEFL in (loc)
TC 0.33Vert(LL) -0-07 -7
BC 0,40 'e (TL) -0.14 0-7
VVB 0.28 Ha.rz (T L) 0,
atrax)
FORCES (Ib) - MaximurT, erxnpre sion/Ma irnum Tension
TOP CHORD 1-2=0/48, 2-,3=-1 854/51 F -4=-1014/88, 4-5=-1626/07, 5-0=-1806`58
BOT H RI 2-8=-62-/1480.7-8=0/1010,6-7;--0-/1494
WEBS 3-8=-4331140, 4-8;---421614, 4-7=-501633. 5-7=-442'145
BRACING
TOP CHORD
BOA... CHORD
3X15
J/deft Lid
>00 240
>999 180
-0-0.
PLATES GRIP
'1T0 220/195
ria ni a
'eight: 95 lb
Sheathed or 4-6-15 cc purlins,
RigidI Ing directly appi ed or 10-0-0 oc bracing. �
1
NOTES
1) Unbalanced roof live loads have been considered for this design.
SCE 7-98, 00mph, h= , T DL= , 0psf; B 0L= .0 sf; Category 11, Exp 13 en l .sed;FR able end zn
vertical Jeff and nghl exposed, Lumber DOL=1. plate grip DOL=1.33 Plate � ne, cantilever left ��� right exposed , end
This truss has been dewed for 10.0 psf bottom chordload I�� nononur rntal �L31,,
ith any other We loads.
4) One RT7 USP connector recommended ItO Convect truss to bearingwa[i e t v pjj
LOAD E() Standard
JouTpi y
��°� �� Fel � ONn - Tahoe 1 620
- - 4--
r
' TIGE GAHLE
Standard Truss and Supply, LLC, Rexburg, ID 83440, I orhald E, KInville Job Reference (opti anal.
F
4{�� Oct �����e� I+��futris, Inc, .. F !_i r-ALa.r 02 0+: 51.- 24 2 007 tae �
11-0-0
-- -o-
11-0-0
Scale= 1:?.
3x4 r
e
Psi t - i - o-% fes
LOA DING (psi
T'LL
35.0
TDL
10.0
BOLL
0.0
IDL
1 0.10
SPACING -(-0
PI ates I n ureas a 1.1
Lumber Increase 1,1
Rap Stress in-ar NO
Code IB 0OO/AN1 5
LUMBER
TOEHORD 2 X 4 IDF No.I &Btr
E3T CHORD 2 X 4 DF fa.1 Btr
OTHERS 2 X 4 DE Stud/Std
CSI
TC 0.20
BC 0.09
0,10
(Matrix)
7
--0
22-0-0
DEFL
1n (10C)
Vert(LL)
0.01 1
Vert(TL)
0-01 1
Hor(TL)
0.00 1
13FZACING
TOP FORD
E T H RD
IJd af] L/d PLATE GRIP
n/r 120 MIT20 220119
n/r 120
n/.a n /
Weight, 110 lb
Sheathed Or -0-0 oc purlins,
Kidd ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (Ibi;si7-e) _31122-0-0, 1=0l-0-, 17_-0, _41 /2"-0- 1 _"I/-0-0 � =�,�-
a H arz-1 (load ra se ) a - - - � _ - = 41 - 1 = 1 -0-
Max UP]ift =- 9(toad case ), 21=- (road Casa 5), 19 =-46(l o a d case 5), 16=- Goad Ga a1 =- loa:
Max rev = 1 (load case 1), 1 = 0 load ease 1), 17= 0 load case 1), X42 d a )e lea '1 m 3 �load as 1, 11-�- lad 1 - tad .
14=420(load case 8), 12=316(load case 1)ase 1), , 3 (load case 7), 1 = load case , 1 5=1 load
' FORCES (Ib) _ Maximum Compress ion/M aximorn Tension
TOP HO D 1-2=0/46, -3--135/83, 3-4=-113/641 4_5--8 1 6- '-;BW , 6-7=-85/82, 7-8;---85/759=-69r75 - .�
12-13=0/46 I -' 9 10� 86136 , 1.0 11, -113/21 � 11-1 =-135/67,
BOT HOOD - --1$11 a F 1- =-1811 , 0- 1--18,/1 , 19-20=-18/132, 18 19=-18/132 7-1° =-
12-14=-18/132 1 1 1 1 1 17 -1 r 1 --1 �- 1 14-15--;---18/132,
'D1� 1 1�1 1 �T-1 1��, _
1 1 , 1 -1 5-_ 1 /43.11 14=- 1 9, 97
NOTES
1) Unbalanced roof live loads have been considered for this design.
rid: ASCE 7-98,- 90mph, h= 5ft, T DL= .0p f, [ CSL= ,0psf; Category 11; Exp E; uncle od; MVVFF Cbl
end
vertical left and right exposed; Lumbar D L=1,33 plata grip DOL=1.33 Plate metal Di L=1,33, 3 �.CALI loWar l R
Truss designed for wind loads in the plane Of the truss only, For studs exposed to inn (normal tO the face sue I'�1i
i - �, T� "Standard a
4) This truss leas been de ned ,for a 10.0 psf battom chord live load nonconaurrenI With any ether 11 v
All plates are 1 x4 MT20 unless otherwise indicated.
Gable requires continuous bottom chord hearing.
7) Gable stuff's space! at -0-0 oc-
Provide rnechani of connection (by Others) of truss to beadng plate capable of withstanding 59 Ib
49 Ib uplift at joint 16, 5 Ib uplift at joint 15, lb uplift at joint 14 and 1b uplift at joint 12. uplift at �ainf fb uplift at point 7
LOAD CASE(S) Standard
Job
E700gg
Truss
T
Type
Standard Truss and Supply.LLC, Rexburg, ID 83440, Ronald Eg. KInville
-�-Q-D 5-7-13
Plate Offsets- (X,Y), [ .0-3-4,0-1-8
7-4-8
T
air) Q A fl -1 09 rn..n n rN
o e
L A 1 1 J jSPACING 2T -0 CSI
TOLL 35.0 Plates Increase 1.15 TC 0-0
T
ADL 10.0 Lumber Jncre se 1.15 BC 0.3
B LL 0.0 Rep Stress Iricr YES 9 0.27
B DL 1O.O Cade ISC20OD/AN I' 5 (Matrix)
LUMBER
TOP CHORD 2 X 4 DF c).1 13tr-
B T CHORE) E) X 4 DF No.I &Btr
'EBS 2 X 4 DF Stud/Sid
REACTIONS(Usize) 2-1284/0-5-8, 6=1284/0-5-8
A
M arc H or =150( load cas e 4)
1% Iax Uplift=-67(load case 5), == 7(Ioad case 6)
FORCES (Jb) - M.axjrnuln CornpressjonW a Jrnurn Tension
TOP H J [ 1-2=0/46,2.3=-1817, 49,3-4;---1581/`87.4-5=-1581/8`7,5-c)--181'7/4!96-7=0148 .
BOT H RD - -z-53/1450, - =0/987, -8=011450 a
SBS 3-9=-425/138. 4-9=-41/603. 4-8=-411603, 5-8=-425/138
Qty
14-3-8
Pl Y rvi n - Tahoe 1620 rek
1
8
3x4 =
DEFL
irl 00c
I/def]
L/d J PLATES GRIP
Vert(LL)
-0.06 6-8
>999
240 MT20 22011 95
Vem(TL)
-0.1 ,3
>909
180
BRACING
TOPCHORD Sheathed or 4-3-6. oc purlins.
80T CHORD Frigid ceiling d rect[y applied or 10-0-0 oc bracing.
NOTES
1) Unbalanced roof live loads have been considered or this design.
end., ASCE 7-981 90mph; h= ft, T DL= -0Psf; BCD .= -Gpsf; Category 11; Exp B; enclosed; l RSable end zone
vel«aI Celt and right exposed; Lumber DOL=1.3 ,plate grip E)L=1 1�1ate metal L=1.33 � , ��nt�f��rer l��# and right e p ped � ���
This truss has been designed for e 10, p f bottom chord live load nonconcurrent with any other Iive loads.
4) One RTS' 'USP connectors, recommended to wnnect tress to bearing waifs dire to uplift at jt(s) 2 and 6,
LOAD CASE(S) Standard
9
'axe,
Job Trusss � � yP�e
Qty Ply R )ruin - Tahoe 1620 rek
B7020002T.E GAbLE
r
t d rd Tess n I , LLG, F r , I Id . IF ire rill ° I Job Referee a otional _
6,400 s Oct 9 2006 MiTek Industries, Inc.ar 02 06:581-412007
I-1-0,0
1-0-
k
-7-1
5x6 w
Pam
22-8-0
1 -o-
Mie = 1:38.
7--8
7--x-8
i -+,,• , %,r -TP W- ! -VJr i J 4.y..+r-0-U,'4.,M-a-U
LOADING (pso
SPACING
2-0-0
TOLL
35.0
Plates Increase
115
yT DL
10.0
Lumber J ncr ase
1,1
B LL
0.0
R-ep Stress In r
NO
BCDL
10.0
Code IBC20DO/ANS195
ILUMBER
TOP CHORD 2 X 4 DF No,1 &Btr
BOT CHORD 2 X 4 CSF I' .1 B#r
y
VVEBS 2 X 4 D1= Stud/Std
i
OTHERS 2 X 4 DF Stud/Std
REACTIONS
! CSI
TC 0,36
13 0_x.9
a WB 0,8,1
(Matrix)
14.-3-8 1--0
— 10
BRACING
TOP CHORD
POTCHORD
"LATE GRIP
MT20 220/195
Weight: 126 1b
Sheathed or 6-0-0 cc puriins.
igid ceiling directly applied or --0 o bracing,
i
LOAD CASF-p Standard
_ 2=838/U-5-8. 10=1183/11-1-8, 11=07111-1-8, 8=141111-1-8, 6=351111-1- =-7111-1-3
Marc Horrz 2=1 0(load case 4)
FORCES (.Ib) - Mai uM OMPre ion/Ma imam Tension
TOS' CHORD 1 2-0`48, 2-3=-968/55, 3-4=-733/92, 4-5=-11/302, 5-6=-252/1 oa, 6-7=0/46
BOT CHORD
2-12=-58R2,9,11-12=-17/247,
=5 291`I-1 T-17/247' 10 11=-17/247, 9-10=-68/115, 8-0=-68/115. 6-8=-68/115
SBS 3-12=-4421138, 4-12=-49/603, 4-10=-860/56, 10=-4611146
NOTES
1) Unbalanced roof live loads have been considered for this design.
And: E 7-; 90mph, h-5ftF TSL=,Opsfa CSL-,0psf; ategory, II; Exp B enclosed-
MVVFRS gable end zone, cantilever left and rile exposed end-
vertical left andright ���exposed;tLumberC�OL-1,3 piate g p 0L1
�,3 PlateetaJ CSL -1. ;
Tress designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the fa e � ��
4 This truss has been designed for a 10.0 pf bottom chord live load r�ncar�urrr�t ���itfi r`i� li qtr �� � J�T�� t�:r�d�rd Gable End Detail''
Plates are 14 11TH unless otherwise indicat6) Gable studs spaced at 2-0-0 oc.
ed.
� `� loads,
) Provide mechanical Onnction (b others) of Truss to bearing plate ca able Of ��it�
�
p ng 69 Ib rrPliff at jointt , 7 Ib uplift a# Joint 10. 69 I� u�rj
Ib uplift at joint . at 10 -Int an
d
67020002 IT3GE
-Type �7iF
I`'In - Tabs r ,
i,MLE o
tand'ard Truss and Supply, LLC, Rexburg, ILS 83440, F� n� aid. E. inviJPe
1-0-0
�J � Reference (opt areal)
6,400 s Oct 9 2006 MFTek Industries, P� e-
� I
11-0-0 12-0-0
Scale _ 121.-9'
6 DL 1 O.0
LUMBER.
a %.VP 0 t I Cb -Z�p I6 IUI INgJ
Code IBC20OO/ANS195
� i UF CHORD 2 K 4 QF N0_1&8fr
�80TCHORD 2 X 4 DF No.1&Btr
OTHERS 2 X 4 DF 5tudlStd
3X4 =
BRACING
TOPCHORD
BOT HRE)
Weight- 48 lir
Sheathed Or 6-0-0 0c purlins.
Rigid d ceiling directly applied or 10-0-0 oc bracing.
REACTIONS Ob/size) 2=247/11 -CQ. 9=286111-0-0. 13=131111-0- , 1=122/11-0- 15=2112/11-0-0.
Max Horz2=78(load case 4)
Max UpM2=-24(load case 5), 9 =- (load case ), 1:5= - 21Dad case , 14= -4 load case 11=-4
FORCESi Max Grav2_247(load case 1), 9=286(load case 1), 13=131(loadcase 1.), 12=122(loadcase 1), 15;--214(load case 7).14=127(load case 7), - Tens-
ion
( )Mxgum Compress10.n/ PUrf
TP CHORD 11-2=0146,2-3=409/39, 3-4=-1 06133, 4-5_-69/47 5-6=-99/44.6-7=-94/39, 7- - =- _ r
BOT JPO 2-15=-4f78, 14-15 =-4178, 13-14=-4178, 12-1 =r.4 8, 11-12=-4r78, T -- _ 1 -1 -
�B 5-13=-91}6, 7-1 =-100/6, -1 -_179157, 4-14=-1 1214 -11=- `f �I-�-�4 �
NOTES
1 Unbalanced roof live loads have been considered for this design.
) Wind, AE -err-kph; h=.25ft; TCDL=.OpfF BL=.0psf; Category iI: Exp E3� nPose�l-
ertical left and right exposed, Lumber DOL=1. plate grip IDOL=1.33 Plate meta[ �ahJ end ��n�� cantilever l�t� and right, exposed n�
Truss designed fcr Gr�d Joadin the pi@l� of #!� tris only, J=ar tucf exposed to IL-1,_
This tats$ has been designed for a 10.0 psf bottom chord [acre load nonconc � urr nt ��� (normal �� the face). see I iT� "Standard at�l ��� L� t iJpp
5) All plates are 1x4 T20 unless otherwise indicated. f� �� �f��r live10�� .
Gable requires continuous bottom chord bearing.
7Gab-le studs spaced at -00 cc.
Provide mechanical connection (by others) Of truss to bear�n Pa ��J'y,
lb Plate f +atlstr��r� a uplift at joint i p lb i�lifttir�t , 2 I �.i lifttirt 1
uplift at Kirit 14 and 4; Ib upliftat joint 11, � J p �
LOAD A E( ) Standard
i Job
sp
ie
QtY
' 870 000 T4 CUIVIN10N
tandard Truss and SUPPly, LLC, Rexturg, ID 8 440,
Fa4d E. Fln__vifle --
1 0 7-7-13 14-1 o -n
I-0-0
7-7-13
7--
5X .y
4
Ply
1
22-0-3
F Drv
-
7-T.
ruin -Tahoe 1620 rek
j Job Refererice ( ti0nal _
6-400:s Oct 9 2006 MiTek Industries. Inc- Fri Mar 02 06:35:63 2007 Page
a
-7-1
Scale s I -W.E
1 0_0_8
aate # ;C--1,0-0-1, �-0,0-,-4
LOADING (psi
SPACING
-0-0
TALL
35.0plates
Increase
1.7
T DL
10"o
Lura be r fnrase
1.15
B LL
0,0
Rep Stress In r
YE
BCDL
10.0
Code I B oo01.-,N
f
LUMBER
TOP CHORD 2 X 4 DF NoA&Btr
BOT CHO RD 2 X 4 DF No. 1 &Bir
SBS 2 X 4 OFStud/Std
REA TI 0 N (fb/size) 2 =1735/0-5- 8, =1 1 31MechanicaI
Max Harz 2-211 (load case 4
Sfax UpIM2=-7 land case , 6=;-35(lead rase )
3X4 =
8
3x4
7
�X
29-8-0
9-6-15
�y
aX8 •-
CSI
TC 0.69Vert(LL)
E L
ire (Io)
Vdefl
Ld
BG 0-66
-0.20 7
>999
240
Vert(TL)
-0-4 _7
>807
180
WB 0.40
Horz(TL)
0.07 6
nla
n1a
(Matrix)
FORCES (Ib) - Ma jrnumornpre siorif axa-rium Tension
TOP CHORD 1-2;--0/48, 2-3=-2572/74, 3-4=-2247/124, 4-5=-2278/131, 5-6=-2607182
BOT CHORD 2-9=-9112071, 8-9=0/1398, 7-8=01139s, -7-0!2114
SBS 3-9=-609/193.,+9=-62J661. 4-7=-68/907, 7=-64311 98
BRACING
TOPCHORD
BOT CHORE)
PLATES Flip
MT20 220/195
Weight: 128 Ib
Sheathed or 3-2,10 oc pur]-ins,
Rigid c ilfng directly applied or 10-0-0 oc bracing, j
NOTES
1) Unbalanced roof live loads have been CDnSidered for this design,
) V`And: ASCE 7-; Omph: h-25ft;. TIL=S.pf; 8DL�,0pfa Category fl' E
E � p B, enclosed, I� Viable end zone; cantilever left and right posed ; end
I vertical left and right exposed; Lumber D L=1..3 plate grip L=1-� Plate metal DOL; --1.33.
This tars has been designed for a 10.0 psf bottom chord live load nOnconcurrent with any other
4} Refer to irder() for truss to tress connections.
I��� lea��,
5 Provide mechanical o n n e tion (by others), of truss to bearing Plate capable of withstand i
6) One ITS' USP connectors recommended t connect truss to beajn walls due to uplift �� lb uplF1� �t aoir�t
� of jt(s) 2,
LOAD CASE(S) standard
e--- ---
Job Truss
'ape
X7020002 T4
1 ivF M
t rid rd Tr—a1-1S—Lip�pl , LLC; Ra bur a 0 83440, R onald E. K[n ille
7-7-13
7-7-1
QtY
S
14-10-0
7--
F'f F min - Tahoe 1620 rely
1 Jab R.ef renge optic)nal)
6.400 s Oct 9 2006i1•e dr Lastri , frit_ Fri Mar o4n 06-35.03 07Page 1
3-2-0
Sys
1:41.9
3
P1 atm (-)f F-qF-tc: (Y VI r l �_ O r r, n n
LOADING 4P5o
I`
TC LL
35,0
`fCDL
10.0
BC LL
4.0
$CSL
10.0
SPACING -0-D
Plates Increa a 1.1
Lumber Increase 1,1
Rep Stress Inr YES
Code f B. 00 i MP 5.
LUMBER
I TOS' CHORD 2 X 4 DF No.1
Mfr
BOT CHORD 2 X 4 DE o,1 Btr
SSS 2 X 4 DF Stud/Std *Except-
4 2 X 4 CSF o_ 1 &Btr
REACTIONS (Ib/size) 1=96910- -8. 5;--969/0-5-8
M ax H orz 1=28 7(1 ad case 4)
Max LJp1if#1=- (load case ). 5=- 4(1oad case )
I FORCES (1b) -a GMu OMpre -lon/ l a i um Tension
I T P H RD 1-2-z-1371/59,2-3=-11591146- 4 HT108/121, - _1 '
94
B CST C H 0 RD 1- =' 10611047, 5- =-801303
SSS 2-6=-6,31/203, 3-6=-1 10/992, -:.,-888/126
0
CSI
TC 0-59
BC 0.47
-0.54
t atr i
op,_
18-0-0
DEF L
in
(10C)
I/deli
Ud
Vert(LL)
-0.13
1-6
>999
240
Vert(TL)
-0.26
1-6
>811
18()
Harz(TL)
D. 02
5
n1a
n/a
3X6
1i
'h
PLATE'S GPI P
TO 220/195
I NG
TOP CHORE) Sheathed or 4-11-7 oc purlins, except end verticals,
B T H D igfd Leif ing directly applied or 10-0-0 oc bracing
WEBS 1 Row at rnidpt 4-5,3-5
NOTES
1) Unbalanced roof lire fonds have been considered for th-rs Desi rl,
'rid E 7-,9; 0mph; h=5ft; TCDL-psf BCDL=6,,
p Category II, Exp B-,1 enclosed; gable end zone,,, cantilever left and right exposed ar-r
verkal left and right exposed; Lumber DCL=1.33 plate grip DOL=1,33 Plate metal DOL=1.3 � p d
3). This true has been designed for a 10.0 psf bottorn chord live load non on urrent with: a� 3.
4 n F T7 LJSP connectors tors recarnnfleaded to connect truss to bearing wall dLie to u �tf�er live loads.
�t jt(s) 1 and 5,
LOAD CASE(S) Standard
_� i